Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC-09-216
Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -2-09 -216 Owner BRIAN & STACEY LEVY Contractor HOME OWNER Subdivision/Project NONE Date Issued 9/30/2011 t Occupancy Construction Type R-3 Load SINGLE AMILY R -3 Occupancy Square Footage 3,820 SQ FT Type R 2004 FBC ADDITION (1,216 SQ FT) Work Description & INTERIOR REMODEL (2,604 SQ FT) 1051 NE 93 ST Miami Shores FL 33138 - Location �IMa 't:�:r ❑..)a• rz3t _. ��T t -'S�, n.r'rs.z a: aU v� E°'1:.'Si_ .,mss Building Officials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE 'a_r3.� .3 '.'*��.G ".+Sr'� `C .., cx..r �.2� S .,t �.�.e..ri F ^. K. _ G?.p .. _ .ri'u; r E. ?'`J'•16R U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Ft;,4,dial Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For insurance Company Use: Al. Building Owner's Name LEVY BRAYAN Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93° STREET Company NAIL Number City MIAMI SHORES State FL ZIP Code 33136 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 16, 17 & EAST 40' OF LOT 15, BLOCK 2 OF "BELVIDRE PARK", PB 16, PG 71 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. N25 °51'41.0" Long. W080 °10'32.5" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number j A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: 0 NAD 1927 ® NAD 1983 to obtain flood insurance. A9. Fcr a building with an attached garage: a) Square footage of attached garage NIA sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 09-11 -2009 B7. FIRM Panel Effective/Revised Date 09-11 -2009 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8.0' 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile 6 FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 131 No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations * Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARIAO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized 8-62, ELEV 8.74' Vertical Datum NGVD1929 Conversion/Comments LILA a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.5 b) Top of the next higher floor N/A. c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N/A, e) Lowest elevation of machinery or equipment servicing the building 10.5 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.q. g) Highest adjacent (finished) grade next to building (HAG) 9.5 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. structural support Check the measurement used. ® feet 0 meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet 0 meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifiers Name ENRIQUE H. POUSADA License Number LS5133 Title PROFESSIONAL LAND SURVEYOR Company Name FREEDOM OF LAND CORP. Address 7575 W. FLAGLER STREET, STE 207 Signature City MIAMI State FL Date 01 -12 -2011 Telephone (305)266 -4451 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93id STREET Policy Number City MIAMI SHORES State FL ZIP Code 33136 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A5. = GPS USED; C2.e = AIR CONDITIONING UNIT; CROWN OF ROAD 7.1 FEET NGVD 1929 Signature Date 01 -12 -2011 Check here if attachments ELEVATION TION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, 5, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters 0 above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No 0 Unknown. The local official must certify this information in Section G. E - B ING SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachment • 1. FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: le Project levy_stacybrian Street: 1051 NE 93 St City, State, Zip: Miami , FL , 33138- Owner: Stacy and Brian Levy Design Location: FL, Miami _ Builder Name: ' . �, °' ' Permit Office: Miami Sh s _ �3 Permit Number:232600 E _� '4 (' LUL Jurisdiction: i� u 1��q ° ° °__o ��o°ooaomamm000__ 1. New construction or existing Addition 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 264 7. Windows Description Area a. U- Factor: SgI, U =0.55 70.00 ft2 SHGC: SHGC =0.10 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 264.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =3.0 368.00 ft2 b. Concrete Block - Int Insul, Exterior R =5.0 176.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 264.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 52.8 ft2 12. Cooling systems- Supplemental for addition a. Central Unit Cap: 46.0 kBtu /hr SEER: 15 13. Heating systems - a. Electric Strip Heat Cap: 10.0 kBtu /hr COP: 1 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.59 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.265 Total As -Built Modified Loads: 9.70 PASS Total Baseline Loads: 11.70 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY ---)• V 1 v.r=RO Review of the plans and specifications covered by this calculation indicates compliance ' g�` with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes.' BUILDING OFFICIAL: ' Sad ,,� q . `''$�' ` er /rur, °��o. • , „ 0 ,M DATE' I. - 14 -01 I hereby certify that this b ' • 0, as desi ned, is in compliance with the Florida Energy • • OWNER/AGENT: , ■•N-7.,,fr , DATE: 12., t4 /i Y • •. • . DATE. :•• 12/8/2009 9:53 PM • •• •. •• • • •• •• •• •• • • • • •• • •• • ••• • • • • •• • ••• • • • • • • ••• • • • •• • •••• ••••••. • • • • • • • • ••• • •Energyah eci: USA - flaFes2 • • 0d8 •• • • • ••• •• Page 1 of 5 PROJECT Title: levy_stacybrian Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Stacy and Brian Levy Conditioned Area: 264 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 1051 NE 93 St Permit Office: Miami Shores Rotate Angle: 0 County: Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami , Family Type: Single - family Whole House Fan: FL , 33138 - New /Existing: Addition Comment: CLIMATE V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 136 ft 0 264 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 278 ft2 0 ft2 Medium 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 264 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 264 ft2 0.11 Wood WALLS / Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 176 ft2 0 0 0.75 2 S Exterior Concrete Block - Int Insul 3 176 ft2 0 0 0.75 3 E Exterior Concrete Block - Int Insul 3 96 ft2 0 0 0.75 4 W Exterior Concrete Block - Int Insul 3 96 ft2 0 0 0.75 _•• ••• • • - 12/8 009 913 PM • OOOOOO • °• •, ; 12/320099:51 PM ••• ••• ; ; • •. . . •. • • • • •• ;• • • • :: '• •• ••• •• ••' • • ••' • • • •• • • • • • • • • • • • • ••• • • ••• ••• ••• • • • • • • • •• • • • • • • •�• •• • ••• • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • EsergyGsuget•OSA • • IaRes 8 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.1 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Tinted) Yes 0.55 0.1 N 70 ft2 2 ft 0 in 5 ft 0 in HERS 2006 None INFILTRATION & VENTING Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00050 346 9.84 19.0 35.7 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15 46 kBtu/hr 1380 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 10 kBtu/hr False HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.59 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V — Supply — # Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 52.8 ft2 Attic 13.2 ft2 Default Leakage Interior 12/320099:51 PM ••• ••• ; ; • •. . . •. • • • • •• ;• • • • :: '• •• ••• •• ••' • • ••' • • • •• • • • • • • • • • • • • ••• • • ••• ••• ••• • • • • • • • •• • • • • • • •�• •• • ••• • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • EsergyGsuget•OSA • • IaRes 8 Page 3 of 5 • • • • •• ••• •• ••• • • •• . • :• • • • • • •'•� ••• ••• • • • • • • • • • • • • • • . • • • • • • • • • • • • •• • • • • • ••• • • • • • • ••• • • •• • • • •• • • • • • • • • • • • • • 4rrerafyGauee®J. 0 •laRes20b8 Page 4 of 5 TEMPERATURES Programable Cooling Venting Thermostat: X� Jan Y Feb X Feb 7C� Mar X Apr Ceiling Fans: X� May Ri Jun 7C Jul 'X� Aug X� Sep 'X Oct 7XC� Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • • • • •• ••• •• ••• • • •• . • :• • • • • • •'•� ••• ••• • • • • • • • • • • • • • • . • • • • • • • • • • • • •• • • • • • ••• • • • • • • ••• • • •• • • • •• • • • • • • • • • • • • • 4rrerafyGauee®J. 0 •laRes20b8 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 St Miami, FL, 33138- PERMIT #: 232600 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. L'/ Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. v Floors NI 106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. v Ceilings NI 106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. / / l/ Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. L-''' O/4 Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas NI112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. v Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V- Air Distribution Systems NI110.AB Ailiducisq4ittjng,s, mechanical equipment and plenum chambers shall be r$edI * iCally attached, sealed, insulated and installed in acc erdance3Nith j�e critewa of Section NI 110.AB. Ducts iri uncdrfditiened&at icr. ;lI -6 min. insulation. / / l/ HVAC Controls NI 107.AB.2 •'eaGh'SYster Separate readily accessible manual or automatic thermostat for 1 • • • • • • • . • Insulation NI 104.AB.1 ' NI 102.B.1.1 ;eiinis+Min• k -0. CQmjrit n wells -frame R -11 or CBS R -3 both 'sides. Comiraon tolling 8tQeors:R -11. V ••• • • • • • • • • ••• • • • • • • • • • • • • • 'Atrg'GaugeC� J,tA4Ftialps2® ?8 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1051 NE 93 St, Miami, FL, 33138- 1. New construction or existing Addition 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 264 7. Windows"" Description a. U- Factor: Sgl, U =0.55 SHGC: SHGC =0.10 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor. N/A SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 264.00 ft2 b. N/A R= ft2 c. N/A R= ft2 Area 70.00 ft2 ft2 ft2 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =3.0 368.00 ft2 b. Concrete Block - Int Insul, Exterior R =5.0 176.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 264.00 ft2 b. N/A R= ft2 C. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 52.8 ft2 12. Cooling systems - Supplemental for a. Central Unit 13. Heating systems - a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Bfr., Olni�/E� Date: Address of New Home: /a57VE y3 5y City /FL Zip:A/mow shORES Cap: 46.0 kBtu /hr SEER: 15 Cap: 10.0 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.59 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida.ZelernGpttge Rating. Cpptact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at eteZtg /ule cam for information and a list of certified Raters. For information about Florida's Energy icien'cy'Gbd2,,for iildiN Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of thlrooida Builctigg4 3Qde, lacilding, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if rjot;DEFAULt.• . • • • • • • EnergyGauge® USA - FlaRes2008 • ••• • • • • • • • • • ••• • • • • •. • ••. • • • • • • •••• •• • • • • • • • • • ••• • • ■ • •*. •• •• • System Sizing Calculations - Winter Residential Load - Whole House Component Details Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Project Title: levy_stacybrian Reference City: Miami Beach (Defaults) Winter Temperature Difference: 22.0 F Code Only Professional Version Climate: South 12/8/2009 Subtotal Sensible Ventilation Sensible Total Btuh Loss 48608 Btuh 0 Btuh 48608 Btuh 1. Electric Strip 2. Electric Strip 10000 Btuh 10000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HIM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) • ••: : r • . , • •• • • �• •• • • . • • • • •• ••• 00 • • • • 00 • • . ••• •• ••o • • ••• • : • • • • • •• •• • • • • • • • • • • • • • • • • ••• ••• • •• 0 ••• • • •• • •o• • • • • :tne • • : • 0. o• • • •r$yQa��'LR €PBv4.5.$ • • ••• Version 8 For Florida residences only Page 1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South Reference City: Miami Beach (Defaults) Winter Temperature Difference: 22.0 F 12/8/2009 Window Panes /SHGC /Frame /U Orientation Area(sqft) X HTM= Load 1 2 3 4 1, SHGC =0.1, Metal, 1.27 N 330.0 27.9 1, SHGC =0.1, Metal, 1.27 S 210.0 27.9 1, SHGC =0.1, Metal, 1.27 E 15.0 27.9 1, SHGC =0.1, Metal, 1.27 W 28.0 27.9 Window Total 583(sqft) 9220 Btuh 5867 Btuh 419 Btuh 782 Btuh 16289 Btuh Walls 1 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.14) 5.0 2624 3.0 Wall Total 2624 Load 7866 Btuh 7866 Btuh Doors 1 Type Area X HTM= Wood - Exterior 84 11.9 Door Total 84 Load 998 Btuh 998Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic /D/Tile 30.0 3893 0.7 Ceiling Total 3893 Load 2728 Btuh 2728Btuh Floors 1 Type R -Value Size X HTM= Slab On Grade 0 328.0 ft(p) 26.0 Floor Total 328 Load 8515 Btuh 8515 Btuh Zone Envelope Subtotal: 36395 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.95 31144 2624 493.1 11930 Btuh Ductload Average sealed, Supply(R6.0- Attic), Return(R6.0 -Cond) (DLM of 0.006) 283 Btuh Zone #1 Sensible Zone Subtotal 48608 Btuh • . • • • • • • j . *0 • •• • • • •• i • . • Subtotal Sensible - • Venilation Sensible lhtal t h Laski .s: ••• ... • • • • ••• °• • • ••.•• • • • • • • • • • • ••• • • • • • ••° • • , • • •• • • • •• •• • • • i Manual J Winter Calculations Residential Load - Component Details (continued) Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Project Title: Code Only levy_stacybrian Professional Version Climate: South 12/8/2009 1. Electric Strip 2. Electric Strip 10000 Btuh 10000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) • •• ••• • • • • • •• • • • • •s • • • •• •• e •• ••• •• ••• • I • • ••• •• • • • • •• • • • • • • ••• • • • ••• ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • •• • ••• • • • • • inekgaligell°i'LR ?PB i4.5.i •• •• • • • • • •• j•• •• ••••• MOM RL{ Version 8 For Florida residences only Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Stacy and Brian Levy Project Title: 1051 NE 93 St levy_stacybrian Miami, FL 33138- Code Only Professional Version Climate: South Reference City: Miami Beach (Defaults) Summer Temperature Difference: 14.0 F 12/8/2009 •• ••• • • • • • •• • ••• • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • •••• •••• •• •• • • • • • • • ••• • • • • ••* • • • • • • • • • • • • • • • • • ••• • • • • EnergyGauge® FLRC'B ten: 0 •• * • • • ••• • • • ••• • • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St levy_stacybrian Professional Version Miami, FL 33138- Climate: South 12/8/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 59 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (7 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 42511 Btuh 382 Btuh 42892 Btuh 0 Btuh 0 Btuh 42892 Btuh 39141 Btuh 0 Btuh 987 Btuh 1400 Btuh 0 Btuh 41528 Btuh 84421 Btuh 1. Central Unit/Split 2. Central Unit/Split #(Outside) #(Inside) #(Outside) #(Inside) 46000 Btuh 33900 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• II' NUI L li Version 8 For Florida residences only •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGauge® FLRcPB II%5.g: 41: : • • • • • • • ••• • • • ••• • • Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South Reference City: Miami Beach (Defaults) Summer Temperature Difference: 14.0 F 12/8/2009 Window Type* Pn /SHGC/U /InSh/ExSh /IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 1, SHGC =0.1, 1.27, None,N,N 1, SHGC =0.1, 1.27, None,N,N 1, SHGC =0.1, 1.27, None,N,N 1, SHGC =0.1, 1.27, None,N,N Window Total N S E W 2ft. 2ft. 2ft. 2ft. 5ft. 5ft. 5ft. 5ft. 330.0 0.0 210.0 210.0 15.0 5.0 28.0 0.0 583 (sqft) 330.0 0.0 10.0 28.0 20 20 20 20 20 20 28 28 6587 Btuh 4192 Btuh 376 Btuh 772 Btuh 11927 Btuh Walls Type Concrete BIk,Hollow - Ext Wall Total R- Value /U -Value Area(sqft) 5.0/0.14 2624.0 2624 (sqft) HTM 2.5 Load 6543 Btuh 6543 Btuh Doors Type Wood - Exterior Door Total Area (sqft) 84.0 84 (sqft) HTM 15.7 Load 1315 Btuh 1315 Btuh Ceilings Type /Color /Surface Vented Attic/DarkTile Ceiling Total R -Value 30.0 Area(sqft) HTM 3893.0 1.1 3893 (sqft) Load 4091 Btuh 4091 Btuh Floors Type Slab On Grade Floor Total R -Value 0.0 Size HTM 328 (ft(p)) 0.0 328.0 (sqft) Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 23876 Btuh Infiltration Type SensibleNatural ACH Volume(cuft) wall area(sqft) CFM= 1.88 31144 2624 975.8 Load 15024 Btuh Internal gain Occupants 7 Btuh /occupant X 230 + Appliance 2000 Load 3610 Btuh Sensible Envelope Load: 42511 Btuh Duct load Average sealed, Supply(R6.0- Attic), Return(R6.0 -Cond) (DGM of 0.009) 382 Btuh Sensible Zone Load 42892 Btuh • •• ••• • • • • • • • • •• •.• •• • • • .• .. • • ••• • • • • • • • .• • • • • • • • • • • •••• •••• • • •••• ••• • • • • • • • EnergyGauge® FLROPB • �.i.� • • ••• • • • • ••• • • • ••• • • • •• ••• • • • •• • .• • • • •• • • • • • • • • • •• •• Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South 12/8/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 59 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (7 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 42511 Btuh 382 Btuh 42892 Btuh 0 Btuh 0 Btuh 42892 Btuh 39141 Btuh 0 Btuh 987 Btuh 1400 Btuh 0 Btuh 41528 Btuh 84421 Btuh 1. Central Unit/Split 2. Central Unit/Split #(Outside) #(Inside) #(Outside) #(Inside) 46000 Btuh 33900 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 • • ••• • • • • • • • For Florida residences only • • • • • • • •• • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• •. • • • • • • • • • EnergyGauge® FLROPB �.i.� • • • • • • • • • ••• • • • ••• • • Page 2 Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Residential Window Diversity MidSummer Project Title: levy_stacybrian Code Only Professional Version Climate: South 12/8/2009 Summer design temperature Summer setpoint Summer temperature difference Latitude 89 F 75 F 14 F 25 North Average window Toad for July Peak window load for July Excusion Iimit(130% of Ave.) Window excursion (July) 10887 Btu 12759 Btu 14153 Btu None WINDOW Average and Peak Loads Window Load(Btuh) —Lint far Sian 14000.00 13000.00 12840. 11 !ttf� ,..12 Hsu Avers 100110.08 - MORD - MOR 7000.08 - WOO • WORD - 400020 - 23008.08 8 a,m. 14 12 2p.m. 4pm_ 6 pin. 8 p Total July Window Load(Radiation and conduction) •• ••• • • • • 0 •• • • • • • • • • • The midsummer window load for this house does not exceed t jg wvi. wv had kourr o? This house has adequate midsummer window diversity. •• • • • • •• • • • ••• • • • • • • • • EnergyGauge® System Sizing for Ida aesidenc sonny. PREPARED BY: ••• ••• • • • • • • • Y • •• • • DATE: ••• • • • • ••• • • • • • • • • • • • • •• •• ••• • • • ••• • • • EnergyGauge® FLR(�PB 54.52' • • •• ••• • • • • • • • •• • •• • • Wa 16%) 14 %D • • • • ; • •_ _• • • • • • ••• • • •: • • • • • • • •• ••• dilemsdli •• • •• • • ••• • • • • • • • • • • ••• ••• • • 0 • • • h `v s Residential System Sizing Calculation Summary Project Title: Ievy_stacybrian Stacy and Brian Levy 1051 NE93St Miami, FL 33138- Code Only Professional Version Climate: South 12/8/2009 Location for weather data: Miami Beach - Defaults: Latitude(25) Altitude(8 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(59gr.) Winter design temperature Winter setpoint Winter temperature difference 48 F 70 F 22 F Summer design temperature Summer setpoint Summer temperature difference 89 F 75 F 14 F Total heating load calculation 48608 Btuh Total cooling load calculation 84421 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 41.1 20000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 139.7 59925 48.1 19975 94.6 79900 WINTER CALCULATIONS Winter Heating Load for 3893 sgft ) Load component Load Load Window total 583 Window total 583 sqft 16289 Btuh Wall total 2624 sqft 7866 Btuh Door total 84 sqft 998 Btuh Ceiling total 3893 sqft 2728 Btuh Floor total 328 sqft 8515 Btuh Infiltration 493 cfm 11930 Btuh Duct loss Sens. Ventilation 0 cfm 283 Btuh Subtotal 42892 48608 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(ventilation) 48608 Btuh Dur3a(1%) SUMMER CALCULATIONS Summer Cooling Load for 3893 sgft) Load component Load Window total 583 sqft 11927 Btuh Wall total 2624 sqft 6543 Btuh Door total 84 sqft 1315 Btuh Ceiling total 3893 sqft 4091 Btuh Floor total 0 Btuh Infiltration 976 cfm 15024 Btuh Internal gain 3610 Btuh Duct gain 382 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 42892 Btuh Latent gain(ducts) 987 Btuh Latent gain(infiltration) 39141 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants /other) 1400 Btuh Total latent gain 41528 Btuh TOTAL HEAT GAIN 84421 Btuh KNURL Version 8 For Florida residences only • • • • • • • • • • • • • 0 •• EnergyGauge® Srstem Sizing • PREPARED BY: .DATA • • • ••• . • • • 0 • • • • • • • ••• • • EnergyGauge® FLRCI;B v4. 2• i • • • • • • • • • • • 0111 • • • ••• • • FORM 600A-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CO Diziwis.irifs7 FOR BUILDING CONSTRUCTION1 r: 1 2 2E9 Florida Department of Community Affairs Residential Whole Building Performance Method A BY: K) Project Name: LEVY' S RESIDENCE • Builder Address: 1051 NE 93 Street Permitting Office: DADE City, State: MIAMI, FL 33138- Permit Number Owner Stacey & Brian Levy Jurisdiction Number 232400 Climate Zone: South - 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit/Split Cap: 46.0 kBtufhr 3. Number of units, if multi-610Y 1 SEER 15.00 4. Number of Bedrooms 3 _ _ b. Central Unit/Split Cap: 46.0 kEtuthr S. Is this a worst case? No _ 6. Conditioned floor area (ft2) 3727 ft2 SEER: 15.00 c. N/A 7. Glass typel and area-. (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area _ 13. Heating systems (or Single or Double DEFAU12) 70(Sngle Default) 774.7 f 12 ___, b. SHGC: a. Electric Strip Cap: 34.0 kBtu/hr COP: 1.00 (or Clear or Tint DEFAULT) 7b. (Clear) 774.7 le b. Electric Strip Cap: 34.0 klltirthr 8. Floor types a. Slab-On-Grade Edge Insulation R410, 218.0(p) ft _ b. Slab-On-Grade Edge Insulation R=0.0, 195.0(p) ft _ c. N/A _ COP: 1.00 c. N/A _ 14. Hot water systems 9. Wall types a. Concrete, Int Instil, Exterior R=4.1, 1530.9 ft2 a. LP Gas Cap: 2.0 gallons _ EF: 0.82 _ b. Concrete, Int Insul, Exterior R=4.1, 1397.4 ft2 _ c. N/A b. LP Gas Cap: 2.0 gallons _ -11EA82 d. N/A e. N/A _ c. Conservation credits _ (HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1750.0 ft; b. Under Attic k=30.0, 1977.0 ft2 c. N/A 15. HVAC credits PT, CF, (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, . a. Sup: Une. Ret Con. AH(Sealed):Intesior Sup. R.0, 30.0 ft b. Sup: Unc. Ret Con. All(Sealed)Interior Sup. R.0, 45.0 it MZ-C-Multizone cooling. la-H-Multizone h.., 44 fl . - Total as-built points: 35166 Glass/Floor Area: 0.21 Total base points: 41468 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this b with the .Florida Energy Code, OWNER/AGENT: DATE: , as designed, is in compliance to) 1 Predominant glass type. For actual glass an areas, see Summer & Winter Glass tp Review of the plans and specifications covered by this calculation indicates compliance with the FloridaThdiN adt. • Before cons this buildi complian Florida BUILDIN DATE: -4 EnergyGauge® (Version: FLRCF.B4_, • • • • • • • _ • • • • • • • • • • • • • • • • • • • • • • • • • FORM 600A -20048 EnergyGaugee 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Ty/SC Orrlt Len Hgt Area X SPM X SOF = Points - .18 37274 30.63 20481.0 1.Singie, Clear S 5.0 9.0 33.8 66.93 0.64 1456.0 2.Single, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 3.SingIe, Clear 8 1.8 8.2 28.0 66.93 0.90 1886.0 4.Single, Clear 8 1.8 8.5 32.7 66.93 0.91 1987.0 5.Single, Clear S 1.8 8.3 28.0 66.93 0.90 1690.0 6.Single, Clear E 1.8 8.5 18.7 78.71 0.94 1381.0 7.Single, Clear E 1.8 7.0 15.8 78.71 0.91 1127.0 8.Singie, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 9:Single, Clear N 1.8 8.5 22.2 36.46 0.96 772.0 10.Single, Clear N 1.8 8.5 175.0 36.46 0.96 6096.0 11.Singte, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 12.Single, Clear S 1.8 8.5 65.3 66.93 0.91 3973.0 13.Single, Clear S 1.8 3.5 42.0 66.93 0.66 1855.0 14.Sfngfe, Clear W 1.8 5.1 33.8 90.53 0.84 101.0 15.Single, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 16.Single, Clear N 1.8 8.5 37.3 36.46 096 1300.0 17.Single, Clear N 1.8 7.0 46.2 36.46 0.94 1575.0 18.SIngle, Clear N 1.8 8.5 70.0 36.46 0.96 2438.0 As -Bulit Total: 774.7 34904.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Instil, Exterior 4.1 1530.9 2.32 3544.0 Exterior 2928.3 2.70 7906.4 2. Concrete, Int insul, Exterior 4.1 1397.4 2.32 3235.0 I Base Total: 2928.3 7906.4 As -Built Total: 2928.3 , 8779.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points , Adjacent 0.0 0.00 0.0 1.Exterior insulated 14.0 6.40 89.6 Exterior 14.0 6.40 89.6 . Base Total: 14.0 89.8 As -Built Total: 14.0 89.8 CEILING TYPES Area X BSPM = Points Type R ;yaL4, . Area. X SIAM X.SOM = Points r Under Attic 3727.0 2.80 10435.6 1. Under Attic • • 4750.9 X 1.90 • 4847.5 2. Under Attic • • • • .30 0 • • • 1977!0 2.7fi X T.00 5476.3 Base Total: 3727. 10435.6 As -Built Total: 37274 10323.8 •• • • • • •• • • • • • • • • - • • • • • • • • • • • • • • •• •..' /. • • ••• • • • •• • EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5%' • • • • ••• • • • • • • • •• •• • • 000 • • • ••• • • • • • • • • • • • • • • 00 00 ••• • 0 FORM 600A-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138.. PERMIT #: •• ••• • • • • • • • • • • • • • • • •• ••• •• • •• • •• • • • • • • • • • • • • • • • ••• • • • •• • • • •. • • • • • • • • • •• ••• ••• • ••• • • • • • • • • • • •• • • • • • • • EnergyGaug& DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5...1 • • • • • • »' • • . • • ••• • • • • • • • • • • • • • • •• •• ••• .•• •• •• ••• • BASE AS -BUILT FLOOR TYPES Area. X BSPM =. Points Type R Value Area X SPM = Points $fat 413.0(p) -20.0 4260.0 . 1. Slab -On -Grade Edge Insulation 00 218.0( -20.00 - 4360.0 Raised. 0.0 0.00 0.0 2. Slab-On -Grade Edge Insulation . 0,0 195.0(p -20.00 -3900.0 Base Total: -8260.0 As -Bullt Total: 413.0 4260.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3727.0 18.79 70030.3 3727.0 18.79 70030.3 Summer Base Points :00682.9 Summer As -Built Points: 113866.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHD) (sys 1: Central })nit 48000tauh ,SEERIEFF(16.0) Duds: Unc (S),Can(R).int(A►H),R6.0(INS) 113867 0.50 (1.07 x 1.165 x 0.85) 0.227 0.902 12414.6 (sys t Central Unit 48000btuh ,SEERIEFF(15.0) Duds:Unc(S),Con(R),Irrt(A I4),R6.0(iNS) 113867 0.50 (1.07 x 1.165 x 0.85) 0.227 0.902 12414.6 100682.9 0.3250 32722.0 .113866.7 1,00 1.063 0.227 0.902 24829.3 •• ••• • • • • • • • • • • • • • • • •• ••• •• • •• • •• • • • • • • • • • • • • • • • ••• • • • •• • • • •. • • • • • • • • • •• ••• ••• • ••• • • • • • • • • • • •• • • • • • • • EnergyGaug& DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5...1 • • • • • • »' • • . • • ••• • • • • • • • • • • • • • • •• •• ••• .•• •• •• ••• • - FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: i BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Pain .18 3727.0 3.60 2415.0 1.Singlep.Clear S 5.0 9.0 33.8 4.49 1.16 176.0 2.Singte, Clear S 1.8 6.3 28.0 4.49 1.03 129.0 3.Single, Clear S 1.8 8.2 28.0 4.49 1.01 127.0 4.Single, Clear S 1.8 8.5 32.7 4.49 1.01 148.0 5.Single, Clear 8 1.8 8.3 28.0 4.49 1.01 127.0 6.Single, Clear E 1.8 8.5 18.7 4.77 1.02 . 90.0 7.Single, Clear E 1.8 7.0 15.8 4.77 1.02 76.0 8.Single, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 9.SIngle, Clear N 1.8 8.5 22.2 6.03 0.99 132.0 10.Single, Clear N 1.8 8.5 175.0 6.03 0.99 1048.0 11.Single, Clear S 1.8 6.3 28.0 4.49 1.03 129.0 12.Single, Clear S 1.8 8.5 65.3 4.49 1.01 296.0 13.Single, Clear S 1.8 3.5 42.0 4.49 1.14 215.0 14.Stngte, Clear W 1.8 8.1 33.8 6.49 1.00 185.0 15.Singte, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 16.Singte, Clear N '1.8 8.5 37.3 6.03 0.99 223.0 17.Single, Clear N 1.8 7.0 46.2 6.03 0.99 276.0 18.Singte, Clear N 1.8 8.5 70.0 6.03 0.99 419.0 As -Built Total: 774.7 4214.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1530.9 1.03 1584.5 Exterior 2928.3 0.60 1757.0 2. Concrete, Int Insul, Exterior 4.1 • 1397.4 1.03 1446.3 Base Total: 2928.3 1757.0 As-Bultt Total: 2928.3 3030.8 DOOR TYPES Area X BWPM = Points ' Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior insulated 14.0 1.80 25.2 Exterior 14.0 1.80 25.2 Base Total: 14.0 25.2 As- BulitTotal: 14.0 28.2 CEILING TYPES Area X BWPM = Points Type R Y81ua . Area X V It WOW= Points • • • Under Attic 3727.0 0.10 372.7 1. Under Attic ' • • II 0• - • • SQ. }7$O.d �.'�0 X � i00 175.0 2. Under Attic • • • S8.0 • x19710 O.. to X 1.00 197.7 Base Total: 3727. 372.7 As -Built Total: 3727.0 372.7 • •• • • •• • • •• • • • • • • • EnergyGauge® DCA Form 600A -2004R EnergyGauge®/F1aRES'2004R FLRCPB v4.61 • • ••• ••• • • • • • • • •• •• • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • FORM 600A-2004R FnergyGauge® 4.6.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT*: EnergyGaugeM DCA Form 600A-2004R • • • •• ••• • • •• • • • •. • • ••• •. • • • •• • • • • • • • • • ..• •• • • ••• • • • • '. • . • •• ••• ••• • • • • • • 0. .. •• • • ••• •• • . • • • • • • •••• • • • ••• • • EnergyGauge®IFIaRES7004R FLRCPB v4.5.2i • • • • • • • • • • • • • • • • • • • •• •• • • . •• •• • •• '• BASE - AS -BUILT . FLOOR TYPES Area X BWPM = Points ' Type R-Value Area X WPM = Points Slab 413.0(p) Raised Base Total: -2.1 -867.3 0.0 0.00 0.0 -867.3 • 1. Slab-On-Grade Edge Insulation 0.0 218.04 -2.10 - 457.8 2. Slab-On -Grade Edge Insulation 0.0 195.0(p -2.10 -409.5 As -Built Total: 413.0 - 867.3. INFILTRATION Area X BWPM = Points Area X WPM = Points 3727.0 -0.06 -223.6 3727.0 •0.06 -223.6 Winter Base Points: 3479,0 Winter As-Built Points: 6554.8 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSNM x AHU) . 3479.0 0.5540 1927.3 (Sys 1: Electric Strip 34000 btuh ,EFF(1.0) Dusts:Unc(S),Con(R),Int(AH),R6.0 6551.8 0.500 (1.085 x 1.137 x 0.86)1.000 0.950 3319.0 (sys 2: Electric Strip 34000 btuh ,EFF(1.0) Duds :Unc(S),Con(R),Int(AH),R6.0 6551.8 0.500 (1.085x 1.137 x 0.86)1.000 0.950 33319.0 6551.8 1.00 1.066 1.000 0.950 6638.0 EnergyGaugeM DCA Form 600A-2004R • • • •• ••• • • •• • • • •. • • ••• •. • • • •• • • • • • • • • • ..• •• • • ••• • • • • '. • . • •• ••• ••• • • • • • • 0. .. •• • • ••• •• • . • • • • • • •••• • • • ••• • • EnergyGauge®IFIaRES7004R FLRCPB v4.5.2i • • • • • • • • • • • • • • • • • • • •• •• • • . •• •• • •• '• ▪ FORM 600A-2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Cooling Points + Heating + Points Volume Bedrooms Ratio Multiplier 3 2273.00 + 6819.0 2.0 0.82 3 0.50 1233.04 1.00 1849.6 Total Points 32722 1927 2.0 0.82 3 0.50 1233.04 1.00 1849.6 41468 24829 6638 As -Built Total: 3699.1 FnergyGaugeN DCA Form 600A 2004R PASS •. •••.•• • • • •• • • • • • • • •• • ••• .. • • • •• ,. •.. • • • ..• • • • • • • • .. • ▪ • • • . • • • • • • • • •••.••• • Fnergyt;auge®1FIaRE3'2004R FLRCPB v4.5.2: • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points x. Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 32722 1927 6819 41468 24829 6638 3699 35166 FnergyGaugeN DCA Form 600A 2004R PASS •. •••.•• • • • •• • • • • • • • •• • ••• .. • • • •• ,. •.. • • • ..• • • • • • • • .. • ▪ • • • . • • • • • • • • •••.••• • Fnergyt;auge®1FIaRE3'2004R FLRCPB v4.5.2: • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • - FORM 600A -2004R EnergyGauge® 4.5.2 Code Compliance .Checklist Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMi, FL, 33138- PERMIT #: 6A-21 INFILTRATION: REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECFS Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 ccm/sq.ft. door area. u' Exterior & Adjacent Walls 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exto icr wan panels at comers; util ty penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Fbars 606.1 ABC.1.2.2 Penetrations/openings >1/8° sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous Infiltration barrier is install that is sealed to the perimeter, penetrations and seams. v Ceilings . 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. .� Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed NS( with .112" clearance & 3° from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Muhl -story Houses 606.1ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. F/or Additional infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have cxunbustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or dearly marked cir breaker (electric) or cutoff ( gas) must be provided. External or buds in heat trap required. u' Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. v Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 both sides. Common ceiling & floors R -11. •• ••• • • • • • •• • • • • • • •• • • • • • • •• • •• • • • •• • • • • • • • ■ ••• ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • ••• • ; • • • ••• • • • i_nergyGauge"" DCA Form 600A 2004R EnergyGaugee/FlaRES'2004R FLRCPB v4.5.2; • • • • : i • • • • • • • • • • • ••• • • •• •• ••• •:• • • • ••• • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 89.1 The higher the score, the more efficient the home. Stacey & Brian Levy, 1051 NE 93 Street, MIAMI, FL, 33138- 1. New construction or existing 2. Single family or multi-family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass typel and area (Label read. by 13- 104.4.5 if not default) a. U- factor: (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On- Grade Edge Insulation b. Slab- On -Grade Edge Insulation c. N/A 9. Wall types a Concrete, Int Insul, Exterior b. Concrete, Int Iusul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior b. Sup: Unc. Ret: Con. AH(Sealed):Interior Addition _ 12. Cooling systems Single family _ a. Central Unit/Split 1 3 _ b. Central Unit/Split No 3727 ft2 c. N/A Description Area 7a(Sngle Default) 774.7 ft2 7b. (Clear) 774.7 ft2 _ R=0.0, 218.0(p) ft T R 1.0,195.0(p) ft _ R=4.1, 1530.9 ft2 R=4.1, 1397.4 ft2 R=30.0, 1750.0 ft2 R=30.0, 1977.0 ft2 - Sup. R=6.0, 30.0 ft Sup. R=6.0, 45.0 ft Cap: 46.0 kEtu/hr SEER: 15.00 Cap: 46.0 kBtu/hr _ SEER 15.00 13. Heating systems a. Electric Strip Cap: 34.0 kBtu/hr COP: 1.00 b. Electric Strip Cap: 34.0 kBtathr COP: 1.00 c. N/A 14. Hot water systems a. LP Gas b. LP Gas c. Conservation credits (II -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H-Multizone heating) T certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Cap: 2.0 gallons y, EF: 0.82 Cap: 2.0 gallons - EF: 0.82 PT, CF, Address of New Rome: City/FL Zip: •" • • • . .. • • *NOTE: The home's estimated energy performance score is only available through tits Zs4>�RE9�eompute7 p7vVam. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar� designation), your home may qualify for energy efficiency mortgage ( incentives;fyou obtaks a FjorielaamengrGauge fta0g. Contact the Energy Gauge hotline at 321/638 -1492 or see the Energy Gauge webWt" a d# 4ww fsec. ucedufot : : information and a list of certified Raters. For information about Florida's Energy r, cii* Coricot: ?uildi tg' • Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter G7 ass output on ves i • • • • EnegyGauge® (Version: FCPIs 4. ). • • • • • • • • ••• • • •. • • • . •• •• • • 1111• • • • • • • • .0011 • • • • • • • • • 00 •• • • Summary Energy Code Results Residential Whole Building Performance Method A Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Project Title: LEVY' S RESIDENCE Code Only Professional Version Climate: South 5/20/2008 • .• •••.: • • .•• ::.•' • •PASS ••.•••• • • e- Ratio: 0.85 •• • • •. •••. • • ••• ••• ••• •. • • • . . • • •. . . •. • • • • •. ••.•• EnergyGauge®(Version: FLRCPB v4.5)„ • • • • . ••• • . • • • • • • • • • • • • •• •• •,• • .•• • • . • • • •• Building Loads , Base As -Built Summer: Winter: Hot Water: Total: 1.0068E5 pointCummer: 3479 points 6273 points 110435 points Winter: Hot Water: Total: 113867 points 6552 points 6273 points 126692 points • .• •••.: • • .•• ::.•' • •PASS ••.•••• • • e- Ratio: 0.85 •• • • •. •••. • • ••• ••• ••• •. • • • . . • • •. . . •. • • • • •. ••.•• EnergyGauge®(Version: FLRCPB v4.5)„ • • • • . ••• • . • • • • • • • • • • • • •• •• •,• • .•• • • . • • • •• Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 32722 points 1927 points 6819 points 41468 points Cooling: 24829 points Heating: 6638 points Hot Water: 3699 points Total: 35166 points • .• •••.: • • .•• ::.•' • •PASS ••.•••• • • e- Ratio: 0.85 •• • • •. •••. • • ••• ••• ••• •. • • • . . • • •. . . •. • • • • •. ••.•• EnergyGauge®(Version: FLRCPB v4.5)„ • • • • . ••• • . • • • • • • • • • • • • •• •• •,• • .•• • • . • • • •• System Sizing Calculations - Summer Residential Load - Whole House Component Details Stacey & Brian Levy Project Title: Code Only 1051 NE 93 Street LEVY' S.RESIDENCE MIAMI, FL 33138- Climate: South Professional Version Reference City: Miami . (Defaults) Summer Temperature Difference: 15.0 F 5/20/2008 Window 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Type* Pn/SHGC/U /InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sqft) Gross . Shaded Unshaded HTM Shaded Unshaded Load 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Cf'ear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 127, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N Window Total S S S. s S E N N N s s S w N N N N 5ft. 1.83 1.83 1.83 1.83 1.83 1.83 1,83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 9ft. 6.33 8.16 8.5ft 8.25f 8.5ft 7ft. 8.5ft $.5ft 8.5ft 6.33 8.5ft 3.5ft 5.08 8.5ft 8.5ft 7ft. 8.5ft Walls 1 2 Type Concrete BIk,Hollow - Ext Concrete BIk,Hollow - Ext Wall Total Doors Type Insulated. - Exterior Door Total 33.8 33.8 28.0 28.0 28.0 28.0 32.7 32.7 28.0 28.0 18.7 0.1 15.8 0.0 35.0 0.0 22.2 0.0 175.0 0.0 28.0 28.0 65.3 65.3 42.0 42.0 33.8 1.7 35.0 0.0 37.3 0.0 46.2 0.0 70.0 0.0 775 (soft) 0.0 0.0 0.0 0.0 0.0 18.6 15.8 35.0 222 175.0 0.0 0.0 0.0 32.1 35.0 37.3 46.2 70.0 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 37 37 37 37 37 92 92 35 35 35 37 37 37 92 35 35 35 35 R-Value/U-Value Area(sqft) 4.1/0.15 1530.9 4.1/0.15 1397.4 2928 (soft) Ceilings 1 2 Type/Color /Surface Unvented Attic/DaricTile Unvented Athc/DarkTile Ceiling Total R -Value 30.0 30.0 Area (soft) 14.0 14 (soft) Floors 1 2 Type Slab On Grade Slab On Grade Floor Total Area(sgft) 1750.0 1977.0 3727 (soft) R -Value Size 0.0 218 (ft(p)) 0.0 195 (ft(p)) 413.0 (soft) HTM 2.9 2.9 1198 Btuh 992 Btuh 992 Btuh 1157 Btuh 992 Btuh 1721 Btuh 1455 Btuh 1240 Btuh 785 Btuh 6198 Btuh 992 Btuh 2314 Btuh 1487 Btuh 3020 Btuh 1240 Btuh 1322 Btuh 1637 Btuh 2479 Btuh 31219 Btuh HTM 10.5 Load 4383 Btuh 4001 Btuh 8383 Btuh Load 147 Btuh 147 Btuh HTM Load 2.4 4124 Btuh 2.4 4659 Btuh 8783 Btuh HTM 0.0 0.0 Load 0 Btuh 0 Btuh 0 Btuh Envelope Subtotal: 48533. Btuh Infiltration Type SensibleNatural Internal gain ACH Volume(cuft) wall area(soft) CFM= 0.23 33543 2928 240.4 Occupants 11 Load 2121 Btuh Btuh/occupant. • ..: ,Applignges , • Lbad X 230 :1- •10006 :.: '7530 Btuh Sensible i"nvefopetbad' • ' X184 Btuh Duct load (DGM s vary ry f or Mrxe d d uct j •••71.21 Btuh • • • • Sensible t.00ccAR Zones: • • : X53049► Btuh • • • • EnergyGauge® FLRCPB v4.5.2 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • -•• •• • ••• Page 1 Manual J Summer Calculations Residential Load Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- - Component Details (continued.) Project Title: Code Only LEVY' S RESIDENCE Professional Version Climate: South 5/20/2008 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (11 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 58184 Btuh 7126 Btuh 65309 Btuh 1155 Btuh 0 Btuh 66464 Btuh 5070 Btuh 2760 Btuh 1446 Btuh 2200 Btuh 4300 Btuh 15776 Btuh 82239 Btuh 1. Central Unit/Split 2. Central Unit/Split TRANE #(Outside)TRANE #(Inside) TRANE #(Outside)TRANE #(Inside) 46000 Btuh 46000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Haif(H)) (Omt - compass orientation) EnergyGauge® FLRCPB v4.8.2 • • • • Version 8 • • • • . .For4 lorida vesidences only . . • • • • • • • • • ••• •• • • • • •• • • • • • • . • •• • • • • •• ••• ••• • • • • • • •• •• •• • ••• •• . • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • •0 •• • • • • ••• • • • ••• • • • • • • • • • •• •• • • Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Stacey & Brian Levy Project Title: Code Only LEVY' 8 RESIDENCE Professional Version Climate: South 5/20/2008 1051 NE 93 Street MIAMI, FL 33138- Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F Window Panes/SHGC /Frame/U_ Orientation Area(sbft) X HTM= Load 1 2 3 4 5 6 . 7 8 9 10 11 12 13 14 15 16 17 18 1, Clear, Metal, 1.27 S 33.8 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 S 32.7 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 E 18.7 25.4 1, Clear, Metal, 1.27 E 15.8 25.4 1, Clear, Metal, 1.27 N 35.0 25.4 1, Clear, Metal, 1.27 N 22.2 25.4 1, Clear, Metal, 1.27 N 175.0 25.4 1, Clear, Metal, 127 S 28.0 25.4 1., Clear, Metal, 1.27 S 65.3 25.4 1, Clear, Metal, 1.27 S 42.0 25.4 1, Clear, Metal, 1.27 W 33.8 25.4 1, Clear, Metal, 1.27 N 35.0 25.4 1, Clear, Metal, 1.27 N 37.3 25.4 1, Clear, Metal, 1.27 N 46.2 25.4 1, Clear, Metal, 1.27 N 70.0 25.4 Window Total 775(sgft) 859 Btuh 711 Btuh 711 Btuh 830 Btuh 711 Btuh 474 Btuh 400 Btuh 889 Btuh 563 Btuh 4445 Btuh 711 Btuh 1659 Btuh 1067 Btuh 857 Btuh 889 Btuh 948 Btuh 1174 Btuh 1778 Btuh 19678 Btuh Walls 1 2 • Type R -Value . Area X HTM= Concrete BIk, Hollow - Ext(0.15) 4.1 1531 3.0 Concrete Bik,Hollow - Ext(0.15) 4.1 1397 3.0 Wall Total 2928. . Load 4542 Btuh 4146 Btuh 8687 Btuh Doors 1 Type Area X HTM= Insulated - Exterior 14 7.0 Door Total 14 Load 98 Btuh 98Btuh Ceilings 1 2 Type /Color /Surface R-Value Area X HTM= Unvented Attic/D/Tile 30.0 1750 0.6 Unvented Attic/D/Tiie 30.0 1977 0.6 Ceiling Total 3727 Load 1115 Btuh 1259 Btuh 2374Btuh Floors 1 2 Type R-Value Size X HTM= Slab On Grade 0 218.0 ft(p) 23.6 Slab On Grade 0 195.0 ft(p) 23.6 Floor Total 413 . Load 5145 Btuh 4602 Btuh 9747 Btuh ••. ••• • • Envelope SdbtotaI::. • • • •.: ' • • • •• • • • op Btuh • • • • • • • Infiltration Type ACH X Volume(cuft) walls(sgt)• CFM Natural(Adjusted for ventilation) 0.43 33543 2928 240.4 ••• •• • • 787 iltuh ••• • • • • Ductload • (DLM c3 I ow ducts) • • • 4636 dtuh EnergyGauge® FLRCPB v4.5.2 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • e • • • • • • • •• •• ••• • • Page 1 Manual J Winter Calculations Residential Load Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- - Component Details (continued) Project Title: Code Only LEVY' S RESIDENCE Professional Version Climate: South 5/20/2008 All Zones Senslble Subtotal All Zones 50507 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 50507 Btuh 1539 Btuh 52046. Btuh 1. Electric Strip 2. Electric Strip 34000 Btuh 34000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U -Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floortypes ) EnergyGauge® FLRCPB v4.5.2 •• ••• • • • • • •• • • •• ••• •• • • • • •• • • • • • • • • • • • • •• • • • • •• Version 8 For Florida residences only • • • • • • • • • • • • • ••• • • • • • • • ••• ••• • • • • • ,1 •• •• • • ••• • • • • • • • • • s • • • • • ••• • • • • ••s • • • • • • • • • • ••• • • i • • • • • • • • ••••• • • 00 00 ••• 000 • • 000 so Page 2 Residential System Sizing Calculation Summary Project Title: LEVY' S RESIDENCE Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Code Only Professional Version Climate: South Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) VlLVILVVV Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating Toad calculation 52046 Btuh Total cooling Toad calculation 82239 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 130.7 68000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total % of calc Btuh 101.0 67160 157.5 24840 111.9. 92000 WINTER CALCULATIONS Winter Heati ng Load (for Load component Load Window total 775 sqft 19678 Btuh Wail total 2928 sqft 8687 Btuh Door total 14 sqft 98 Btuh Ceiling total 3727 sqft 2374 Btuh Floor total See detail report 9747 Btuh Infiltration 240 cfm 5287 Btuh Duct Toss 4636 Btuh Subtotal 50507 Btuh Ventilation 70 cfm 1539 Btuh TOTAL HEAT LOSS 52046 Btuh SUMMER CALCULATIONS Summer Cooling Laad (far 3727 so ft ) Load component Load Window total 775 sqft 31219 Btuh Wall total 2928 sgft. 8383 Btuh Door total 14 sqft 147 Btuh Ceiling total 3727 sqft 8783 Btuh Floor total 0 Btuh Infiltration 129 cfm 2121 Btuh internal gain 7530 Btuh Duct gain 7126 Btuh Sens. Ventilation 70 cfm 1155 Btuh Total sensible gain 66464 Btuh Latentgain(ducts) 1446 Btuh Latent gain infiltration) 5070 Btuh Latent gain(ventilation) 2760 Btuh Latent gain(intemaltoccupants/other) 6500 Btuh Total latent gain 15776 Btuh TOTAL HEAT GAIN 82239 Btuh Version 8 For Florida residences only W lls(17%) • • ■•• •• EnergyGau a S;st$m Sizidg I PREPAREDBT::: • DATE: • • EnergyGauge® FLRCPB v4.5.2 fit• • • • • • • ,;�• i • • • • • • • •• •• • • • • • • • • • • • • •• •• • • • ••• • • • ••• FORM 600A -2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY C • }j -Ewa 1) FOR BUILDING CONSTRUCTIO 173 12 MI Florida Department of Community Affairs Residential Whole Building Performance Method A BY: - Project Name: Address: City, State: Owner Climate Zone: LEVY' S RESIDENCE 1051 NE 93 Street MIAMI, FL 33138 - Stacey & Brian Levy South Builder. Permitting Office: DADE Permit Number. Jurisdiction Number: 232400 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned. floor area ( &2) Glass typel and area (Label read. by 13- 104.4.5 if not default) U -factor: Description Area Or Single or Double DEFAULT) 7a(Sngle Default) 774.7 ft2 SHGC: (or Clear or Tint DEFAULT) 7b. Floor types Slab-On- Grade Edge insulation Slab -On -Grade Edge Insulation N/A Wall types Concrete, Int Instil, Exterior Concrete, Int Instil, Exterior N/A N/A N/A Ceiling types Under Attic Under Attic 7. a. b. 8. a, b. c. 9. a. b. c. d. Ie• O a. b. Addition Single family 1 3 No 3727 ft2 c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):lnterior b. Sup: Unc. Ret: Con. AH(Sealed) :Interior (Clear) 774.7 ft2 R=0.0, 218.0(p) it R=0.0, 195.0(p) ft _ R=4.1, 1530.9 ft2 R=4.1,1397.4 ft2 _ R=30.0, 1750.0 ft; - 12=30.0,1977.0 ft2 - Sup. R4.0, 30.0 ft - Sup. R=6.0, 45.0 ft - 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. LP Gas b. LP Gas c. Conservation credits (DR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H Multizone heating) Cap: 46.0 kBtu/hr w SEER: 15.00 Cap: 46.0 kBtu/br - SEER: 15.00 Cap: 34.0 kBtuwhr COP: 1.00 Cap: 34.0 kBtu/hr _ COP: 1.00 Cap: 2.0 gallons _ EF: 0.82 Cap: 2.0 gallons EF:-0 82 PT, CF, Glass/Floor Area: 0.21 Total as -built points: 35166 Total base points: 41468 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance f - Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building; `as designed, is in compliance with the .Florida Energy Code, OWNERIAGENT: DATE: err 1 Predominant glass type. For actual g - type and areas; see Summer & Winter Glass output o EnergyGauge® (Version: FLRCPB v4.5.2) Review of the plans and specifications covered by calculation indicate corn with the Florida E Before constructs this building will compliance with $ � Florida Statutes. • BUILDING 0 DATE: 1 - FORM 600A -24048 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details EnergyGauge® 4.5.2 fADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Potnts .18 3727.0 30.53 20481.0 1.Singler Clear S 5.0 9.0 33.8 66.93 0.64 1456.0 2.Singte, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 3.Single, Clear 8 1.8 8.2 28.0 68.93 0.90 1686.0 4.Single, Clear S 1.8 8.5 32.7 66.93 0.91 1987.0 5.Singte, Clear S 1.8 8.3 28.0 66.93 0.90 1690.0 6.Single, Clear E 1.8 8.5 18.7 78.71 0.94 1381,0 7.Single, Clear E 1.8 7.0 15.8 78.71 0.91 1127.0 8.Single, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 9.Single, Clear N 1.8 8.5 22.2 36.46 0.96 772.0 10:Single, Clear N 1.8 8.5 175.0 36.46 0.96 6096.0 11.Singte, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 12.Singte, Clear S 1.8 8.5 65.3 66.93 0.91 3973.0 13.Single, Clear S 1.8 3.6 42.0 66.93 0.66 1855.0 14.Stngte, Clear W 1.8 5.1 33.8 70.53 0.84 1$8.0 15.Single, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 16.Single, Clear N 1.8 8.5 37.3 36.46 0.96 13000 17.$ingle, Clear N 1.8 7.0 46.2 36.46 0.94 1575.0 18.Single, Clear N 1.8 8.5 70.0 36.46 0:96 2438.0 As -Bullt Total: 774.7 34804.0 WALL TYPES Area X BSPM = Points Type R-Vatue Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, int maul, Exterior 4.1 1530.9 2.32 3544.0 Exterior 2928.3 2.70 7906.4 2. Concrete, Int Insul, Exterior 4.1 1397.4 2.32 3235.0 Base Total: 2928.3 7906.4 [ As -Built Total: 2928.3 6779.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 ,1.F_xterior Insulated 14.0 6.40 89.6 Exterior 14.0 6.40 89.6 Base Total: 14.0 89.6 As -Bullt Total: 14.0 89.6 •• .•• • • • • • •• CEILING TYPES Area X BSPM = Points Type R -Vlue &Bra X:SPI1� X WM = • • Points Under Attic 3727.0 2.80 1Q435.6 1. Under Attic • 40.00• •X ' :17.58!0 2.7711.00 • 4847.5 2. Under Attic 30.0 1977.0 2.77 X 1.00 5476.3 Base Total: 3727.0 10435.6 _. As -Butt Total: -.. _. ► 3740 0 .11' ... • 10323.8 •• • • • • • • • • .0 • • • • • • • • .•.• t•• • • • • • • •• •• • • EnergyGauge® DCA Form 600A -2004R EnergjGauge®/FIaRES'2004R FLRCPB v4.5.2 •.• . • . • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• . • • ••• • • - FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ErtergyGauge® 4.5.2 ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: EnergyGauge?" DCA Form 600A -20048 •• ••• • • • • • •• • • • . • • • • • • •• ••• •• • • • •• .• • ... ••• •.• • • • . • .•• •. • • • • • • • • • • •• • • • .. •.•.. •• •• •.•• • • • . . ••• • • • • ••. • • • • •.,• •• • • EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 • • • • •`• • • • • • •• •• • • • •• •• •.• • • • ••. • • BASE AS- BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised Base Total: 413.0(p) -20:0 - 8260.0. 0.0 0.00 0.0 4260.0 1. Slab-On-Grade Edge tnsulatlon 0.0 218.0(r 20.00 - 4360.0 2. Stab •On -Grade Edge insulation 0.0 195.0(p 20.1 -3900.0 As -Bull# Total: 413.0 4260.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3727.0 18.79 70030.3 3727.0 18.79 70030.3 Summer Base Points;100682.9 Summer As -Built Points: 113866.7 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit . Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 100682.9 0.3250 32722.0 (sys 1: Central Unit46000btuh ,SEER/EFF(15.0) Duds: Urn :(S),Con(R),Ini(AH),R6.0(INS) 113867 0.50 (147 x 1.165 x 0.85) 0.227 0.902 12414.6 (sys 2 Central Unit 46000btuh ,SEERIEFF(15.0) Duct:Unc (S),Con(R),Ini(AH),R6.0(INS) 113867 0.50 (1.07 x1.165 x 0.85) 0.227 0.902 12414.6 113866.7 1,00 1.063 0 227 0.902 24829.3 EnergyGauge?" DCA Form 600A -20048 •• ••• • • • • • •• • • • . • • • • • • •• ••• •• • • • •• .• • ... ••• •.• • • • . • .•• •. • • • • • • • • • • •• • • • .. •.•.. •• •• •.•• • • • . . ••• • • • • ••. • • • • •.,• •• • • EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 • • • • •`• • • • • • •• •• • • • •• •• •.• • • • ••. • • 1 - FORM 600A -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE f AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area C Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Pain .18 3727.0 3.60 2415.0 .1.SIngler Clear S 5.0 9.0 33.8 4.49 1.16 178.0 2.SIngle, Clear S 1,8 6.3 28.0 4.49 1.03 129.0 . , 3.Single, Clear S 1.8 8.2 28.0 4.49 1.01 127.0 4.Single, Clear S 1.8 8.5 32.7 4.49 1.01 148.0 _5.Singie, Clear S 1.8 8.3 28.0 4.49 1.01 127.0 6.SIngle, Clear E 1.8 8.5 18.7 4.77 1.02 90.0 7.Single, Clear E 1.8 7.0 15.8 4.77 1.02 76.0 8.Singie, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 9.Single, Clear N 1.8 8.5 22.2 6.03 0.99 132.0 10.Single, Clear N 1.8 8.5 175.0 6.03 0.99 1048.0 11.Singte, Clear S 1.8 6.3 28.0 4.49 1.03 129.0 12.Single, Clear 8 1.8 8.5 65.3 4.49 1.01 296.0 13.Single, Clear S 1.8 3.5 42.0 4.49 1.14 215.0 r 114.Singie, Clear W 1.8 5.1 33.8 5,49 1.00 185.0 15.Singte, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 ' 16.Singfe, Clear N 1.8 8.5 37.3 6.03 0.99 223.0 17.Single, Clear N 1.8 7.0 46.2 6.03 0.99 276.0 ' 18.Slrrgte, Clear N 1.8 8.5 70.0 6.03 0.99 4tg 0 • • M -Built Total: 774.7 4214.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, int maul. Exterior 4.1 1530.9 1.03 1584.5 Exterior 2928.3 0.60 1757.0 2. Concrete, Int Insul, Exterior 4.1 • 1397.4 1.03 1446.3 Base Total: 2928.3 1757.0 ' As -Bulk Total: 2928.3 3030.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points , Adjacent 0.0 0.00 0.0 1.Exterior Insulated 14.0 1.80 25.2 Exterior 14.0 1.80 25.2 Base Total: 14.0 25.2 As- BulltTotal: 14.0 25.2 •• ••• • • • • • •• CEILING TYPES Area X BWPM = Points Type R Vaft=e ArDa• X VYPNIX SMM = Points Under Attic 3727.0 0.10 372.7 1. Under Attic • 80.0, • •759.9 .3.•70 X 1!0c• • • 175.0 2. Under Attic 30,0 1977.0 0.10 X 1.00 197.7 Base Total: 3727.0 372.7 As -Bunt Total:. s - . 372.0 . I • • • • • 372.7 EnergyGauge® DCA Form 600A -2004R •• • • • • • • • • • • • • • •. • • • • •• •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: EnergyGauge m DCA Fonn 600A 20048 •• ••• • • • • • ••. • • • • • ••. • ••• ••• ••• • • • •• • • '•• •• •• • • • • •• • • • • • • • • • • • • •• •• • • • • • •• • • •••• • • • • • • • • • • • • • • ••• • • • EnergyGauge®/FIaRES2004R FLRCPB'v4.5.2 • • • • • • • • • • • .. .• • • • •• •• ... • • • •.• • • BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 413.0(0 -2.1 -867.3 1. Slab-On -Grade Edge Insulation 0.0 218.0(r -2.10 -457.8 Raised 0.0 . 0.00 0.0 2. Slab-On -Grade Edge Insulation 0.0 195.0(p -2.10 -409.5 Base Total: .867.3 As -Built Total: 413.0 -867.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 3727.0 -0.06 -223.6 3727.0 .0.06 -223.6 Winter Base Points: 3479 *0 Winter A s- Btti -t Points: 6551-.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (Sys 1: Electric 34000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 6551.8 0.500 0.085 x 1.137 x 0.86)1.000 0.950 3319.0 (sys 2: Electric Strip 34000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),tnt(AH),R6.0 6551.8 0.500 (1.085x 1.137 x 0:86)1.000 0.950 331 9.0 3479.0 0.5540 1927.3 6551.8 1.00 1.066 1.000 0.950 6638.0 EnergyGauge m DCA Fonn 600A 20048 •• ••• • • • • • ••. • • • • • ••. • ••• ••• ••• • • • •• • • '•• •• •• • • • • •• • • • • • • • • • • • • •• •• • • • • • •• • • •••• • • • • • • • • • • • • • • ••• • • • EnergyGauge®/FIaRES2004R FLRCPB'v4.5.2 • • • • • • • • • • • .. .• • • • •• •• ... • • • •.• • • FORM 600A-2004R EnergyGauge® 44.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 1 ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE . CODE COMPLIANCE STATUS AS -BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Cooling Points + Heating + Points Volume Bedrooms Ratio Multiplier 3 2273.00 + 6819.0 2.0 0.82 3 0.50 1233.04 1.00 1849.6 Total Points 32722 1927 2.0 0.82 3 0.50 1233.04 1.00 1849.6 41468 24829 6638 As -Bufft Total; 3699.1 PASS •• ••• • • • • • •• • • • • . .. • • • • ••••• •• ..• •• • • • •. .. • ..• ... ..• • • .• ••• •• •• • • • • • • • • • • • • • • • • • •. •• • • • • • • • • • •••. • . • • • ••• • • • • • • • • • • • • • • EnergyGaugem DCA Form 600A -2004R EnergyDauge®/FIaRES'2004R FLRCPB v4.5.2 • : • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 32722 1927 6819 41468 24829 6638 3699 35166• PASS •• ••• • • • • • •• • • • • . .. • • • • ••••• •• ..• •• • • • •. .. • ..• ... ..• • • .• ••• •• •• • • • • • • • • • • • • • • • • • •. •• • • • • • • • • • •••. • . • • • ••• • • • • • • • • • • • • • • EnergyGaugem DCA Form 600A -2004R EnergyDauge®/FIaRES'2004R FLRCPB v4.5.2 • : • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 600A -2004R EnergyGauge® 4.5.2 Code Compliance .Checklist Residential Whole Building Performance Method A Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138 - 6A 21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECF� '� Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfrn/sq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is Installed that extends frbm, and is sealed to, the foundation to the top plate. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. , Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Floors 606.1 ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is install that is sealed to the perimeter, penetrations and seams. Air Distribution Systems Ceilings 606.1 ABC.1.2.3 Between wails & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, *sin gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is . installed that is sealed at the perimeter, at penetrations and seams. HVAC Controls Recessed Lighting Fbctures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. ,S Multi -story Houses • 606.1..ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. egir ✓ Additional Infiltration refits / 806.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff ( gas) must be provided. External or built -in heat trap required. t0 Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. , Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Shower heads 612.1 Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 both sides. Common ceiling & floors R -11. •• .•. • • • • • •. • • • • • . • •. • .•• ••• •. • • • •• •• • ••• ••• ••• .• • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • - • • • • • • EnergyGaugeTM DCA Form 600A -2004R Energy0auge@/FIaRES'20o 4R FLRCPB v4.5.2 ••* • • • • -•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 89.1 The higher the score, the more efficient the home. Stacey & Brian Levy, 1051 NB 93 Street, MIAMI, FL, 33138- 1. New construction or existing Addition 2. Single family or multi- family Single family 3. Number aunts, if multi - family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3727 ft2 7. Glass typel and area (Label read. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 774.7 ft2 b. SHGC: (or Clear or Tmt DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation R4).0, 218.0(p) ft b. Slab -On -Grade Edge Insulation I&0.0, 195.0(p) ft c. N/A 9. Wail types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. NIA e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior b. Sup: Unc. Ret: Con. AH(Sealed):Interior (Clear) 774.7 ft2 R= 4.1,1530.9 ft2 R=4.1, 1397.4 ft2 - R == 30.0,1750.0 ft2 R=30.0, 1977.0 112 Sup: R4.0, 30.0 ft Sup. R=6.0, 45.0 ft 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A Cap: 46.0 kBtu/hr SEER 15.00 Cap: 46.0 kftu/hr SEER: 15.00 13. Heating systems a. Electric Strip Cap: 34.0 kBtu/hr COP: 1.00 _ b. Electric Strip Cap: 34.0 kBtu/hr - COP: 1.00 c. N/A 14. Hot water systems a. LP Gas b. LP Gas c. Conservation credits (HR -Heat recovery, Solar DHP -Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- l4ultizone cooling, MZ-H-Multizone heating) T certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Cap: 2.0 gallons EF: 0.82 Cap: 2.0 gallons - EF: 0.82 PT, CF, _.._. •• ••• • • • Address of New Home: • City/FL Zip: • • •• • • • • •. • • • • • *NOTE: The home's estimated energy performance score is only available through the Itillag computer program. • This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStaz'designation), your home may qualify for energy efficiency mortgage (EEIi4) incentives f'you obtained Fleptda Erkity Gauge Rdting * • Contact the Energy Gauge hotline at 321/638 -1492 or see the Energy Gauge web Alt rawuv feet. i1'ecSt or • information and a list of certified Raters. For information about Florida's EnergyEiciencyG�'ode FFOr Building • • • • Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass gatput on es 2&4. • ; • EnergyGauge® (Version: FCPlv4.5.2) 4 • • • • • • • • • • •• •• a•• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • Summary Energy Code Results Residential Whole Building Performance Method A Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Project Title: LEVY S RESIDENCE Code only Professional Version Climate: South 5/20/2008 PASS e- Ratio: 0.85 •• ••• • • • • • •• • . • • • •• • • • •• • • ••' • • • • ••• • • ••••••• • •• •s• •• • • • •• •• • •••. ••• ••• • • • • • • ••• •• • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • •• • • EnergyGauge®(Version: FLRCPB v4.5) ' 0 0 • • ;. • • • • • ••• • • • • • • • • • • • • • • •• •• 0 • • •• •• • ••• • • • 000 • Building Loads Base As -Built Summer: Winter: Hot Water: Total: 1.0068E5 poirrtCummer: 3479 points 6273 points 110435 points Winter: Hot Water: Total: 113867 points 6552 points 6273 points 126692 points PASS e- Ratio: 0.85 •• ••• • • • • • •• • . • • • •• • • • •• • • ••' • • • • ••• • • ••••••• • •• •s• •• • • • •• •• • •••. ••• ••• • • • • • • ••• •• • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • •• • • EnergyGauge®(Version: FLRCPB v4.5) ' 0 0 • • ;. • • • • • ••• • • • • • • • • • • • • • • •• •• 0 • • •• •• • ••• • • • 000 • Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 32722 points 1927 points 6819 points 41468 points Cooling: Heating: Hot Water: Total: 24829 points 6638 points 3699 points 35166 points PASS e- Ratio: 0.85 •• ••• • • • • • •• • . • • • •• • • • •• • • ••' • • • • ••• • • ••••••• • •• •s• •• • • • •• •• • •••. ••• ••• • • • • • • ••• •• • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • •• • • EnergyGauge®(Version: FLRCPB v4.5) ' 0 0 • • ;. • • • • • ••• • • • • • • • • • • • • • • •• •• 0 • • •• •• • ••• • • • 000 • System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: LEVY' S RESIDENCE Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Reference City: Miami . (Defaults) Summer Temperature Difference: 15.0 F Code Only Professional Version Climate: South 5/20/2008 Window 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 Walls 1 2 Doors • Type* Pn!SHGC/U /InSh/ExSh/IS Ornt 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1,27, None,N,N E 1, Clear, 1.27, None,N,N E 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N N 1, Clear; 1.27; None,N,N N 1, Clear, 1.27; NOne,N,N S 1, Clear, 1.27, None,N,N S 1, C ear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N W 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N N Window Total Overhang Len Hgt 5ft 91t. 1.83 6.33 1.83 8.16 1.83 8.5ft 1.83 8.25f 1.83 8.511 1.83 7ft. 1,83 8.5ft 1.83 8.5ft 1.83 8.5ft 1.83 6.33 1.83 8.5ft 1.83 3.58 1.83 5.08 1.83 8.5ft 1.83 8.58 1.83 7ft. 1.83 8.5ft 'Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load Type Concrete Blk,Hollow - Ext Concrete BIk,Hollow - Ext Wall Total Type Insulated. - Exterior Door Total 33.8 33.8 28.0 28.0 28.0 28.0 32.7 32.7 28.0 28.0 18.7 0.1 15.8 0.0 35.0 0.0 22.2 0.0 175.0 0.0 28.0 28.0 65.3 65.3 42.0 42.0 33.8 1.7 35.0 0.0 37.3 0.0 46.2 0.0 70.0 0.0 775 (sqft) 0.0 0.0 0.0 0.0 0.0 18.6 15.8 35.0 22.2 175.0 0.0 0.0 0.0 32.1 35.0 37.3 46.2 70.0 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 37 37 37 37 37 92 92 35 35 35 37 37 37 92 35 35 35 35 R- VaIue/U Value Area(sqft) 4.1/0.15 1530.9 4.1/0.15 1397.4 2928 (sqft) HTM 2.9 2.9 1198 992 992 1157 992 1721 1455 1240 785 6198 992 2314 1487 3020 1240 1322 1637 2479 31219 Load 4383 Btuh 4001 Btuh 8383 Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Ceilings 1 Floors 1 2 Type/Color /Surface R-Value Unvented Attic/Darlene 30.0 Unvented Attic/DarkTile 30.0 Ceiling Total Type R -Value Stab On Grade 0.0 Slab On Grade 0.0 Floor Total Area (sqft) 14.0 14 (sqft) Area(sqft) 1750.0 1977.0 3727 (sqft) Size 218 (ft(p)) 195 (ft(p)) 413.0 (sqft) HTM 10.5 Load 147 Btuh 147 Btuh HTM 2.4 2.4 Load 4124 Btuh 4659 Btuh 8783 Btuh HTM 0.0 0.0 Load 0 Btuh 0 Btuh 0 Btuh Envelope Subtotal: 48533. Btuh Infiltration* Type SensibleNatural Internal gain ACH Volume(cuft) wall area(sqft) CFM= 0.23 33543 2928 240.4 Occupants Btuh/occupant ... •A pla&a • 11 X 230 + •• •:54d : : Sensible Envelope .oats' Load 2121 Btuh : Lose 4559 Btuh 5!1bi Btuh Duct load (DGMs vary for Mated ducts).• • • • • • • • • :s. • • • • Sensible Lt d AjPZone?? 7,• 14 ?6.tub • • • • 609 $ttrh EnergyGauge® FLRCPB v4.5.2 1100 • • • • • • • • • • • • • •• *0 •• •• ••• • • • • • 4100 • • 0 • ••• • • • • • • • • Page 1 •• •• • • Manual J Summer Calculations Residential Load - Component Details (continued.) Project Title: Code Only 1051 NE 93 Street LEVY' S RESIDENCE Professional Version MIAMI, FL 33138- Climate: South 5/20/2008 Stacey & Brian Levy Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (11 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 58184 Btuh 7126 Btuh 65309 Btuh 1155 Btuh 0 Btuh 66464 Btuh 5070 Btuh 2760 Btuh 1446 Btuh 2200 Btuh 4300 Btuh 15776 Btuh 82239 Btuh 1. Central Unit/Split 2. Central Unit/Split TRANE #(Outside)TRANE #(Inside) TRANE #(Outside)TRANE #(Inside) 46000 Btuh 46000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or RollerShades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 • • • ••• • • • • •ForZiorida residences only • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• •• • •• • • •• ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • EnergyGauge® FLRCPB v4.Fa2 • • • • • • • • • • • • • •• •* • • • •• •• ••• • • • ••• • • Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Stacey & Brian Levy Project Title: Code Only 1051 NE 93 Street LEVY' S RESIDENCE MIAMI, FL 33138- Climate: South Professional Version Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 5/20/2008 Window Panes/SHGC /Frame/U Orientation Area(sgft) . X HTM= Load 1 1, Clear, Metal, 1.27 S 33.8 25.4 859 Btuh 2 1, Clear, Metal, 1.27. S 28.0 25.4 711 Btuh 3 1, Clear, Metal, 1.27 S 28.0 25.4 711 Btuh 4 1, Clear, Metal, 1.27 S 32.7 25.4 830 Btuh 5 1, Clear, Metal, 1.27 S 28.0 25.4 711 Btuh 6 1, Clear, Metal, 1.27 E 18.7 25.4 474 Btuh . 7 1, Clear, Metal, 1.27 E 15.8 25.4 400 Btuh 8 1, Clear, Metal, 1.27 N 35.0 25.4 889 Btuh 9 1, Clear, Metal, 1.27 N 22.2 25.4 563 Btuh 10 1, Clear, Metal, 1.27 N 175.0 25.4 4445 Btuh 11 1, Clear, Metal, 127 S 28.0 25.4 711 Btuh 12 1., Clear, Metal, 1.27 S 65.3 25.4 1659 Btuh 13 1, Clear, Metal, 1.27 S 42.0 25.4 1067 Btuh 14 1, Clear, Metal, 1.27 W 33.8 25.4 857 Btuh 15 1, Clear, Metal, 1.27 N 35.0 25.4 889 Btuh 16 1, Clear, Metal, 1.27 N 37.3 25.4 948 Btuh 17 1, Clear, Metal, 1.27 N 46.2 25.4 1174 Btuh 18 1, Clear, Metal, 1.27 N 70.0 25.4 1778 Btuh Window Total 775(sgft) 19678 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete BIk,Hollow - Ext(0.15) 4.1 1531 3.0 4542 Btuh 2 Concrete BIk,Hollow - Ext(0.15) 4.1 1397 3.0 4146 Btuh Wall Total 2928 . 8687 Btuh Doors Type Area X HTM= Load 1 Insulated - Exterior 14 7.0 98 Btuh Door Total 14 98Btuh Ceilings Type /Color /Surface R Value Area X HTM= Load 1 Unvented Attic/D/Tile 30.0 1750 0.6 1115 Btuh 2 Unvented Attic/D/Tile 30.0 1977 0.6. 1259 Btuh Ceiling Total 3727 2374Btuh Floors Type R Value Size X HTM= Load 1 Slab On Grade 0 218.0 ft(p) 23.6 5145 Btuh 2 Slab On Grade 0 195.0 ft(p) 23.6 4602 Btuh Floor Total 413 9747 Btuh •• ••• • • • • • • •• Envelope S itcotsi .: :: : 40584 Btuh • • Infiltration • =` _ Type ACH X Volume(cuft) walls(sqft) CFM . • Natural(Adjusted for ventilation) 0.43 33543 •2.928 240.4 . 5287 Btuh • • • : • •• 000 • • • • •• • • • • • • • • Ductload • 'DLM'af Mixed duds) • • • •.4636 Btuh ••• • • • • ••• • • • . • • s • • • EnergyGauge® FLf7CP13 v4.92 • • • 000 : • • • • • •. •• • •• • • • •• •• • • • ••• • • Page 1 Manual J Winter Calculations Residential Load - Cornponent Details (continued) Project title: Code Only 1051 NE 93 Street LEVY' S RESIDENCE Professional Version MIAMI, FL 33138- Climate: South 5/20/2008 Stacey & Brian Levy All Zones Sensible Subtotal All Zones 50507 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 50507 Btuh 1539 Btuh 52046 Btuh 1. Electric Strip 2. Electric Strip 34000 Btuh 34000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HTM - Manual Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floortypes ) Version 8 For Florida residences only •• ••• • • • • • •• • • • • • • • • e • • • • • • • • • • • _ • •• • • • • ••• • •• ••• •• '0 • • •• •• • ••• •••. ••• • • • • • • •• • • • • • • • • • • • • • •• • • • •• •• • • • •' • • • • • • • ••• • • • .• ••• • • EnergyGauge® FLRCPB v4.4.2 • • • • : : • • • * • • • • • • • • •• •• • • •• •• ••. • • • • -••• • • Page 2 R 1 Residential System Sizing Caiculation Summary Project Title: LEVY' S RESIDENCE Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Code Only Professional Version Climate: South Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58pr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation Wall total 52045 Btuh Total cooling Toad calculation 82239 Btuh Submitted heating capacity Total (Electric Strip) 14 sqft % of calc Btuh 130.7 68000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total % of calc Btuh 101.0 67160 157.5 24840 111.9 92000 WINTER CALCULATIONS Winter Heating Load (for Load component Load Window total 775 sqft 19678 Btuh Wall total 2928 sqft 8687 Btuh Door total 14 sqft 98 Btuh Ceiling total 3727 sqft 2374 Btuh Floor total See detail report 9747 Btuh Infiltration 240 cfm 5287 Btuh Duct loss 4636 Btuh Subtotal 50507 Btuh Ventilation 70 cfm 1539 Btuh TOTAL HEAT LOSS 52046 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 3727 sgft) Load component Load Window total 775 sqft 31219 ^ Btuh Wall total 2928 sgft . 8383 Btuh Door total 14 sqft 147 Btuh Ceiling total 3727 sqft 8783 Btuh Floor total 0 Btuh Infiltration 129 cfm 2121 Btuh Internal gain 7530 Btuh Duct gain 7126 Btuh Sens. Ventilation 70 cfm 1155 Btuh Total sensible gain 66464 Btuh Latentgain(ducts) 1446 Btuh Latent gain(infiltration) 5070 Btuh Latent gain(ventilation) 2760 Btuh Latent gain(intemaloccupants/other) 6500 Btuh Total latent gain 15776 Btuh HEAT GAIN 82239 Btuh Version 8 For Florida residences only •• • ••• ••. EnezgyGude® Sy$em Wing • ,� PREl3■FId Bt: :. ; , • ` DATE: • • • • - EnergyGauge® FLRCPB v4. $ • . ' • • • • • • • • • • • •' • • ••• • • • • ••• • • • • •• •• • •• O1OdO A]"d "S ]-1 m SKETCJi OF SURVEY SCALE: 1"=30' CA NE 93rd STREET 16.5' ASPHALT PAVEMENT 501R/W BY PLAT NOTE; 1) BENCHMARK USED MIAMI —DADE COUNTY # B -62 ELEVATION 8.7' FEET NGVD OF 1929 C j , 2) INDICATES EXISTING ELEVATIONS NGVD 1929. FOR LEVY BRAYAN Ate: 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. LEGAL DESCRPTIOlt LOTS 16,17 AND EAST 40.00 FEET OF LOT 15 IN BLOCK 2 OF IELVITRE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBLIC JOB No.: 0627071 SURVEY DATE 06-27 -2007 I RECORDS OF MIAMI —DADE COUNTY, FLORIDA. LOCATION MAP (NTS) NE 94th STREET „,,A7d Pr' NE 93rd STREET ABBREVIATIONS 429W 6 /6 2008 ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK= SIDEW LINK PL=PROPERTY CLF= (MAIN CE, = PROPERTY LINE, NJD =NAIL & DISC, L' —TROT PIPE, F=FOUND, STY= STORY, A /C=AIR CMIDI1IONING UNIT, PC=POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HIKE, W/F =WOOD FENCE, RES=RESIDENCE, IR RON ROOD, CONC= CONCRETE, R/W= RIGHT —OF —WAY, C /L= CENTER UNE, (TYP)= TYPICAL, (FM)=FIELD MEASURED, (C)=CALCULATED, (R)=RECORD, C/N=C UTNAIL, R/N=ROU ND NAIL, N/TT =NAIL & TIN TAB, S=SET, FFE =FINISH FLOOR ELEVATION, O /S=OFF SET, P/P =POWER POLE, L/P —LIGHT POLE, W/M =WATER METER, C/B =CATCH BASIN, PB =PLAT BOOK, PG. =PACE, NTS=NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PC (=POINT OF COMPOUND CURVE, POC-- POINT OF COMMENCE, POB =POINT OF BEGINNING, CB=CHORD BEARING, BLDG=BUILDING, EASM'T=EASEMENT, UT EASM'T= UTILITY EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C/F =CONCRETE FENCE, HYD= HYDRANT, 9 = DIAMETER, H= HEIGHT, S=SPREAD WV =WATER VALVE. SURVEYOR'S NOTES: 1) FEMA NF1P FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CLIENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBLIC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING 1HE PROPERTY; 5) BELOW SURFACE LOCATION NOT. DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF TIE ENTITIES NAMED 7) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY' MEL i S THE "MINIMUM TECHNICAL STANDARDS” AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 7575W. FLAGLER STREET, SUITE 207 MIAMI, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / 154515 FLOOD INFORMATION COMMUNITY: 120652 PANEL 12025C0093 SUFFIX: J FLOOD ZONE: AE-8 fir < °+ •-• BASE FLOOD ELEV.8.00' r a . Land ,Mo.5133 DATE OF FIRM: 07 -17 -95 STA ' +'" FLORIDA 1 U.S.DaPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name LEVY BRAYAN Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93ro STREET Company NAIL Number City MIAMI SHORES State FL ZIP Code 33136 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 16, 17 & E. 40' OF LOT 15, BLOCK 2 OF "BELVIDRE PARK ", PB 16, PG 71 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. N25 °51'41.0" Long. W080 °10'32.5" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 RESIDENTIAL to obtain flood insurance. sq in Horizontal Datum: 0 NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 570 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 85. Suffix 86. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07 -17 -1995 03-02 -1994 AE-8 8.00' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM 0 Community Determined 0 Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 0 Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes No Designation Date NIA 0 CBRS D OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction` 181 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B -62, ELEV 8.74' Vertical Datum NGVD1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 10.4Z ® feet 0 meters (Puerto Rico only) N/A. 0 feet 0 meters (Puerto Rico only) N_IA. D feet 0 meters (Puerto Rico only) 9.19 ® feet 0 meters (Puerto Rico only) 9.20 ® feet 0 meters (Puerto Rico only) 9.0 �Zl feet 0 meters (Puerto Rico only) feet D meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name ENRIQUE H. POUSADA License Number LS5133 Title PROFESSIONAL LAND SURVEYOR Company Name FREEDOM OF LAND CORP. Address 7575 W. FLAGLER STREET, STE 207 City MIAMI State FL ZIP Code 33144 Signature Date 06-11 -2008 Telephone (305)266 -4451 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93`3 STREET City MIAMI SHORES State FL ZIP Code 33136 For Insurance Company U.re: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e = AIR CONDITIONING UNIT; CROWN OF ROAD 7.14 FEET NGVD 1929 Date 06-11 -2008 ® Check here if attachments SECTIO _ . ■ ' G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or 0 below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) 1s 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature City State ZIP Code Comments Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used In Items G8. and 09. 01.0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA issued or community- issued BFE) or Zone AO. G3. 0 The following information (Items G4. -09.) is provided for community floodplain management purposes. 0 Check here if attachments G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building: f] feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments fl Check here if attachments 1 � i C17 C 20 m L J C m ,.l 20 m Cr) ) C C ) m 20 m L.._J C0 - G 20 m (1) C.7 0 --C 20 1 ' l SKETCIi OF SURVEY SCALE 1 " =30' 50'R/W 9Y PLAT 1,3 o to 112.50,R &FM Ob 6.61. 84145 25'� I 0.7' v! w• vo Otk, B. ;OVERHANG POWER NE_,_ _ • -- --\� -- — T I RO k• ,� 49.1 ,0Z'LZ I ` Cy S ASPHALT DRIVE WAY p A 1 w ® t \.;>*-- ''''.--- 73 ‘1 C7 N6 -ac i :V Z MI '_vZ /ry r,' . iTR c0 PI #L'Z ,;• • =orf (,.) 1✓ Pi n• ai. ,. S ,qYy: I VIII.. .p. it i--/ rTl »4 34.85' ,0l'£ V ,b'9l / 14 U °bbir. 9 gS \- _ _, .C5N* 0, 1.4 I ' 0.5' 7 , -gg.sq I ! 1Y , „.--- --- -5'GRASS U E y 0,. V IX 13' ASPHALT PAVEMENT ' ,/ , �� ,/ C/L NE loth COURT AS PER PLAT WOW DEM 59.30' RES. ; 1051 1- STYCBS F.F.E. = 10.47' !Wu 162.72R 162.54 FM CA_ NE 93rd STREET 16.5' ASPHALT PAVEMENT NOTES' 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' f NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. 50'R/W BY PLAT F LEVY BRAYAN JOB No.: 0627071 ADS 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DA1E 06 -27 -2007 LEGAL tESCRPIKet LOTS 16,17 AND EAST 40.00 FtLI OF LOT 15 IN BLOCK 2 OF "BELVID PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REVISIONS: UP -DATE AND SEPTIC TANK LOCATION 06 -11 -2008 CORRECTED FL00D ZONE AND BASE FLOOD ELEVATION 03-02 -2009 LOCATION MAP (NTS) NE 94th STREE I NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK =SIDEWALK, CLF =CHAIN LINK FENCE, PL =PROPERTY UNE, N/D=NML & DISC, 6'=IRON PIPE, F=-FOUND, STY =STORY, A /C=AIR CONDITIONING tj IiT, PC--POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, W/F =WOOD FENCE, RES=RESIDENCE, IR =IRON ROD, CONC= -CONCRETE, R/W= RIGHT -OF WAY, C/L=CENTER LINE, (TYP�TYPICAL, (FM FIELD MEASURED, (C�CALCULATED, (R)-RECORD, C/N=CUTNAIL, R/N=ROUND NAIL, N/TT=NAIL & TIN TAB, S=SET, FFE =FINISH FLOOR ELEVATION, O /S=OFF SET, P /P=POWER POLE, L/P=LIGHT POLE, W/M =WATER METER, C/B=CATCH BASIN. P6 =PLAT BOOK, PG. =PAGE, NTS =NOT TO SCALE, PRB=POINT OF REVERSE CURVE, PCC=POINT OF COMPOUND CURVE, POC=POINT OF COMMENCE, POB=POINT OF BEGINNING, CB =CHORD BEARING, BLDG= BUILDING, EASM'T= EASEMENT, UT EASM'T LITILJTY EASEMENT, DME=DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C/F= CONCRETE FENCE, HYD= HYDRANT, O =DIAMETER, H= HEIGHT, S=SPREAD WV- -WATER VALVE. S URVEYOR'S NOTES: 1) FEMA NFIP FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY WENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBLIC RECORDS WALL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED 7) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY' MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 75751. FLAGLER STREET, SUITE 207 MIAMI, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / L114515 FLOOD INFORMATION COMMUNITY: 120652 PANEL 1202500093 SUFFIX: J FLOOD ZONE AE-8 BASE FLOOD ELEV:8.00' Registe DATE OF FIRM: 07 -17 -95 U S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name LEVY BRAYAN Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93`d STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33136 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 16, 17 & E. 40' OF LOT 15, BLOCK 2 OF "BELVIDRE PARK", PB 16, PG 71 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. N25 °51'41.0" Long. W080 °10'32,5" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in Horizontal Datum: 0 NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage ;i70 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07 -17 -1995 03-02 -1994 AE-8 8.00' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM 0 Community Determined 0 Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ['Yes ®No Designation Date WA 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, ARIAI -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item Al. Benchmark Utilized B-62. ELEV 8.74' Vertical Datum NGVD1929 Conversion/Comments I�,_„IA, a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 10.47 ® feet 0 meters (Puerto Rico only) N/A. D feet 0 meters (Puerto Rico only) N/A 0 feet 0 meters (Puerto Rico only) 9.10 ® feet 0 meters (Puerto Rico only) 9.20 6 feet 0 meters (Puerto Rico only) $.B ® feet 0 meters (Puerto Rico only) 9.0 feet 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name ENRIQUE H. POUSADA License Number LS5133 Title PROFESSIONAL LAND SURVEYOR Company Name FREEDOM OF LAND CORP. Address 7575 W. FLAGLER STREET, STE 207 City MIAMI State FL ZIP Code 33144 Signature !� Date 06-11 -2008 Telephone (305)266-4451 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93`d STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33136 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e = AIR CONDITIONING UNIT; CROWN OF ROAD 7.14 FEET NGVD 1929 Signature f! Date 06-11 -2008 -I Check here if attachments ' SECTION UILDIN LEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Comments Date Telephone rl Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet 0 meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments f Check here if attachments 1 ) m C I 2.3' SKETC1 OF SURVEY EY SCALE: 1" =30' 146.80'R &FM i 1.9' ---- sE `f' Q C� � C f L NE 93rd STREET = .. ' 112,50,R&FM' I GARAGE FE 9.19' 22.70' WOOD DECK 59.30' RES. # 1051 1- STY.CBS F.F.E.= 10.47' ow i 7.8' 17.�! OAK 0= ±4' H=±60' 5==±100' CID 16.5' ASPHALT PAVEIT I1J z 0 50'R /IV BY PLAT NOTES:. 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' FEET NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. FOR: LEVY BRAYAN ADDS: 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DATE: 06 -27 -2007 LEGAL DESCRIPITOtt LOTS 16,17 AND EAST 40.00 FEE I OF LOT 15 IN BLOCK 2 OF alELVEIRE PARK' ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REVISIONS: UP -DATE AND SEPTIC TANK LOCATION 06- 11- 2008. .JOB Na: 0627071 LOCATION MAF' (NTS) NE 94th STREET NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK= SIDEWALK, CLF =CHAIN LINK FENCE, PL= PROPERTY UNE, N/D =NAIL & DISC, tP =IRON PIPE, F= FOUND, STY = STORY, A /C=AIR CONDITIONING UNIT, PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, WfF =WOOD FENCE, RES=REStDENCE, IR =IRON R0D4 • CONC= CONCRE. I t, R /V{r= R(GHT - -OF-WAY, C/L= CENTER LINE, (TYP)= TYPICAL, (FM)=FIELD MEASURED, (C)=4CALC1JLATED (R)=RECORD, C/N= CUTNAIL, R/N =ROUND NAIL, N/TT =NAIL & TtN TAB, S= SET, F t-E= FINISH Flt R ; LLEVA`I1ONvy • • �• • • • • 0 /S= OFF SET, P/P =POWER POLE, L/P =LIGHT POLE, W/M =WATER METER, C/B =CATCH BASIN,• PB =•PLAT b T .•.. PG. =PAGE, NTS =NOT TO SCALE, PRC=POINT OF REVERSE CURVE, PCC=POINT OF COMPOUND PVC, FOG=•!' OF • COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING, BLDG = BUILDING, EASM'T =EASEM2Y'� frf EASM'T•= UTILITY �• EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C/F =CONCRETE FENCE,'HYD44LI,Ts. 0 =DIAME ttkd, H =HEIGHT, S =SPREAD WV =WA ttht VALVE. • • •.r• 1 • •••• • •••■•• • SURVEYOR'S NOTES: •' +••• • •+ • • • 1) FEMA NFIP FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION Pl i� )Th BY CLIt' T; 3) ..... UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT et*tI`rtE AND A SEARCH '.• OF THE PUBLIC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AF CZINt THE''R(PERTY;•• ,.;. 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF T{-& EH RTIES N> 7) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR MI5* MAPPER I HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY" MEETS THE 1M1N1MUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 7575 R . FLAGLER STREET, SUITE 207 MIAMI, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / LB4515 FLOOD INFORMATION COMMUNITY: 120652 PANEL: 1202500093 SUFFIX: J FLOOD ZONE: X BASE FLOOD ELEV: N/A Registered DATE OF FIRM: 07 -17 -95 Surveyor No.5133 OF FLORIDA 1 ipjEgiLEEELWal 1:3 1 2E09 B Y: • ••• • • • ••• •• • • 000 • •••• • • • •• * 0000 • • • • ••• • •• • • • • • •• • • • • • • •• *0 • • • f: • • • • • • • • •••0 ••• • • •••• U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name LEVY BRAYAN Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93`d STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33136 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 16, 17 & E. 40' OF LOT 15, BLOCK 2 OF "BELVIDRE PARK', PB 16, PG 71 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. N25 °51'41.0" Long. W080 °10'32.5" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) NIA sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 570 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07 -17 -1995 03-02 -1994 41 E- -8 8. o o B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* El Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B -62. ELEV 8.74' Vertical Datum NGVD1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) d) e) f) g) Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. ,10.47 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) NIA ❑ feet ❑ meters (Puerto Rico only) 9.1g feet ❑ meters (Puerto Rico only) 9.20 ® feet ❑ meters (Puerto Rico only) 8.6 feet ❑ meters (Puerto Rico only) 9.0 ►5 feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifiers Name ENRIQUE H. POUSADA License Number.LS5133 Title PROFESSIONAL LAND SURVEYOR Company Name FREEDOM OF LAND CORP. Address 7575 W. FLAGLER STREET, STE 207 City MIAMI State FL ZIP Code 33144 Signature Date 06-11 -2008 Telephone (305)266-4451 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93rd STREET City MIAMI SHORES State FL ZIP Code 33136 For Insurance Company Use Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e = AIR CONDITIONING UNIT; CROWN OF ROAD 7.14 FEET NGVD 1929 Signature Date 06-11 -2008 ® Check here if attachments SECTION E - B ILDING EL- EV.ATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (I-IAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet 0 meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments fl Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments MIAMI —DADE COUNTY BUILDING DEPARTMENT 11805 SW 26 Street MIAMI, FLORIDA 33175 1r0► CO OFEMr alan V r AS SPECIAL I .cm rJNIJ ro I (We) have been by serves u:nder the Florida Burning Code at the .i�` � as of $.1.,Q( (date). 1 am a registered State of Merida. IMIZIMMAZUMESSIDE Levu PROCESS NUMBERS: 461 tG� to perform special inspector project on the below listed licensed in the ❑ SPTsCIAL INSPECTOR FOR. PILING, FBC 1822.120 SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONO OR 6FT MGR 2319.17.2.4.2 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2218.2 SPECIAL INSPECTOR FOR. STEEL FRAMING, FBC 2218.2 SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 182034 SPECIAL INSPECTOR FOR PRECASTATTACHMENTS PER FBC_1927.12.2 Ear Oa1y the married boxes apply. The efov g ividuaCa) employed by this firm or me are authorized representatives to perform f 1. Alert's eivtaRo 2. 2.tC1S2.00 (zE-7- 3. UE1E gw 2.lE ►tS • 4. Inspectors authorized reg resent shall. the authorised repro Is qualified by e d u c a t i o n or a cen ssivo nn �� by the Inspector. shall _� $bra br arch tect; graduation Ann an engineering e on strammial program i 'ns 8 i from an architectural education � succenful cotyledon ehe civil or Fendantentais oti; or registration as _lnalsbng inspector or general contntator. 1, (we) will n°* - Linda Conuty Brining Department of any changes regarding autharized personnel perg inspection services. I, (we) understand that a Special Inspector inspection log for each building must be locatkm on the a Co displayed ire a convenient All mandatory impectious, as required by the Florida Building Code, must be peifi*mcd by a Y The hy the Omer as rasa e8 ' �. L, ns performed by the Spedal Inspector hired mandatory inspections performed by etc Department. Feather, Ol completed lie work tender each Building Permit 1 will submit to the Building InsPector at the time of final inspection the professional judgment won log lbrm and a sealed statement Whaling that, to the best of my knowledge, belief and those pardons of the project outlined above meat the intent of the Florida Building Code and we in substantial accordance with the approved plans. ed Sealed anti: 5 - -(d- .9 itegatifitiolliseirenivAtivedalbossaterLes.das. R=461/01 TNttme lAux��ta�# DE'VPtV E.QO MIAMI —DADE COUNTY BUILDING DEPARTMENT 11805 SW 26 Street MIAMI, FLORIDA 33175 TO : e E -D EP _QVRIDA. Bu U»NG COQ R I (We) have been retained by ?V-° 4.5 Levy services under the Florida Building Coda at the pto roject al inspector structures as of $ . *Oct (dabs). I a rem .°_.. on the below ed listen State of Florida licensed in tbes PROCESS N (ThIBERS: OQ -2 t co ❑ SPECIAL INSPECTOR FOR PILING, PBC 1822.1..20 SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH 2319.17.2.4.2 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2218.2 SPECIAL INSPECTOR FOR STEED., FSAMING, FBC 2218.2 SPECIAL INSPECTOR FOR SOIL. COMPACTION, FBC 18203.1 ❑ SPECIAL INSPECTOR FOR PRECAST ATTACHMENTS PER FBC- 17.12.2 Hag: OnIy the :narked boxes apply.. The inspection * following individual(s) employed by this firm or me are anthorized representatives to perform AU. emaRc, 2. 2.1CasP.lap peum 3. ¢..! E.t>l S • 4. *Special Inspectors utilizing authorized representatives shall. inure the authorised mresentatize is qualified by education or lekehzsure to perform the duties signed by the Sgeneral pecial Inspector. qualifications shall i e he as a pro sional or orchitec; hem Pent engineering program in civil structural graduation at a►e� SJlt completion p olthe NCZ ES P reredsZ m or registration= ���contractor: 1, (we) ma notify Miami-Dade County Mulling Department of any changes regarding anthozind personnel cn services. or 1, (we) sunlerstand that a Special Inspector mot log for etch befitting nest be displayed in a convenient �' �, by the County B Department Inspector. AR mandatory impactions » be called for on kn Benin Code, be �twad by the County. The County building by the Owner ears ' aeothemanda ri1pp theme ul Inspector hired o completion f anupleted the work under each Ruidiss Permit J will Wm* to the Bonding Jnspector at the thee of Beal burection the profismirand judgment those portions Con log isms and a sealed staoenest indicating that; to the best of my knowledge, belief and ap outlined above mew the intent of the Florida Building Code a m in sebslandal acconbince with the approved plans. Scaled Datt: . .9_. ores. / ,Arch J. Name `2 . D£ V1VE-QO Addre ' i ST 1 Plume No. IMMEIMMI la JUN 0 4 299 IN/tiara" Shores Building Depart 01030 Ai;E. 2ne Avenue. Miami ihnre. Tel: 305 -705 -2204 «Fars 305 -75 N0TIGR TO MUM MI SI DRE VLIAAOE IDUILDING DEPAUTrYIENT OF EMPLOYMENT AS S1 3AL LNSISCTOR UNDER Tai FLORIDA BCTI DING CODE t (WP): have bleat retained by (name of owner /agent) 1 .4- 5Th ay rA nprfnrrn .`'.AFeial Trot Ar r.r rervieea =T � ihn F1..,».i� -a ct... N.,�'m. t. tua2.4LvZat 105 l 1-4 e 93 ST2 , Miami Shores, as of 5-14- (date). t am w reg tored dreluteg4 or 13rnivnni.oaui Engincor ttoonawl Lc tttu atatc utriot lt.ie.. PERMIT NUMBER: C71 — 21 Co Id Special Inspector for Reinforced Unit Masonry, FBC 2122..4 0 Special Inspector for Steel Connections, FBC 2218,2 0 Special Inspector for Soil compaction, FBC 1820.3.1 rJ Upos..ia,t .111.4tzvf.oi tvr rres esi. LJtnitS & attachments, tBC 1927.12.2 Q Special Inspector for Pilings, FRC. 11422.1.20 Spot:4d Its peaur for TW 5 o/ .Q Bo rear LOLJc . 419 . r tease 'Mint �Q UMIL :t12T ntttti. The foliowing;indlviduais(s) employed by this tarn or me are authorized to perform inspections. 2. R.144,1::00 c Z 4, (vc) umiorecstiRd that s.Speolal lnapeismri oa og tot' each bi ildlntr iraffit be';iL hwM in a rnnvenie ne leeattimi an 8% oitofe j t twjenas do the tidianu rats "ijttik lig D pp&rtt� at ifispeater. Alt maaiktoay in p #olr�. as tair8rert by else 1 Ioeida lhriidurg Co fu, its be' petioed ea by t Sazini Shores. Thy betiding iwipaetiena aid be Call e4 far alt tnandaGiryltmpectian¢. l, ectians p2rja n e4be :h Spe IIn eptrt fd+sd iT' Ot ntcfa'!e t+e a dlrt{ to tltvindaMr) itarp° oriopar t head s-r the Lh ?dx,. PYaZKr nt td Nnr bcr, np ni cu pia n sore work andcr star Budding Pernstt,1 win aut%nit to t o Miaarl $hares Bultditig it satiirxnt act tits ttrr e befrrrtier Snat t an t'.ompie d taspeeiioe :og form enda so&od eimtomcr►t icrinten ugihei, tc:tie best a 'm.. i wedge, barley sd prtt&&slfl�tlJjad$manCibase' pc rtiont of the ptoye t o Itlinad above m O lnteat of 1111 ptatkia Hutt .i Cade and ace in tutee a a►ia= +++ririnesir 64th p*e'w+d t,i,..,.. Signi ICtrgie ArsLttort NameJC35E c vIV eito TAM) Address c84G SW $ $ rteI Phone Na. 301!C 4 6018 Florida License No: U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name LEVY BRAYAN Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93`tl STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33136 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 16, 17 & E. 40' OF LOT 15, BLOCK 2 OF "BELVIDRE PARK ", PB 16, PG 71 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. N25 °51'41.0" Long. W080 °10'32.5" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 RESIDENTIAL to obtain flood insurance. sq in B1. NFIP Community Name & Comm VILLAGE OF MIAMI SHORES 12065 Horizontal Datum: ❑ NAD 1927 IN NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 570 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net�a,�ea of flood openings in A9.b 0 SECTION B - FLOOD INSURANCE RATE MAP (FIRM)j� 4FORMATIO Community Number Y B3.,e 2 FLOMDA B2. County Name MIAMI -DADE sq in B4. Map /Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel 4D, Effective /Revised Date G;' 08".',134o +od R- 1 Zorie(s)a II,.) 189. Base Flood Elevation(s) (Zone O, use base flood depth) 12025C0093 J 07-17A 995 03-02 -1994 . '. • ;' +, � ,/, s o co' Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile 6 FIRM 0 Community Determined ❑ Other (Describe) /,,,,14 i 1 . ,.� BI1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0Yes ►P No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B-62, ELEV 8.74' Vertical Datum NGVD1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) e) f) 9) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 10.47 0 feet ❑ meters (Puerto Rico only) N/A ❑ feet ❑ meters (Puerto Rico only) Pi/A. ❑ feet 0 meters (Puerto Rico only) 9.19 ® feet ❑ meters (Puerto Rico only) 9.20 ® feet 0 meters (Puerto Rico only) 8.6 ® feet ❑ meters (Puerto Rico only) 9.0 feet ❑ meters (Puerto Rico only) >.� SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any fa /se statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name ENRIQUE H. POUSADA License Number LS5133 Title PROFESSIONAL LAND SURVEYOR Company Name FREEDOM OF LAND CORP. Address 7575 W. FLAGLER STREET, STE 207 City MIAMI Signature State FL ZIP Code 33144 Date 06-11 -2008 Telephone (305)266-4451 0i 73 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93rd STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33136 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e =.AIR CONDITIONING UNIT; CROWN OF ROAD 7.14 FEET NGVD 1929 Signature �� J /6/ 1� SECTION - BU ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet 0 meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. Date 06-11 -2008 ® Check here if attachments SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City • State ZIP Code Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as- built lowest floor (including basement) of the building: 0 feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments i U.S. DEPARTMENT OF HOMELAND SECURITY ELEVJTION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages 1 -8.(~e OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION B5. Suffix B6. FIRM index For Insurance Company Use: A1. Building Owner's Name LEVY BRAYAN B9. Base Flood Elevation(s) (Zone Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and : • 4. • Effective/ i to oiie(s) AO, use base flood depth) pany NAIC Number 1051 NE 93`d STREET 1 i i' I l ,,,� it 1 DM City MIAMI SHORES State FL ZIP Code 33136 `y A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, et• LOTS 16, 17 & E. 40' OF LOT 15, BLOCK 2 OF "BELVIDRE PARK", PB 16, PG 71 I i I: , Ltd 14, iWin/, 1I f,, Deeside.sinl M..., Ci�..id....t:..l AA.44:.... A ..� ...... . •, ............... ..... -. .v�.vv,,.. , wv.a.v rV % OOUiy A5. Latitude /Longitude: Lat. N25 °51'41.0" Long. W080 °10'32.5" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosures) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b V v Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. I1 sq ft 0 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage 570 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA 64. Map /Panel Number B5. Suffix B6. FIRM index B7 FII UI Part , e, 4° ( 1;38 Mood B9. Base Flood Elevation(s) (Zone Date Effective/ i to oiie(s) AO, use base flood depth) 12025C0093 J 07 -17 -1995 03- 4,' f / we' g°GYlf Indicate the source of the Base Flood Elevation (BFE) data or base floott,.d ❑ FIS Profile ® FIRM ❑ Community Determined ! B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929. B12. Is the building located in a Coastal Barrier Resources System (CBRS) 'arerwor Designation Date ❑ CBRS enteretl in (Describe) a (OPA)? ❑Yes No SECTION C - BUILDING ELEVATION INFORMATION (SU '*VEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B-62, ELEV 8.74' Vertical Datum NGVD1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 10.47 ® feet 0 meters (Puerto Rico only) b) Top of the next higher floor N/A. 0 feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NIA. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.19 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9.20 feet 0 meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 8.6 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.0 feet 0 meters (Puerto Rico only) ►.4 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information an this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name ENRIQUE H. POUSADA License Number LS5133 Title PROFESSIONAL LAND SURVEYOR Company Name FREEDOM OF LAND CORP. Address 7575 W. F :' R STREET, STE 207 City MIAMI State FL ZIP Code 33144 Signature Date 06-11 -2008 Telephone (305)266 -4451 GhOp V/ 33 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1051 NE 93rd STREET City MIAMI SHORES State FL ZIP Code 33136 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1,) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e = AIR CONDITIONING UNIT; CROWN OF ROAD 7.14 FEET NGVD 1929 Signature SECTION E - BUILDING LEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Date 06 -11 -2008 ® Check here if attachments For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters 0 above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or 0 below the HAG. E4. Top of platform of machinery and/or equipment-servicing the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth nuFhber is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR,QWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative wh'a completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments Date: April 10, 2008 WIND ANALYSIS TABLE OF CONTENTS LEVY RESIDENCE 1051 NE 93rd st. Mimi, FL 1. Wind Load ASCE 7-02 1 -3 2. Shear Walls calculations 4 3. Reinforced Masonry calculations 5 -6 4. Shear connector support 7 5. Roof trusses 8-20 6. Detail foot & steel column anchor detail 21 7. Windows & exterior doors wind pressure 22 uel E. Siques, P.E. #20233 * O) o8 F@TEICV11 lilt I'7.3 12 LL09 BY: PERMIT #:I2G(', - APPROVED Miami Shores Village BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 000000 • 000000 •••••* • 00000 • • 00000 000000 • • • •••i•• • • 000000 • • It\ vitt 1)40 I. rco),11, ktP (VY't 0 L.)01VC. 1) ) (1 t ?9?.. \NNW- 42060)- (ts OK 4 15) 4 � - (4:'r') — 1-9 4- I' 4;9; (tie ,t2)) P 11 4403 - ( ±& La e ) tge 41 a (osi �l�q�st' ? 6 Vvrito Rirr. r 0 • • • • • •• • 0000•• • 000000 • •. • • • •••• •• • • • • • •• • • • •••• •••••• • • • •••• • • MANUEL E. SIC S 10.E. #2bW3• CONSULTINIC ENGINEER • CIVIL- STIIti €NRAL 8331 SW 12tH TERRACr • • • MIAI I, F•L 33.144 •••• 305 - 586 4770 1� tok\ ••• 0.00.0 • • • 0.000• • • 0.000• • • • • • eft e • ••0•• ••••0• • •• ••0000 • • •0.000 • • 50,Kio! itqi.7,1wcz to' Pl..�}� =pr..• 9.? r)r (BXI1412x,(S= 44 1414,5 )(104 .21 t1 /I 1 • • • •• ...... 00000 oo Aral- , ' •• ...... :...:. MANUEL E. ►i�&L S P... 20233 CONSULTI 9.VNG E • • CIVIL -SfRSJ TU . .. 8331 SW r 2TH'E ^; :- -.� C . • • RAI =1,F! 314,, oo••••oo 306 - 6186 -4776 : , • . '1 p ,. /i& i ,� 1(1 � v W • •. • • • • •••.•• • • • •.•. ,. • • • • ... f900,-7 f-5„.,44,- ,95 ' ,ti1 ytlieA�u. 1 'v: '1.. bl 1 6 4 Fr U.sr,c),%--'. 4,414-I� •••• MANUEL E. SIQUES P.E. #Q? 3 CO SULTII2O IAOINEER CIVIL-STRUCTURAL:. IVIL.-Slt RUC5'URAL . • • • 8331 SW 12411-441Ci RRACE •• MIAMI, Ai, i'4. • 30 58g:4 76 • • •••••. • • •• OOOOO • • • • • •• • • • •••••• • • •••• • • •••• • •• • • • 00000 • • • • 000000 4•11 °P 'i t-ce,r Ci 1A. -1 4G ti2i' 4'-'1, """"K (4(0= 1164 te -0. ,tsJ. -411-, t 334,11' uU 2A 24 (a 4.4 , 4.1 i as 0 018 $1.47.tiot t4,(0 . r = e.._L2-----*ttz e 0012 0° z, s tg 6, cx _ � ,5 to F• IGeIc =- 24zx5� ,i00 V J 10} 4- cf 412 4. c t i cx t tc b .0 7;5 70 2 (044. 4,;(1. 19Q-t- c. l fib",...._.. --. , 221,1, , , I 9114 ,tip fd‘o.: •Wes, 4 tl A i til • . ..... 15 (7-44)A .H_ 1/,) (1 --:•••eg.7.1“D:;-: 0:0 0. / .. • ..74 \MI' A /520 ...• �t •... • ••• Z •• '. •.... • ..:. • ItC21 it = 140 V"'"' V c° !:•�"•'' . C ®Ri9Sl➢LTfI�G LI�➢GIAIL�• CISIIL- STRICT 833'1 SW 12TH TE E MIAMI, FL 33 305- 586 -477 t Gnu tlilic--,[41-c0p --. 1-2-=. ;5,k t2& 81 • 6g 74:Tio. Q = l /q. �4-;© I- 24pi c1 117c / 1 et60, 4P c?t C u s Tfff7 cso-A ti = (Coo Ctki' (v4. rve fq : (API yp , n(g1)51 '9+1R JO(In) MANUEL E. SIQUES P.E. #20233 CONSULTING ENGINEER CIVIL- STRUCTURAL 8331 SW 12TH TERRACE • MIAMI, FL, 33144••• • 30 86 -4776 •• • • • • ••• • •• • • •• ••• • •• •• L$ 1779 ' (1 •• *•g • • • 000000 • • • •••••• • • •• • • • • • oo • • • •• 1••• • ••••• • • •••••• • • • OOOO VVo 'ST UAP a Cle-(0 (WtJ) 00.1 C CO A 9 . at 4i. act's L-00114)4 41% 0.9,qe), 0/0- ib U i Tin V q:J)( Li X L te. 1 I M lL O Lru [Soo y tiF7- .1 I tA ti-mo Pir4 y—� G' + "-4 it74/ ak_ or1 0- ►) 14 it a - ! fdIl► P `or9) , \Rib X 'OLD P s Pt L \! e0 I • MANUEL E ?WQdES PM. #!9233 4'. CONSUi Ii ENGTMINiR •••••• CIVIL- RUCTURAI. • • 8331 SAYY2fA TERRACE .••••: • MIAJ P,, 33144•••• •••••• 30: 776` •• • 00000 ••• ! •• •• • • •••••• •• •:••:•• •••• • 000000 • • •••••• • • I lit lir, 4.) Aite 'POL. 64:wpr �n tWs• tbiii•1011461.- 1 5 44( ; I/M(s 4Tftfq caw. tAgl:‘n Pit 44.1/4 L Y 11 , . R1A UEL E. SIQUES P.E. #20233 CONSULTING ENGINEER CIVIL- STRUCTURAL 8331 SW 1216-1 TERRACE MIAMI, 33144 305 - ^' 776 tFo- . \* P /'r 4iiztvArt-6 0 (0 4-4) )( • VI !1 . pf x 09 -?)0)(t66p—oet,1/4.1f,-) 41-7 Uca$ UceF tiA,V"Rieltt u G 9241 ...... • 4-, bit.. ?Pete t 11 ee.1 ....•. • • • • esere ..... • ••••• • iitpliotter4 )(quo\ drta . •••• (04). +11 () -'1)4`4 o►Nea3�r i?-vor (.7 e ri V4- 9 9 1)(1. *TT ilioiaT Chi — 40 1)5.� 10 ?Fa — ..•. • • • • • • •• • •• • • • • 000000 • • •••••• PAANUEL E. SICtilaroS P.E. ; CONSULT96Yl9• GIN EE GWV 1L- STRUCTURAL. • 8331 SW 1 :' RA Cie • • • MIA ` >`I, 41:3IL 33144 305-588•4776 6 • • • • • • • •••• ••• •• • • • .• • • • • • •• • •••• • •••• • • • •••• • • • •••• • • •••• ••• •• • • ••• •• 4-1 lkjtb 'n/0 vre- ; tp; • ---> 1 01 Go - G,),( (3t C4 i1) x , ©`P . (iti }13,q t- ta)xi0�9 /1,44.1, tqu'ero.r4:' 4.,5A te9 115t IX • i 7 ( � -7-in9 —1161- �1 Gyp. ...... • •• f4�4 Tg4 1191' 4'411 • • I'E " °"'r 6446.eg P.E. #20433 CONSUL d H CIV97 -ST 8331 SW MIA N 305 M Y�D INEER LeCRALy••••• TERRACE••• 3344 • •• 7 6 • • • F.„ 66 .....• II • ....•. • •..... • • ..... • • •••.•• • • • •..••. • • •••••• • • 4I14{aa uteoti- #(1) 4. 400' 41 k 4 4115 k it:)( 1°) 4t 01 (1,1(101) ti et \61C ,0 u —1 kZ'L Lest y •. ••••• • • ••.• • • •, •• • • ••.•.• • • fANUEL•V•taQUES P.E. 2 ®23'.3••. CONSUIJjNG E G ER • C!a!ii - Tf3UC .9 .XL •••• 8331 St 'f2TH TERR4CE •••••• i1d1�f�IR •.�L 311014 • • 3686 -47,6 ••• • OOOOOO • • • 000000 • • • • •••• •••••• • • • •• • • •• • • • • tT \21 N • • „ 101 44.1 '(!) 4. 91441./ ICI”) ;c11.1tetri: /„.7..t j. 1:4-1)(o-i.ly)c 0114: ------1-4"C. Lt=44 V94- Ltm 4-4-‘bei *so-Atol (s1 t)( t6T(z Aio 4 —? • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • rci5VI\ T/ 4-• i) )(101c _t 410. t,18)01( i‘g • • • • • • • • • tAUJ E. j„,.E.„„„ G MGINEER CIVIL ST ' TU 8331 S 12T CE MIA I, F 3144 305 86 776 \,51[10b tsm( ct9/Do- f,,F2T) ---) 1`11ng kiki4, 4 642 USA' ForE /#,\ ------ Q'cierter 19(-7e 4')no(- 4,51c Of, •••• • • • • • •••• • • •• •• • •• • • • • • • .• • •• • • • •••• • • • . • •••• • • • • • •• •• • • • • • • • • ••••• • • • • •••• • • • •• • • •• • • • MANUEL E. SIQUES P.E. #20233 CONSULTING EMGIN' EER CIVIL - STRUCTURAL 8331 SW 12TH TERRACE it�91E�➢I, F: 3:144 305 -58 -47 6 • • r • • • • • 12 let\ VAK° Ch) Kr 01 -j `vtt 7I � 6.1u411'4`) qC Poiue b,dt2\e, to v::: Atom )0,-4 t o‘f, �--� Ter(' V(‘ 01.5D!..°H5-°213.[! slow � �`�::..' . . • • •• • • • •••• • 1 IMANUEL E. SIQUES P.E. 020233 CONSULTING ENGINEER CIVIL -STRUCTURAL 8331 SW 12TH TERRACE MIAMI, FL 33144 3 'r- 5 6 -4776 1 4)44)t 1 41 7.1127, .,&;.*0- /6,61-7 i X2 x' u`P gZ end Hr-717:°°4* �V�fib•�o 1MUL 09, l *?). I cAr --� Eck 040' tg -AA) : t ))low ) 1%2114 t • • • • •• • • • • • •• •• • .• • • • • • • • .• • ••0• •• • • • • •. • • • • • • • •• • • • ••. • ORdtANUEL E. SOQUES P.E. #20233 CONSULTING ENGINEER CIVIL — STRUCTURAL 8331 S TN TERRACE Rl�il L 33144 . .• • .• • 1'4 ocOp'4" ,/ it) tzvq 41 tit 91 p'' s' m rl 0 51 )0.-) I ori 0/514 k, pre 13-1 tMt M 4- 1.5) to TT 1.5*k-e;i. 1,28 • 11A1,A.01) fig 2 • • • • •• • •. • • • • • • • •••• • • • • •••• •. • •• • • •• • • • 94,'9ANUEL E. SIQUES P.C. #20233 CONSULTl95G ENGUNEER CW L— STRUGTUe L 8331 SW o 2TH TERRACE 6rld9r %:':v i, FL 33144 6 -4776 • • • • 14� L�11� col/ ti to -I- 27(. A VA-9(9) 49 ? i a 1-- 4 ••••. (1\•L +24)Akovr (Yair kAtl ts---) co.> — .•..: tvg tit 4.4 ') )-4- • • • • • • •••• • • • • .. •• • •••• ANUEL E. SIQUES P.E. #20233 CS ISULTI G E GINEER CIVIL-ST ` UCTURAL 6331 SW 1 H TE RACE MIA 33144 305 6 �hltb(04 \)a)q T —c�a ?etAD, 1.)(t' .E- V Q ©W°) )(t of -1 4.„ ( •••• • • • • •••• • • •• • • •• • • • • • •• • •••• • • • • • • • . •. • • ►•••• • • • • •••• • • • •••• • • • • •• • • • •••• CI41 ) 121 - t +1.10 )0° )‹ V3,0` .1d trnA; Ne 1.72 = \f. • • • • • • • • • • • EL E. SIQUES P.E. *20233 CNSULT; G ENGBNEER COV L- "MTRt'CTID L 8331 SW ';26 ; : ri,Cfc MIA 305- 1� 410160 044 ikt ibt 1'L X 101 00114 .I 4i-toxfocr • Lsis • • •••• • • • • •• • •• • • • • • •• 4 • •..• • • • 4 • • ••• • • • • • •• •• • • . • • 0• • • • •0S• • • • •••• • • •• •• • • •• • • • • @. NU;EL E. S@QUES P.E. #20233 CONSULTING ENGINEER CA/IL-STRUCTURAL 8331 SW /21-11 TE RACE NI@A fil.11, FL 33144 3®436 -4776 911.9tob Mist- (eIi 1)s 4u last i `4"fr 1J 4G! A gal o (1/141?-4-0 &%1 1,1 17, *4-1154415) met.A4n1 1,1-* 10 t tittex rya oft$ torn 14(71-*1(5)4,-(90 I-, +l it • AJt!I F. S , P.E. ri ' 2O23 c� ULTa9G r� %1171a9•• $3 1:sw1 :11411E -RJ .., IMAM L 33144 4 :: Tao 53 n, 44778 • • • • to ,Vt i A 'tke c1)- L'M Avf(-1, 60k1(1- ® )-"kerri tt AlicUob (Ai* —)(7!+-2)2)(101 (4.4.0./.104 2/1.!›,. 12190k QV { -'I -) )C1,0\"r 4 cT;IC' —� 3. yg xttS' 5,4 k, t64 cI fib l�l NectiIi vita • • • •• • •• • • • • .••• • • • • •••• • • • •• •• • • • • • • • • • • • •• • • • • • • • ••••• • • ••• • • •• • • • •••• • • • • MANUEL E. SIQUES P.E. #20233 CONSULTING ENGINEER CIVIL - STRUCTURAL 8331 SW 12TH TERRACE I, FL 33144 586-4776 • Qtrol�ob T � ogittAt 1 t/t1,`P (1 Z $rlai0‘" /1,11)(61 (.1,9,1c v ettp-.9et Tsfr nC !y3 tt �r"I F z O trap (,. 4s.b61---7 �-... . tIrdcta. °: • ie Is: 1••• • • • • I rb • ,��k1c:• ::• • • • •..,....�+ -• •• •• • • • • • • • •• •• • • • •••• •• •••• • �A6�4UEL E. SIQUES P.E. 2 233 CONSULTING ENGINEER CIVIL- STRUCTURAL 8331 SW 12TH TE "'RACE MIA6il, FL 33144 305- 588 -4778 VIT-(*_,_+12)-1, Ai of -1 Mbar, li.Ne X rogi —' till, l6 54 Vt le 4- • i • • to •• • •• • • cli, z it% Its G- �( f0�1) lags •• • . • (?c,c 4 4 pow) —9 13-N.1:::::: • . . Z'Z • • • •• • • •••• • •• • • • •••• • • 1 •• • • •• • • • •••• •• •••• MANUEL E. SlQUES P.E. #20233 CONSULTMOG EP,,IGUNEER CIVIL - STRUCTURAL 8331 SW 32`0"6.8 TERRACE F&1lAft' , FL 33344 6-4778 • • • • t • • • let114tob qzC NteriAf) ‘,14 .64 3/4- s to 41=1 *N MANUEL E. SI UES P.E. #20233 CO SUL AG ENGONEER CML -STRUCTURAL "41:111 121-F11 MReACE +•;;,.�r.; °;6t., -�.76• .• • • ••• • •• 4 • •••• . • 4 rrr .... • • • • • • Pi• • • •• . • (/..11 .14 4 1: i s o occ17 ill ' t ct °US 47Ct • • f't1f o Gun popoces ecfi Rnts- * /eoe 46e . - .-, +or* ie -4b +44 -4a -41 +44 €14 41' �D ••• • • • •• • ••• •• • • •• • • • • .••• • • • • • •••• • • •. • • •••••• •• •• • • • • • • •001 • •• • •••• • .. • •• • • •. • •• • •••• UEL E. S@QUES P.C. X2O233 CONSULTING G ENGINEE CIVIL - STRUCTURAL 63311 SW 12TH TERRACE WHAM, FL 33144 -583 -4776 0 t. SIZE 1•()4 FL) (4V5 30-r 3 Do 2 rC viiikkir7oiAt sci-iEt'uLE 3i14 /2" x-leteg MATERIAL TYPE DESCRIPTION REMARKS "7= p A E • F 6 :6 37" X 63" 56 X510 2-26 1/2" X63" 26 1/2" X35 3/5" 56 XSIOX I 3/4 AL/6L AL/GL AL./6L AL/GL ALASL 26 1/2" X 26" 2 SIDE1.1 TE -FRENCH CASEMENT IMPACT GLASS I MPACT GLASS FREESTANDING IMPACT GLASS 35/2 4 L CASEMENT 34/2 5 F I XET, AL/CPL 21,,,2/1 AL/GL 2/2 IMPACT GLASS I MPACT GLASS 2 F1REESTAND 1 N6 SI DELI TE-FRENCH 5 6 FIXED F I XED IMPACT GLASS *-FREIOV4 DLJqYLS IMPACT GLASS IMPACT GLASS 11010 .111 r mnorm. Ullgiller 2'11111111111.1 .111.11111111111111.11......,_-1 I 2--1•411 5 -0 -Ffte+LA,T4 3 ) ) ) ) 3 1 3 3 I 3 ) 3 3 I 3 ) ) ) *0 s 1,702.5 orek, 1 ir4 / 7:11) liED AS CalilECTE12 E AND RESUBMIT checking Is only for conformance wftb tta design concept of the project and complian09 with the Information niven In the contract docuMnta. Contractor it i Ie for dimensions to be confirmed ano at the job site for hi so to the fabric irucudn adazo Tt3 ARCHITECT Abb'L STRUCTURAL CALCULATIONS REV. 5 06 -13 -09 BbC PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL.. 33138 Designer: Vicente Franco Lie. No 62531 Estate of Florida Address: 10776 NW 84 LN # 5 Miami, FL 33178 TABLE OF CONTENTS ADM. STRUCTURAL CALCULATIONS REV. 5 06 -13 -09 BDC PROJECT: AbbITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 CHAPTER 1 Page # Masonry Design 1- 5 DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Veikm 4,0 (Release 4.0 Westem States Clay Product Association International Code Council Prjct Levy Residence Topic: Masonry Zone 5 (worse condit.) Page: Name: RP Date: 06-13-09 Chkd: VF Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2005 MSJC ASD Design Code Material and Construction Data 8 in. CMU, Partial grout running bond Wall Weight = 41.03 psf Type M Portland cement lime / Mortar cement Mortar, Coarse Grout CMU Density = 115 pcf fm = 1500 psi (Specified) Em = 900fm = 1350000 psi Wall Design Details Thickness = 7.625 in. Height = 102 in. (Simply Supported Wall, Effective height '= H) x 3.813 in. #5 Bars, Fy = 60000.0 Reinforcement Spacing = 48 in. Ow.Center jv,1 L—ka k,64.L Wall Design Section Properties Ao = 162.6 in. lo =1328 in. So = 3484 in. Ro = 2.858 in. Wall Support. Simply Supported Wall '1/4)304 6-ik p1,11 (Oct} = 62.z x t,c 19,V 2- QJZ-1-• Tat,‘ 0,) tt:Cx5Ox 41Z `c,t •.m 44 2- Specified Load Components Load P (lb) e (in) W1(psf) W2 (psf) L (lb/ft) h1 (in) h2 (in) Dead 533' 0 0 0 0 0 102 Live 412 '/ 0 0 0 0 0 102 Soil 0 0 0 0 0 0 102 Fluid 0 0 0 0 0 0 102 Wind 0 0 99.52 99.52 / 0 0 102 Seismic 0 0 0 0 0 0 102 Roof 0 0 0 0 0 0 102 Rain 0 0 0 0 0 0 102 Snow 0 0 0 0 0 0 102 Controlling Load Cases Section Forces with Controlling Flexure and Axial Load—D + W x/H = 0.510 frorn bottom of wall bexutv., DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Verskn 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Prict: Levy Residence Topic: Masonry Zone 5 (worse condit.) Page: Name: RP Date: 06-13-09 Chkd: VF V = -8.459 ibIft ML = 10781.2 lb-in./ft P = 703.9 Iblft at en = 0 in MT = ML + Pen = 10781.2 lb-in/ft Moment Capacity = 11076.4 lb-inift (923.037 lb-ft/ft) at this axial load Shear Capacity = 1049.59 lb/ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force—D + L + Lr + S + R + W x/H = 0.000 from bottom of wall V = 423 Iblft ML = 0 Ib-inJft P = 12941b/ftat en = 0 in MT = ML + Pen =0 lb-inlft Moment Capacity = 13035.1 lb-in/ft at this axial load Shear Capacity = 1049.59 lblft The wall is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural, shear and axial forces =shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used V = -8.459 lb/ft (Computed from Loads) ML = 107812 lb-in./ft (Computed from Loads) P = 703.9 lbfft at e = 0 in (Computed from Loads) Computed Design Values Note: 1/3 stress increase was used Effective Width = 48 in. Web Width = 8.313 in. on effective width Allowable Shearing Force = 1050 lb/ft The wall is adequate in shear Required As = 0.2989 in2 each reinforced cell (0.07474 in2Ift) OK DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Prjct: Levy Residence Topic: Masonry Zone 5 (worse condit.) Page: Name: RP Date: 06 -13 -09 Chkd: VF d = 3.813 in. n = 21.48 kbalanced = 0.3092 jbalanced = 0.8969 k = 0.2594 j = 0.9135 Pmax (Compression) = 7.602e+004 Ibs (1.9e+004 tbs/ft) OK Pmax (Tension) := 9920 Ibs (2480 Ibs /ft) OK The wall has adequate capacity. Development and Splice Lengths for Longitudinal Reinforcement K= 3.1250 in. Required Development Length: Id = 25.17 in. Required Lap Splice Length: = 25.17 in. Some odes may require epoxy - coated reinforcement to have longer development and splice lengths. DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association international Code Council Prjct: Levy Residence Topic: Masonry Zone 5 (worse condit) Page: Name: RP Date: 06 -13-09 Chkd: VF Reinforced Wail Interaction Diagram Using the 2005 MSJC ASD Design Code Masonry Unit Size = 8 in. (Partially grouted) Fy = 60 ksi fm' = 1500 psi As = 0.31 sq.in. c = 3.813 in. H = 102 in. (8.5 ft) Axial Compression, P (lbs/ft) 40000 36000_ 1 L 32000 - 28000_ ____ 24000 20000 16009 .= 12000 8000 J t L When reinforcement spacing exceeds 6T, stresses in the unreinforced masonry spanning between bars should be designed to meet MSJC Section 2.2.3.2. Critical Sections Forces e Load combinations wlo stress increase Load combinations with stress increase L J t L 1 -4000 -8000 -12000 - T r DESIGN SYSTEM FOR CONCRETE AND C e National Concrete Masonry Association Brick tndushy Association States Clay Product Association International Code Council Prjct: Levy Residence Topic: Masonry Zone 5 (worse 'pandit.) Page: Name: RP Date: 06 -13-09 Chkd: VF Y MASONRY Version 4.0 (Release 4.0.2) -3.000 -2400 -1890 -1200 -600 0 600 1200 1800 2400 3000 Total Moment, M (Ib -ft/ft) Abbt STRUCTURAL CALCULATIONS Rev. 3 03 -31 -09 PROJECT: ADDITION TO RESIDENCE FOR STACEY ANDBRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 Designer: Vicente Franco Lic. No 62531 Estate, of Florida Address: 10776 NW 84 LN # 5 Miami, FL 33178 3 -3 ( ? Abbt STRUCTURAL CALCULATIONS Rev. 3 03-31-09 TABLE OF CONTENTS PROJECT: ADDITION TO RESIDENCE FOR STACEY ANbBRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 CHAPTER 1 Page # Design References A CHAPTER 2 Design loads CHAPTER 3 Conc. Tie Col. Design 1 - 2 Ftg Design (Tie Col.) 3 - 15 Conc. TB Design 16 Wind Load Design 17 - 19 Abb'L STRUCTURAL CALCULATIONS Rev. 3 03-31-09 DESIGN REFERENCES PROJECT: ADDITION TO RESIDENCE FOR STACEY ANbBRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 DESIGN REFERENCES : FLORIDA BUILDING CODE 2004. ASCE 7 -02 MINIMUM DESIGN LOADS FOR BUILDINGS. ACI 318 -02 BUILDING CODE. MANUAL STEEL CONSTRUCTION, 9TH EDITION. NCMA CONCRETE MASONRY DESIGN SOFTWARE VERSION 3.1. CORESLAB STRUCTURES MANUAL. CRSI 1996 HANDBOOK. ACI 530 -02 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ACI 531.02 SPECIFICATIONS FOR MASONRY STRUCTURES. PCA SLAB COMPUTER PROGRAM, BEAM DESIGN. "PCA COL" COMPUTER PROGRAM, CONCRETE COLUMN DESIGN. Abb'L STRUCTURAL CALCULATIONS Rev. 3 03-31-09 DESIGN LOADS PROJECT: ADDITION TO RESIDENCE FOR STACEY ANDBRIAN LEVY 1051 NE 93 STREET MIAMI, FL 33138 DESIGN LOADS DEAD LOAD: Concrete Slab 100 PSF Mechanic, Electric, Ceiling 5 PSF Partitions 8 PSF Ceramic Tile Flooring............ ......... ......... ............ ....... 12 PSF TOTAL 125 PSF Terrace.................. ............... ....... ........... ...... .........................72 PSF Balcony 16 PSF LIVE LOAD: Hallway 80 PSF Apartment...... . ........... .......... ....... ............ ............ .......... ......40 PSF Public Areas, Lobby ........... .................. ............ ...... .......100 PSF Balcony. .............. ..... . ...... ............ ...... .......... ............. PSF ROOF LOAD: Concrete Slab 100 PSF bead Load 30 PSF Live Load ...30 PSF Ad ' 140 0424APAet �0v S Ce, 644.E 8 tau �ev�t 10 S ( Ni." a) 3 %kle4. KG4-4- ,) 33/3$ Tie 061, Y-∎ko, .vt &I14, (Ax. 4EY) baNusiv\ 0_6 wv, ; c'us)A,vv )1k s0.4 2=1¢ Pitt �wwtc�a= 2.1' x tool = 101 fit Q01., ---- -- / 30 = 13S 0-ovtt.:T - f2.60)x‘xo.64X1Vo _ 416 7 211 1 w- 2°14 x t \.% + [-({oq x 3- 01,61 20 542 It 491 IA LA_ 3.s3 x1 .. 4' -o1-ba 14. tii ; (3226tix1.(.) ($)t) \.2){ -(4 K1.c 516SO to S46 I 322 41 Lin- (.°144( +(totix ). 4241 Lbt E84. 4" d, = 14 -Z- 141 V xt2 43.241Xt2. co,t�9 x ?tirx bxr12 e:9x3x4x141'._..... 2cei L. .- 63.26ei .IG- . --3 u3=a,(40( 3 "1.IQ e tx_.) J x A . o.16 t x 3 x S. 14" - 0:614- tz. ( �� J �` h � Z � 1.2 (4,241 x 1.6)- (>.t >G 2 V (e x/2 = 0,4v'x2,$ J )( 14x. t6 = 5 o 2 1c .\10,12, 0,1t x St. XVXXIttPft 4,18 Gz 214$ I — AM shy 1t rte: N as 1 tw `� � a e eye Qn 6r ku Y lost NE Sk- r?e.e{ � auAi i `�'L 33 /3$ • "Ct l' t(V\; rkk k-15-4-A-%; Q9� 4C 2,101 2 ;2qy `tt' ►et 011 --- 0.6x 7.-.52 4.411 240 z t nY' 120 hv. 546 ,,.. 1;90 s% 2210" . Vw_4.2 4 c:.! ZILLO /aa 1 to ts6JWOI NR 11.01 vafWJ coma IJI mu. ...wry Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:23 - Scale: Fit to Page Structural Layer Plan View - Kip-in Units nuu t W I'CoiUCi tl.0 tui VAaIR, 0111u 1J11a11 Lally Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:20 - Scale: Fit to Page Soil Pressure Diagram - (ELAST) - lb-ft Units rIum 1 Ltd 1WJRAVI IL IIJI calm, .et mass ...so Wy Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:21 - Scale: Fit to Page Elastic Deformed Shape (EAST) - Kip-in Units •'4MM II 41J II S4.V.trt.MV $4 ../...1.1.6.7 M •w vv., Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:12 - Scale: Fit to Page Surface Loading (DEAD) - lb-ft Units ...,,...W . .......■........ ..,..0 ...., ., ...- Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:12 - Scale: Fit to Page Line Loading (LIVE) - lb-ft Units fluu 1 US 1•00142711413 *U* 41.44) .014 140012 44•.1 Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:12 - Scale: Fit to Page Line Loading (DEAD) - lb-ft Units awe • ••• • ,__.__..r Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:11 - Scale: Fit to Page Point Loading (WIND) - lb-ft Units "WY 1 MO 1 \GOIMP,IW 1MI VWWJ QI tM YI Mt" VVit/ Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:11 - Scale: Fit to Page Point Loading (LIVE) - Ib-ft Units am nuu 1 w rlamuvnw Iw vaaw7 coma Y1 Man 16.10q Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:11 - Scale: Fit to Page Point Loading (DEAD) - lb-ft Units O.L'iM Ma r uU 1 tU INWIUC10.•C. 11/1 vtaaTiy alto 11.1111011 LCry Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:30 - Scale: Fit to Page Bottom Y-Strip Reinforcement (Sq -in) - Kip-In Units OS= Ca nuu 1 w rVWDIuaIR.a 11J1 IJUMAZy 0116J NIIQI1 I V7 Ftg (Chimney Area) • SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:30 - Scale: Fit to Page Bottom X -Strip Reinforcement (Sq -in) - Kip-in Units rauu 1 av 1 SCOIUOnw wO vwwy 01114 vnau 161:719! Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:32 - Scale: Fit to Page Top Y-Strip Reinforcement (Sq -in) - IGp-in Units w71`SrL' L' t %&M 1 w 1Swou%.nw ws v w7 41111t. 1601111.” v• j Ftg (Chimney Area) SAFE v8.0.1 - File: Ftg Chimney - March 31,2009 23:33 - Scale: Fit to Page Top X -Strip Reinforcement (Sq -in) - Kip-in Units 11,2X12 o.°txSx 1U x10 = 0.062 cam t41 o,oCq�)k 3x9xto co = 0.239 tvt kmat = 0.003Cx8x12= 0, 3.V Zvi 4 24 y \I ;Lk Q• , 2•41 x%•Z) t oa x I.0 = .'.S5 I- 0,20/ x S X Iz= 24f1 Y. \Li 1 v94 5;63 24X S;63 13,4- DESIGN WIND LOADS JOB TITLE Add'I to Residence for Stacey and Brian Levy 1051 NE 93 Street Miami, FL 33138 JOB NO. 011/09 SHEET NO. CALCULATED BY RP DATE 3/30/2009 CHECKED BY VF DATE STRUCTURAL CALCULATIONS FOR Add'l to Residence for Stacey and Brian Levy Miami, Florida DESIGN WIND LOADS JOB TITLE JOB NO. CALCULATED BY CHECKED BY Add'l to Residence for Stacey and Brian Levy 1051 NE 93 Street Miami, FL 33138 011/09 SHEET NO. RP DATE 3/30/09 VF DATE Code Search 1. Code: ASCE 7 - 02 11. Occupancy: Occupancy Group = R Residential 11I. Type of Construction: Fire Rating: Roof = 2.0 hr Floor = 2.0 hr IV. Live Loads: Roof angle (8) Roof 0 to 200 200 to 600 over 600 Floor Stairs & Exltways Balcony Mechanical Partitions sf: sf: sf: 3.00 / 12 14.0 deg 20 psf 24 - 0.02Area 12 psf V. Wind Loads : ASCE 7 - 02 Importance Factor Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Exposure Enclosure Classif. Internal pressure Building length (L) Least width (13) Kh case 1 Kh case 2 40 psf 100 psf 60 psf 40 psf 20 psf 1.00 146 mph 0.85 14.0 ft 0.0 ft C Enclosed Building +/ -0.18 124.2 ft 50.8 ft 0.849 0.849 Topographic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft Half Hill Length (Lh) 0.0 ft Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x= 0.0 ft Bldg up /down wind? downwind H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (1 +K1K2K3) ^2 = K1= K2 = K3 = H< 15ft;exp C Kzt =1.0 0.000 0.000 1.000 ESCARPMENT Speed -up x(downwind) 1.00 2D RIDGE or 3D AXJSYMMETRICAL HILL DESIGN WIND LOADS JOB TITLE Add? to Residence for Stacey and Brian Levy 1051 NE 93 Street Miami, FL 33138 JOB NO. 011/09 SHEET NO. CALCULATED BY RP DATE 3/30/09 CHECKED BY VF DATE V. Wind Loads - Components & Cladding: Low -rise Buildings (hs60) & Alternate design 60' <h <90' Kz = Kh (case 1) = 0.85 GCpi = +1 -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 39.4 psf a = 5.1 ft 700sf MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 ft Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Walls Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet Roof Angle = 14.0 deg Type of roof = Hip GCp +/- GCAi i Surface Pressure (psf) User input 10 sf 50 sf l00 sf IO sf 50 sf 100 sf 10 sf 96 sf -1.08 -1.01 -0.98 -43 psf -40 psf -39 psf -43 psf -39 psf -1.88 -1.53 -1.38 -74 psf -60 psf -54 psf -74 psf -55 psf -1.88 -1.53 -1.38 -74 psf -60 psf -54 psf -74 psf -55 psf 0.68 0.54 0.48 27 psf 21 psf 19 psf 27 psf 19 psf -2.38 -2.38 -2.38 -94 psf -94 psf -94 psf -94 psf -94 psf -2.38 -2.38 -2.38 -94 psf -94 psf -94 psf -94 psf -94 psf Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees GCp +/- GC i Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 23 sf 23 sf -1.28 -1.10 -0.98 -50.4 psf -43.4 psf -38.6 psf -47.9 psf -47.9 psf -1.58 -1.23 -0.98 -62.2 psf -48.3 psf -38.6 psf -57.1 psf -57.2 psf 1.18 1.00 0.88 46.5 psf 39.5 psf 34.6 psf 43.9 psf 43.9 psf qp = 0.0 psf CASE A = pressure towards building CASE B = pressure away from buulding afI 4 a a fi5 0 5 7 degrees and Monoslope 5 3 degrees Monoslope roofs 10° < 0 5 30° Solid Parapet Pressure 10 sf 100 sf 500 sf ASE A : interior zone : Corner zone : 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf :ASE B : Interior zone • Comer zone : 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf Monoslope roofs 3 ° <0510° as co 0 > 7 degrees 9 > 7 degrees • • ••• •• •• • • • • • • • • • • • • • • • •. • • •• • • • • • •• • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • ••• •• • • • •• • • • • • • • • •• • • • • •• ••• • • ADM STRU •• 'AL• CALCULATIONS REV. 405 -21 -09 BDC PROJECT: ADDITION TO RESIbENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL.. 33138 • • • •. • iami Shores Village APPROVED 2 G , T BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND CD( 'WY RULES AND REGULATIONS ,..rte...■ Designer: Vicente Franco Lie. No. 62531 Estate of Florida Address: 10776 NW 84 LN # 5 Miami, +'L 33178 •• • • • •• 05i2.112009 13:03 3359311052 INTERNATIONAL COMET Miami Shores Villa ; • • Building Deportment i••••.; ',2.!`w I e. 1/4/taw STRUCTURAL CRITIQUE SHEET PIE f tiJi ••• • • • • ••• ,0050 M.E.2nd Avzran • am• S4 d12303 • • • • 00 •. • • • • • • • • • • • • • • • • • • • iaK= ��L75) 750.8972 • • • • • • • • • • • • l Perurit No. U "f' 2 % ••• •30Mi+tt�• L aVy • • • • • •.E •• • • • r 0V-- c c Yi fa e:c3 are t s 5176(4, •; of see s -t aeu,® E see eet) © , te r - 4 I 1 4 l d a t 5 Sh, 5 -1I Le pod c t shek At j:er,rr= !. 4j.ifr tet e - 6 "I yid "Pit 7 " .a'e. q r led c'- 5 iec.n� eq%b• - a5/ 11f 2r?a9 13: 33 3359311062 Permit No: 09.216 Nam: May S, I3+iTERt4ATItt4i{L 0CiNST PAGE. B1 %0'2 • :i: • • • ••• • •• •• • • • • • • • • • iami v.i. • • • • iq aci § L t`ai'iient • • • • • • •�• •�• ••• • :SOO tn1.t.7nc Avenue Miami Shores, Florida 33138 Tat: 1305) 796.2204 •• • • • • • • • Fa * (3D8 756.6972 • • • • • • • •• • • • • • ••• •• Page 1 of 1 BuI1ding C : = Sheet �- "1) terns mist to approved by HRS for the septic system. 42) Provide rcpt from Miami mi Dade A demolition pemtit application is required. Zoning for impact rises. C—• 4) Ali sub perm applications must be submitted before next review. 02 6) Gonecticne for structural must be oompfeted. — 6) The plans and the survey do not mated. The plans shown se flood zone and the survey shows x. The house le. located in an AE-8 Flood and syiust'oairiplr i lr'2lt ficxxl trig Provide a' ✓ completed elevation certificate using the new RRM panels. 7) Provide e substantial improvement verification worksheet and copies of conti ar is for alt work. V. 8) Provide the wind toad design criteria.k:.;� > -- 2 s t; e b d l G.la. J 9t Provide a shoring *detail for all areas for tempos y shoring. P uJ e w 5 V ui a.1 d v;aw t 5 c1 w{ If t-k is �) 410) Provide a statement of design bearing capacity. e‘ soil b-4v to � t k r = 2000 Psi .see b � e � L./ 0' A ,2- 1' —11) WF 301s not shcem on the footing schedule. B.J u.) -2 0 No i D. 1 sa _ 12) Provide a statement of masonry design. Design must be based on ACI 530 or code prescriptive 5 13) Provide a special tnspector form for masonry. 14) All columns end Med cells must be identified as to location with dimensions. 15) Provide truss engineering. 16) Provide a letter of retention for the supervision of erection of trusses. 117) Each roofing member must have the required connection identified. The m t include strap to be used, size and number of fasteners, uplift, and capactiy.. a 5 ere eeo t4N► . << 18) Provide.a detail for roof sheathing. Plans show 1x6 and 518 sit tl q. a a that shows material, fasteners size and number °"'4 "�2CG ' "`a? ev'• °4'" `�G l r�U . —13) Provide detail Of brick attachment and weer proofing for aB windo ws and (Q C f•.... 20) Provide product aeon:e ads for all windows and doors. 21) The designer of r e c o r d Hurst r e v i e w and eIgnmoroved all product approvals and shop drawings. `. G �.• 22) Pravlde a root permit application and a high veloclly ng appal for pC 23} Plus must show attic ventl3atian with calculations. 4,24) The two trelfeee are not detaied.. Provide details of all connections and material to be used. g /SQe u , 4 • Plan review is not complete, when all items above are corrected, we wtil do a complete plan review. if any sheets are voided, remove them from the Mans and replace with new revised streets and include one set of voided sheets in the re- submftai drawings. Norman Bruhn C 305. 795 -2204 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • .•. • ••• • • • • • • • TABLE OF Cahl'�N=ES • ADM.. STRULiURAL�' "' �� CALCULATIONS . .. ••• .. • • • . • • • • • • •• • • REV. 4 05 -21 -09 BDC • • • ••• •• PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 CHAPTER 1 Pace # Design References ... ... A CHAPTER 2 Design loads B CHAPTER 3 Footing Design 1- 2 Wind Load Design 3 - 8 Notice of Acceptance NOA DESIGN REF ?RgNCES: AMYL STRUestlrlyki,i CALCULATIONS • • • . • • • • .. .. • .. REV. 4 05- 21- 09'B©G ' •• ". .. • • ......S PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 DESIGN REFERENCES : FLORIDA BUILDING CODE 2004. ASCE 7 -02 MINIMUM DESIGN LOADS FOR BUILDINGS. ACI 318 -02 BUILDING CODE. MANUAL STEEL CONSTRUCTION, 9TH EDITION. NCMA CONCRETE MASONRY DESIGN SOFTWARE VERSION 3.1. CORESLAB STRUCTURES MANUAL. CRSI 1996 HANDBOOK. ACI 530 -02 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ACI 531.02 SPECIFICATIONS FOR MASONRY STRUCTURES. PCA SLAB COMPUTER PROGRAM, BEAM DESIGN. "PCA COL" COMPUTER PROGRAM, CONCRETE COLUMN DESIGN. • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • ••• ••• • • • DESIGN L .DS••• •: ADD'L STRUM' 'li1RAL. •i 1 CALCULATIONS REV. 4 05- 21- 09' • BCC ' " :• PROJECT: •• • • • • • • •• •• • • • • ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 DESIGN LOADS DEAD LOAD: Concrete Slab................ ........... .......... .......... PSF Mechanic, Electric, Ceiling .................5 PSF Partitions ...........8 PSF Ceramic Tile Flooring ..............12 PSF TOTAL 125 PSF Terrace............ ............. ........ ...... ............ ......... .................. ...... ....72 PSF Balcony.................................... .............................16 PSF LIVE LOAD: Hallway................. ....... ................. ...... ........ ................... ....... 80 PSF Apartment................................................... .............................40 PSF Public Areas, Lobby.... ................ . .............. ................... ...... 100 PSF Balcony....... ..... ........................... ............. .......... .......... PSF ROOF LOAD: Concrete Slab.... .. .................100 PSF DeadLoad................ ..... ....... ....... ........ ............ . ....... ....... ..... ....30 PSF LiveLoad ........................................................ .............................30 PSF • • • ••• • • •• '•• • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • •• • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • •• • • • • •• •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• FOOTING DESIGN REV. 4 05 -21 -09 BDC PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 -t" PiUIMILII II gialgirr via = 16' a a a LL LLL - Reactions - kips, kip ft - pkeot ,, won 66/D£2 -muss #1; (L+-+) rc�wtuV 14 .�3 4.958✓ Shear - kips Moment - kip ft Rotation - radians • •.• • • • ••• •• •• • • • •• • • • • • • • • • • • • ••• • r2.: • .•. • • • • Al ••• •• • • 14.225 ✓� • • •• • • • • •• 'm../ •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • 7.583909 3.342 '= `Ib.000601 6.641567 0.245450 Deflection - inches WinBeam 3.20 - Registered to Shareware - Please Register • • ••• • • • .•• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • •• •• • • • 00 ••• •• •• • • • . • • 00 • • • • • 000 00 WIND LOADS bESIGN REV. 4 05 -21 -09 BDC PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 DESIGN WIND LOADS Jos mI E•Add'I to Residence for Stacey and Brian Lev} :os a ICE q3 eei #v?iarn 3os nto.: 01:709 : smtET po. CALCULATED b?" AP • • • DATE CHECKED BY VF DATE ',FL 33138 STRU • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • ••• •• •• • • •• • • • • •• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• CALC TIONS FOR Add'I to Residence for Stacey and Brian Levy Miami, Florida DESIGN WIND LOADS JOB TITLE Add? to Residence for Stacey and Brian Levy • • • • • • • • • • • 1i0 • 4 Au 9i Miami, FL 33138 • JOB ttb. :e 119 9l1Eqlr KO. CAL uLAtEd Bt • RP • • • CATE 3/30/09 CHECKED BY VF DATE Code Search 1. : ASCE 7 - 02 11. Occupancy: Occupancy Group = HI. Typo of Construction: Fire Rating: Roof = Floor = IV. Live Loads: Roof angle (0) Roof 0 to 200 sf: 200 to 600 sf; over 600 si Floor Stairs & Eaitways Balcony Mechanical Partitions R Residential 2.0 hr 2.0 hr 3.00 /12 14.0 deg 20 psf 24 - 0.02Area 12 psf 40 psf 100 psf 60 psf 40 psf 20 psf V. Wind Loads : ASCE 7 - 02 Importance Factor Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Evosure Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh case 1 Kh case 2 1.00 146 mph 0.85 14.0 ft 0.0 ft C Enclosed Building +/ -0.18 124.2 ft 50.8 ft 0.849 0.849 Topographic Factor fKztl Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use HILh Modified Lh From top of crest: x= Flat 0.0 ft 0.0 ft 0.00 0.00 0.0 ft 0.011 Bldg up/down wind? downwind HILh= 0.00 x/Lh = 0.00 z1Lh = 0.00 At Mean Roof Ht: Kzt = (1 +KIK2K3)^2 = KI= K2 = K3 = • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • •• • • • • •• • • • •• ••• •• • • • • • • •• • • • • • ••• ••• H< 1511;exp C KzP 1.0 0.000 0.000 1.000 ESCARPMENT Speed -up x(downwind) H 1.00 2D RIDGE or 30 AXISYMMETRICAL HILL DESIGN WIND LOADS JOB TM.E Add'i to Residence for Stacey and Brian Levy 1151 9 Vred Um& F3?' J06 110. •OZ /01) • • • • CALCULATED BY : RP: •: • 24E i 3/1041 • CHECKED BY VF DATE Kz = Kh (case 1) = 0.85 GCpi = + / -0.18 Base pressure (qh) = 39.4 psf a = 5.10 Minimum parapet height at building perimeter = - 0.0 ft Roof Roof Angle = 14.0 deg, Type of roof = Hip GCp +/- GCyi Area Negative Zone 1 -1.08 -1.01 -0.98 -43 psf -40 psf -39 psi' -43 psf -41 Negative Zone 2, -1.88 -1.53 -138 -74 psf -60 psf -54 psf -74 psf -65 Negative Zone 3. 4.88. -L53 •1.38 -74-psf : - 6a psf - -54psf -74 psf -65 Positive All Zones 0.68 0.54 0.48 27 psf 21 psf 19 psf 27 psf 23 ps Overhang Zone 2 -2.38 -2.38 -2.38 -94 psf -94 psf -94 psf -94 psf -94 Overhang Zone 3 -2.38 -2.38 -2.38 -94 psf -94 psf -94 psf -94 psf -94 Negative zone = um• 1, since- eitp roofxith angle 25 degrees 10sf 1 50 s 100 sf • •• • • • • • • • • • •• • • • • • • •• • • , • • • • �• • • • •NOTE: If tanlary annals grottier riven■ • 700sf, MWFRS pressure maybe used. •• • • • •• ••• •• • • ••• • • • • 00 • • • • •• • • • • • ••• ••• Surface Pressure (psf) 10 sf it 50 sf User Input lO sf 28 sf Walls Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet GCp +/- Gc?i Surface Pressure psf) user input 10 sf 100 sf 500 sf - 10 sf 100 sf 500 sf 28 sf 15 sf -1.28 -1.10 -0.98 -50.4 psf -43.4 p -38.6 psf -47.3 psf -49.2 psf -1.58 -1.23 -0.98 -62.2 psf -48.3 ps -38.6 psf 56.0 psf -59.8 psf 1.18 1.00 0.88 46.5 psf 39.5 .: 34.6 psf 43.4 psf 45.2 psf 0.0 psf CASE A = pressure towards building CASE B - pressure away from building 0 5 7 degrees and Monoslope 53 degrees. 2a Monoslope roofs 10° < 0 S 30° Solid Parapet Pressure CASE A : Interior zone : Corner zone : CASE B : Interior zone : Corner .zone 10 sf 0:0 psf' 0.0 psf 100 sf 500 sf 0.0 0.0psf 0.0 psfj 0.0 psf 0.0 psf 0.0 psfI 0.0 psf 0.0 psf Monoslope roofs 3° <0510° 0 > 7 degrees 0 > 7 degrees DESIGN WIND LOADS .r'; Kz = Kh (case 1) = 0.85 GCpi Base pressure (qh) = 39.4 psf a = Minimum parapet height at building perimeter Roof Angle = 14.0 deg Type of roof = Hip Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet 10.sf -1.08 -1. -1.88 0.68 -2.38 -2.38 JOB 1141E Adel tgRipi4nce fo Stacey and Brian Levy 1=iSl 1' 93:Streit Itfutui, FIZAV JOB N .:0114 9 'i 1Er . • i • • CALCULATED BY • RIP • • • •W E: 3404) 8V VF DATE • • •• • • • • •• • • • 4 • • • • • • • • • • • • •• +/ -0.18 NOTE: If trio is greater ARP 5.1 ft 700sf, MWFRS pressure may be used. 0.0ft .•• : • • •• ••• • • •• • • • •• • • • • • • • • •• • • •• • • • • • • • • • • GCp + /- Surface Pressure (psf) 50 sf 100 sf 10 sf 50 sf 100 sf -1.01 -1.53 -1.53 0.54 -2.38 -2.38 -0.98 -1.38 -1.38 0.48 -2.38 -2.38 -43 psf -74 psf -74 psf 27 psf -94 psf -94 psf, -40 psf -60 psf -60 psf 21psf -94 psf -94 usf User input •• • • • • • • -39 psf -54 of -54 psf 19 psf -94 psf -94 psf Negative zone 3 = zone Z, since hip roof with angle <= degrees 10 sf -43 psf -74 psf -74 psf 27 psf -94 psf -94 psf 28 sf -41 psf -65 psf -65 psf 23 psf -94 psf -94 psf GCp +/- GC" i Surface Pressure (Est) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 32 sf 22 sf -1.28 -1.10 -0.98 -50.4 psf -43.4 psf -38.6 psf'- -46.9 psf -48.0 psf -1.58 -1.23 -0.98 -62.2 psf -48.3 psf -38.6 psf -55.2 psf -57.4 psf 1.18 1.00 0.88 46.5 psf 39,5 of 34.6 psf 42.9 psf 44.1 psf (P= 0.0 psf CASE A = pressure towards building CASE B = pressure away from building Solid Parapet Pressure 1 10 sf 1 100 sf 5 500 sf ASE A : Interior zone : 0 0.0 psf 0 0.0 psf 0 0.0 psf 0 5 7 degrees and Monoslope 5 3 degrees Monoslope roofs 3 ° <0510° Monoslope roofs 10° < 0 5 30° 0 > 7 degrees 0 > 7 degrees DESIGN WIND LOADS JOB TITLE J08 NO CALCULATED BY CHECKED BY Addl tqRssaenceefor Stacey and Brian Levy MA Tit 93:Snett rap, 111.:33138 : 0139 ptErr itop • : - ••• •DATE: 3b0ar VF DATE tat Kz = Kb (case 1) = 0.85 GCpi -- Base pressure (qh) 39.4 psf a =, Minimum parapet height at building perimeter = Roof Roof Angle = 14.0 deg Type of roof = Hip Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet 10 sf -1.08 -1.88 -1.88 0.68 -2.38 -2.38 GCp +/- GC-1i 100 sf 50 sf -1.01 -1.53 -1.53 0.54 -2.38 -2.38 -0.98 -1.38 -1.38 0.48 -2.38 -2.38 1 • 0 s • • • • • • • • • • • • • • • • • • • • • • • • • • +/-0.18 NO If tril)Iltarytedt is graver tbane 5.1 ft 700sf, MWFRS pressure may be used. 0.011 ••• • • • • • • :• . :00 •• • ...... • • ..... • • • • • • • • . Surface Pressure (psf) • • • • • • • • 10 sf -43 psf -74 psf -74 psf 27 psf -94 psf psf 50 sf -40 psf -60 psf -60 psf 21 psf -94 psf -94 psf 100 sf -39 psf -54 psf' -54 psf 19 psf -94 psf -94 psf Negative zone 3 = zone 2, since hip roof with onglet <= 25 degrees User input 10 sf -43 psf -74 psf -74 psf 27 psf -94 psf -94 psf sf psf -65 psf‘ -65 psf 23 psf -94 psf -94 psf GC +/- GCpi 10 sf Surface Pressure User Input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 35 sf 39 sf -1.28 -1.10 -0.98 -50.4 psf -43.4 psf -38.6 psf' 46.6 psf 46,3 psf -1.58 -1.23 -0.98 -62.2 psf 48.3 psf -38.6 psf -54.6 psf -54.0 psf 1.18 1.00 0.88 46.5 psf 39.5 psf 34.6 psf 42.7 psf 42.4 psf qp = 0.0 psf CASE A = pressure towards building CASE B = pressure away from building 0 s 7 degrees and Monostope s 3 degrees 2a Monoslope roofs 10° <0 5 30° SolidFarapetPresswe 10 sf 100 sf 500 sf ASE A: Interior zone : Comer zone : 0.0 psf 0.0 psf 0.0 psf 0,0 psf 0.0 psf 0.0 psf :ASE B: Interior zone : Comer zone : 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf Mon.oslope roofs 3°<0 S 10° 0 > 7 degrees 0>7 degrees DESIGN WIND LOADS JOB TITLE Addl. tp R enc for Stacey and Brian Levy 185,11E 9: Sind pfumtij FL 321:311 .108 NO.: 01 J, 09 • • CALCULATED BY• RP • • • • DATE t 3Qft3 CHECKED BY VF DATE A.v 11 !I:�ii1 L1 = Kb (case 1) = 0.85 GCpi Base pressure (oh) - 39.4 psf a M-rnimum parapet height at building perimeter = Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Negative Zone Negative Zone 5 Positive Zone 4 & Parapet Roof Angle = 14.0 deg Type of roof = Hip GCp +/- GCai +/ -0.18 5.1 if 0.0 ft 10 sf -1.08 -1.88 -1.88 0.68 -2.38 -2.38 50 sf -1.01 -1.53 -1.53 0.54 -2.38 -2.38 100 sf 11 10 -0.98 -1.38 -1.38 0.48 -2.38 -2.38 • •• NO'FE: If tnitutart lsta is grader that 700s1r MWFRS pressure may be used. ••• • • ••• :•• • " •. • • • • • • • • • • ••• •. Surface Pressure Spsf) sf 100 sf -43 psf -74 psf -74 psf 27 psf -94 psf -94 nsf 50sf -40 psf -60 psf -60 psf 21 ps -94 psf -94 psf User input • -39 psf -54 psf -54 psf 19 psf -94 psf -94 psf Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees 10 sf -1.28 -1.58 1.18 0.0 psf 100 sf -1.10 -1.23 1.00 CASE A = pressure towards building CASE B = pressure away from building 500 sf -0.98 -0.98 0.88 Surface Pressure , 3 10sf -50.4 -62.2 ps 46.5 100 sf -43.4 ps -48.3 ps 39.5 Solid Parapet Pressure CASE A : Interior zone : Comer zone • CASE B Interior zone Corner zone • 500 sf -38.6 ps -38.6 34.6 10 sf -43 psf -74 psf -74 psf 27 psf -94 psf -94 psf 28 sf -41 psf -65 psf -65 psf 23 psf -94 psf -94 psf User in t 24 sf -56.9 ps 43.8 19sf -48.5 p -58.3 44.5 Monoslope roofs 3 ° <9510° Monoslope roofs 10° < 0 5 30° 1 1 Zi 1C) 1 1 1 1 1 1 1 1 0 > 7 degrees 0 > 7 degrees MIAMI BUILDING CODE COMPLIANCE Of II'iCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1055 East 29th Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVHC -37 Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 02/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0224.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • •• •• • '•' •'• •• •• • .•. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •. MIAML DADE COUNTY, FLORIDA • • • • • • • • • • ao-•I} 5 F ,RQLER BUILDING • • • • • 140 NtrEt' FI,AGLI R T1 T, SUITE 1603 • • • • MIAMI, FWIUDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 • • • • • www.ania�uidatde gov/buildingcode • • • ....• • • •' .. . . '•' • • ••• ••0 .MI -DAi E CO . APP,�t?YEO NOA No. 08- 0323.02 Expiration Date: May 22, 2013 Approval Ditto: Juno 5, 2008 Page 1 Nu -Vue Industries, Inc. • • . •• • • • • 0 • • • • • • ••• • • • ••• ' • • • • • • ••• • • • • • • • ••• • • 4, • • • • • • •• NOTICE OF ACCEPTANCE: Ti yirit'NCE SrJB1 iIT L • • ••• • ••' A. DRAWINGS • • • • • • 1. Drawing No. NU -1, titled "Truss and Top Plate turiarrsr, $he'et; 1•tilro 4 of 4, dated 02/18/08, prepared by Nu -Vue Industries, Ino.,.sitn:d and seafec 0Vipin 1;d. Tolat, P.E. B. TESTS Test reports on wood connectors per ASTM 1)1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. 1. 05 -5195A 2. 05 -5196A 3. 04 -4995 4. 04 -4996 5. 05 -5612 6. 06 -5622 7. 04 -4908 8. 03 -4631 9. 08 -6711 Wood Connector AB -5 AB -7 • NVTHJ -26 NVTHJ -28 IKE -1 IKE -2 • NVTT NVTT NVHC -37 Load Direction Fl and F2 Fl and F2 Upward Upward Upward, LI and L2 Upward, LI and L2 Upward and L1 Upward and Li Upward, LI and L2 Date 06/03/05 06/11/05 01/31105 01/31/05 03/20/06 05/01/06 07/21/04 06/21/04 03/14/08 C. CALCULATIONS 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, F.E., Consulting Engineer, dated 03/20/08, signed and sealed. by Vipin. N. Tolat, P.E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code conformance letters, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. OTUER 1. Notice of Acceptance No. 03- 0224.10, issued to Nu -Vue Industries, Inc., approved on 04/17/03 and expiring on 05/22/08. E -1 5 11 11 Ca " os NI. Utrera, P.E. Product Control Examincr NOA No. 08- 0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 • • •••••• • • •••••• • • • •••••• ••••• • • OOOOO • • •••••: • • •••••• • • • OOOOOO Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steal and the seats of 20 gauge steeL •••• • • • •• • • • • ••• • • OOOOOO • • •••• • • • ••• • • • • • • • •••• • •••• • ••• Assembly Product Code Dimension 13 (inches) '' Total No. of Fasteners in map 106x134" Total No. of Fasteners in 20 GA. Seat 10da1%" Allowable Loads (lbs) . 6 Ll 6 L2 6 NVSTA12 12 5 6 1046 700 1049 6 6 1141 760 1144 AtVSTA16 16 7 6 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 9 6 1426 950 1430 IVVSTA22 22 NVSTA24 24 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steal plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assembly Product Code Dimension 11 (inches) Total No. ofFasteaets in two Straps 10dx 1W Total No. of Fasteners in 20 GA. Seat 10dx 1W Allowable Loads (112s) 6 Uplift s Uplift 6 Ll 6 L2 NVBTAI2 12 10 6 1506 1766 1050 1430 12 6 1695 1987 1181 1631 NV11TA16 16 14 6 1883 2208 1312 1812 NVRTA20 20 16 6 2071 2429 1444 1994 18 6 2259 2649 1575 2175 NVRTA22 22 Notes: PROWCPREV1 with 24 1. Nails are necessary in straps and seat to achieve, dosing 10 2. See note 6, sheet 1 for combined loading. Acaep•nmtio4 e 1.1..U., 4...........1. _l.w..l.. ..1. 1I stM, Fiver. duo l.awc earth. EVIROMOMA 4. For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi. r 6. Based on nun. 2506 psi concrete.- .4PIN N. TOLAT, PE (CIVIL) FL. REO. f 12847 15123 LANTERN CREEK LANE HOUSTON. TX 77068 Nu -Vue 1053-]059 East 29 Street Hialeah, Florins 33013 (305) 694-0397 Fac (305) 694.0398 TRUSS AND TOP PLATE ANCHORS DWG 6: NU -1 Sheet 2of4 Data Feb 18, 2,008 Revisions: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street eah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -D:,. e County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami D e County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU-2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH ", dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed -and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration d ate by the Miami -Dade County Product Control Division. MISSILE " I ACT RATING: None FLING: Each unit shall bear a permanent label with the manufachme?s name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building official. This NOA renews NOA # 05- 0701.04 and consists of this page 1 and evidence pages: E 1 and E2, as well as approval document mentioned. above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • •• •• • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • •.• • • • • • • ••• • .• • • • • , • i : � - E,(CiUNTY, FLORIDA • • , , : • ME RCADtDr PIIGrLER BUILDING • ' 140144914LAGta WSET, SUITE 1603 MIAMI, FLORIDA 33130-1563 • • • • • (305) 375 •-2901 F. ,v (305) 372 -6339 • , , , • ••• , . ±nor : .•v +uildin.code •• • . . • • ••• • ••' .APP OYED NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 Nu -Vue Industries. Inc. • • ••• • • ••• •• • • • • •• •• ••• • • • • • • • • ••• • • • • • ••• • • • • • • •• • . . .• • • •. • • • • •'• NOTICE OF ACCEPTANCE: EVIDENCE S1 B11MI'rrEDI • • • ••• A. DRAWINGS . • •• • • . • • • • ... .. 1. Drawing No. NU -2, sheets 1 through 4, titled "NQ7.k ,P4 AS,•NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03 with lest eviticti pi.0'7/J /06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 05- 0701.04" B. TEST 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R.. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction PT 02 -4073 NVTA Upward PT 02 -4075 PT 02 -4074 PT 02 -3938 PT 03 -4177 PT 03 -4202 PT 03 -4271 PT 03 -4270 PT 0211095 PT 02 -4096 31- 22456.0002 PT 04-4698 PT 04-5036 NVTA NVTA NVTA NVRT36 NVRT36 -T NVRT36 -T NVRT24 -T NVUH26 NVBH24 NVTA & NVTAS NVTH24 NVTH24 Upward Upward Upward Upward Upward Upward Upward Up & Downward Up &Downward Lateral Upward Parallel/Perpendicular Upward Load C. CALCULATIONS Report of Design Capacities prepared by V. N. Tolat, P.E. Product Model No. of Pages pAte 1. NVBM24 7 through 8 05/05/03 2. NVRT 9 through 14 05/05/03 3. NVTA & NVTAS 1 through 6 05/05/03 4. NVTA & NVTAS 1 through 14 02/06/03 5. NVRT 15 through 15 07/07/03 "Submitted under NOA No. 04-1202.01" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Date 11/06/02 11/07/02 11/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 04/15/04 12/10/04 Signature V. N. Tolat, P.E V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. nos M. Utfera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Nu -Vue Industries. Inc. • • ••• • • • ••.•; • • • •• • "• • • • • • • • • • ••• • • • • • ••• • • • • ••• •. • • .•• • 1 • •• • e•• ••• • • • • • • • • • • •• NOTICE OF ACCEPTANCE: E ENCt S� • • • • •' •.• • • • • • •• ••• •• EMATERIAL CERTIFICATIONS • • • • • • • • • • • • • •• • • • • • i•• •• • E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26 /03 signed and sealed by V. N. Tolat, P.E. " Submttted under NOA No. 04- 1202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted under NOA No. 04-1202.01" G. OTHER 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 e r' T98J.E —� NVRT Flat and Twisted Rafter Ties Length (1e) Product Code Gauge 12 NvRT -t2 14 16 NvRT -16 14 18 NVRT -f8 14 20 NVRT -20 14 22 NVRT -22 14 24 NvRT-24 14 30 NVRT-30 14 36 NVRT -38 14 48 NWT -48 14 16d Fasteners TOTAL 8 Maximum Uplift Load (Ibn) 400 Flat 11es 4 725 Twisted Ties 724 5 12 6 998 999 14 7 1138 1132 Notes: 1. Specify i for Fiat and "7" for Twisted when ordering. 2. Fastener values are based on a minbnum 1r" thick wood members. 3. • Indicates no. of nags In each connected wood member. 4. See General Notes, sheet 1. LENGTH Conned Connected to tnms to wog LENGTH UPLIFT TABLE NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length Product Code Gauge 12 NVRT -12 14 16 NWIT -18 14 18 NvRT -18 14 20 NVRT -20 14 22 NVRT - -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -35 14 48 NvRT -48 14 No. of 16d nails to Wood Framing No. of 4" diameter Tapcons to Concrete Maximum Uplift Load (Ibe) 4 6 722 5 7 859 6 8 991 7 9 1125 Notes:• 1. ITV tapo0ne shag be embedded a minimum of i4' Into concrete tlebeam or tiebeam farmed with concrete filled masonry. ITV tepoone Midi • not hare o min, edge distance of 21' and minimum spacing of 1' as shwa:. • UJ aled •• nVo NVRT An▪ c- hor chor Holes dia. 9i' 2. See General Notes, sheet 1. 3. Ail topeone must be In the some row space of or on centers. Do not use holes in the raw. Strap must be long enou to accommodate required tapoone. • 4-04 /101. Z ment required Tie Sewn formed with concrete fined masonry or concrete tie bean DWG NU -2 •••• • • ••• - •••••• • • • •• :. rIr • • teal • ••. • 000000 ••• Q , ••• ;"T •••• • • 00000 Nq�•• • i 00000000000 • • • • • • • • eeeeee •• ▪ • t+ 1059 East '&treat: florida•33O133 • • • (305) 694 -0397 Ax (305) 694-0398 Sheet 3 of 4 Date: F69, 13, 2003 Revisions: my 7 2003 June {9, 2009 Jon. 10, 2008 Judy 10, 2000 MIAMI -.. =r}E: Cdl1N Y BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Illinois Tool Works, Inc. / Buiidex Division 1349 West Bryn Mawr Avenue. Itasca, IL 60143 • • •• •• • • • • • • s • • • to • • • • • • • • •• • •s • • •• • •• • • ••• • • • • • • • ••• • • • • • • •s• • • • • • • • • • • • • ••• • • • • • • • • •• • s • i • • • • •• • lY�ltAM1 -DA?3E COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 100 MS1 i'LAUl ER STREET, SUITE 1603 • • • • • • • ] jA LORIDA 33130 -1563 • • ($(1s,) 3:5 -2901 FAX (305) 375 -2908 • • w i bititdinecodeonline.com • • • •• • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted. by the Board of auks and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by . the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below., The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right ;.o revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIP'T'ION: Tapcon Concrete Anchors with Advanced Threadform Technology APPROVAL DOCUMENT: Drawing No.06 -ITW -0001, Sheets 1 of 1, titled "Tapcon Concrete Anchors with Advance Threadform Technology" issued 06/21/06 with last revision on 04/02/07, prepared by Engineering Express signed and sealed by Frank L. Bennardo, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each Box shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Nfiami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA: shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1020:01 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0315.03 Expiration Date: August 31, 2011 Approval Date: June 14, 2007 Page 1 Illinois Tool works, Inc. / Buildex Division. •• •• •;• • • • • • • • • • • • • ••• • • • • • ••• • • • • • •• •• • • • • • • • • • ••• • • • • ••• ••• •" • • • • • • • • i'• • • • •• • • • • • • • • • • • • • • •• • • • • ••• • •• ••' NOTICE OF ACCEPTANCE: EVIDENCE PAGE •• :.:: :•••• A DRAWINGS: :: : ; •• '. 1. Drawings prepared by Engineering Express, titled ?Tapcon toriretc-Atiahvrs with Advanced Threadform Technology ", Drawing No. 06 -ITW -0001, issued on 06/21/06 with last revision on 04/02/07, sheet 1 of 1, signed and sealed by Frank L. Bennardo PE. B TEST: (submitted under NOA # 05- 1020.01) 1. Test report on Tension and Shear Resistance, Report No. 41131 werc for "Wercs Tapcon Concrete/Masonry Screw Anchors " per ASTM E 488 prepared by Cel Consulting on 04/29/05, signed and sealed by L. W. Mattis, PE 2. Test report on Tension and Shear Resistance, Report No. 4I131 were Supplement 6519 for Tapcon with Advanced Threadform Technology per ASTM E 488 prepared by Cel Consulting on 05/19/05, signed and sealed by L. W. Mattis PE. 3. Test report of corrosion resistance for fasteners, project No. ITW- 003- 02 -0I, 02, 03 & 04 for fasteners with Tapcon Plus, Silver Climaseal, Silver Ultrashield and White Ultrashield per ASTM G85 as noted on TAS 114(E) prepared by Cel Consulting on. 10/22/04 and 05/16/06 signed and sealed by C. L. Thomas PE. C CALCULATIONS: (submitted under NOA # 05- 1020.01) 1. Calculations of allowable loads for Tapcon with Advanced Threadfrom Technology, Project # 06 -ITW -0001, prepared by Engineering Express on 06/22/06 signed and sealed By Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. Building Code Compliance Office. E STATEMENTS: (submitted under NOA # 05- 1020.01) 1. Code compliance letter issued by Engineering Express on 06/23/06, signed by F. L. Bernardo, PE. 2. No financial interest letter issued by Engineering Express on 06/23/06 and signed F. L. Bennardo PE and notarized by D. N. Stuart on 06/23/06. O'1'11ERS: 1. Tension and Shear Resistance Test per ASTM E 488, prepared by C.E.L Consulting, Report No. 71B153, signed and sealed by Lee W. Mattis, PE. 2. Corrosion Resistance Test per ASTM G 85 as noted in TAS 114(E), prepared by PRI Construction Materials Technologies, Report No. PRI06241, signed and sealed by Charles L. Thomas, P.E. 3. Calculations Addendum on new Stainless Steel Anchors, prepared by Engineering Express, signed and sealed -by Frank L. Bennardo, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0315.03 Expiration Date: August 31,2011 Approval Date: June 14, 2007 1 F ,esolaum. 1,140449141041.0 PT's ' OX TAPCON® with ADVANCED THREADFORM TECHNOLOGYTM CONCRETE & MASONRY ANCHOR GENERAL NOTES: 1. THIS PRODUCT HAS BEEN 0050000 &TESTED IN ACCORDANCE WITH THE 2004 FLORIDA VELOCITY HURRFCANE ZONE) AND FOU OWI 57 1 • 65TN 6486, A51N C 85 &TAS 114. 2. ANCHORS REPRESENTED IN TABLES 1.4 ARE MANUFACTURED FROM HEAT - TREATED STEEP: WITH AN ALTERNATING HIGH -10W ADVANCED THREADFORM TECHNOLOGY AND SHALL HAVE CORROSION - RESISTANT COATINGS AS DESCRIBED BH.OW: • SILVER & WHITE ULTRASHRSD • BLUE & SILVER CLEMASEAL 3. ANCHORS REPRESENTED 1N TABLES ARE OF 410 STAINLESS S'TEffi. ALLOT WITH AN ALTERNATING HIGH-LOW ADVANCED 714506050574 PORM TECHNOLOGY AND SHALL HAVE ACLI4ASHIESD CORROSIONAESISTANT COMING. 4. ANCHOR INSTALLATION 8561.L SE MADE IN ACCORDANCE WITT4 MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND TIES NOTICE OP ACCEPTANCE. 5. CONCRETE SHAD. CONFORM TO 60 309 SPECIFICATIONS, WITH STRENGTH PROPERTIES AS 5PE0FI23 HEREIN. HOLLOW AND CLOUT- PILLED CRETE BLOCK SHALL CONFORM TO A5TN C-90. 6. PILOT HOLES FOR ALL INSTALLATIONS SHALT. HAVE DEPTH 1/4" LONGER THAN INDICATED 65850MENT DEPTH ANO DIAMETER AS FOLLOWS: • 3/86 61412010R51 0.173°0 4 lie ANCH0582 0.204'0 7. REFERENCE CB. CONSULTING TEST REPORT #4I135we e FRTEST REPORT 64I1312430S1PPU N76519 & TEST' REPORT' #718153 (01/3 AS WELL. AS ASPNAI. TECHNOLOGIES INC. TEST REPORTS #DIN- 002 -02-01 : EI1W'003.0'2-0 0/ #1186- 003 -02 -03 . & AIJW- 003.02 ��), AND 751 MATERIALS �, INC TEST REPORT #ITW- 004.02 -01. (11/142006). HEAD STYLE OPTIONS SLOTTED HEX PHILLIPS WASHER MAD FLAT HEAD PHILLIPS PAN HEAD HER HEAD MARIONGS MAX3.5ET HEX SCOTS 5TATNLES5 STEEL. PHELPS HEAD WASHER HEAD HEAD WITH WASHER MARKINGS 45 HEAD t EMBEDMENT MM HEIGHT VARIES f -TREAD LENGTH 11`ti?NAININsNAM- 0.250' (1/4 ") OR 0.205" (3/161 ADVANCED THREADFORa1 TECHNOLOGY TAPCON WITH ADVANCED ( 1 THREADFORM TECHNOLOGY 1 1:1 SCALE SIDE VIEW 1a TENSION CAPACITIES BASED ON EMBEDMENT 8 EDGE DISTANCE run 6404,...0 e.,..0..r. 2.00073E CONC 4,000 PSI CONC 5,000 701 COW ANCHOR 01AN EMBED EDGE DIST 11/8' 1286 1' 12819 1416 1416 21/4' 1 17/8' 1846 1886 2106 3/18' 1 L/r 1' 2436 2796 3186 17/8' 2786 2796 3376 1 u8" 2046 946 13/,1• 1 3386 3E8 3971 L 17/87 5706 4016 42319 11/2' 1. 1 u4• 174 6 1946 23719 446 20 1. 21/7 1886 1996 2376 3696 11/2• 11/4' 3136 4486 l 0196 2 u2" 3486 4846 5496 3886 1314' 11/4' 4886 5436 6436 21/Y' 9096 6946 I 7076 3036 3486 SHEAR CAPACITIES BASED ON MOMENTA EDGE 0,01'ANCE 1.1.11.4 slRf.i MR./.V,.O 2.000 PSI ` 4,000 PSI 0020 5,000 P61 1»Nc ANCHOR ! DIAN ! 014880 EDGE DST TENSION 11/8' 1286 15903 1806 L" 1 21/4' 1816 1810 2440 3/18' 11/2' ■ 1 u8' 18e6 1886 18813 2 2160, 3286 22819 44303 1 3/4• 1 u8" 2046 946 9419 21/4' 31891 25103 2506 003 BLOCK 11/2' 111020 3106 3106 446 20 1. 87 .2376 34020 3696 1/4' 11/2' 1212" 2326 3806 4106 3" 3886 4176 4176 4' 3436 100 0006 11./2" 3036 3486 9019 1 3° 42120 49719 906 TENSION & SHEAR CAPACITIES BASED ON E810ED6RSIT8 SPACING 2"..n r.w.o .,r..w.,...v- 3 TENSION & SHEAR CAPACITIES 2,000 PSI C061CRere ANCHOR : 01API i EMBED SPACING TENSION F! SHEAR 7 EDGE DUST L" I1/r 21010 ! 0.81 '30703 160 3' 2716 ! 1.9 35219 160 2' 56 03 13910 14710 3/18' 1I/3' I1/2' 44303 6,83 3686 491 3' 83020 ; 160 38370 1.05 003 BLOCK 314• 1 1/2` 8410 0.80 446 20 094 3' 8536 i 1.60 4746 160 12803 .1 1' 2' 2816 ! 0.78 4476 0.80 4' 3436 100 0006 1.00 2903 0 114' 11./Y r 53303 i 0.72 8102E6 4.09 'PAIRS OF ANCHORS' 7406 i LEO 70.96 j 1.00 N ® 3000751 1 MEDIUM f• CONCRETE CMU 13/4' r 01103 9.92 111/40 0.30 4' 6866 1.65 11446 1.00 150 87 03 6 • WEN TO DETAIL UNDERTAKE 4 FOR DEPICTION OFANCH ..f SPACING 6 EDGE DISTANCE REQUIREMENTS FOR PAIRS OP ANCHORS Av agar oelb 07'-0 1YO .rCY�'�s, `..r 4,6102 46449 MAR00. P.E. 07 U 0 CO -1 O = 0 F"' O = U Z Q -.1 LL1 3 TENSION & SHEAR CAPACITIES BASED ON EMBEDMENT 8 EDGE DISTANCE SINGLE ANCHORS LEGHT•WEIGNT CPW 131004 NEDRA- WEIGHT CMU BLOC( ANQ10R DIAN ENSED EDGE DUST TENSION ' SHEAR TENSION SHEAR 7118• 3• 546 ; 10403 9803 1080, 1• i 4' '6803 1046 / / ;', 18313 E/4• 2' 56 03 13910 14710 203 6 1 4' 7019 18803 / //// 2,0 03 4 TENSION & SHEAR CAPACITIES BASED ON eMB107.MENT 0 SPACING FOR EDGE x157 PER PAIRS OF ANCHORS' UGSr•WOGMT TABLE 1.3 OR 5 ANCHOR 003 BLOCK 0166 EMBED SPACING TENSION SHEAR 1 1/2' 12803 2526 3/16' 1' 3' 1286 28220 2' 2' 296 2903 0 1• 4' • 1701 I 2806 • REFER TO DETAIL AT MAT FOR DEPICTION SPACING PER OF ANCHOR SPACING 6 EDGE DISTANCE TABLE 2 054 REQUIREMENTS FOR PAIRS OF ANCHORS Foss DIST a SPACING: 'PAIRS OF ANCHORS' TENSION & SHEAR CAPACITIES ;f BATED ON EMBEDMENT 8 EDGE DISTANCE • • N ® 3000751 1 MEDIUM f• CONCRETE CMU • • • • • • • I STAINLES STEEL ANCH ANCHOR DIAN EDGE EMBED DIST TENSION SHEAR TENSION AMA. 726 I 6 6' 1' I' 18429 150 87 03 6 nub ■ 87 6 **,S - 1' 1 1' 1871 12803 8803 i 2 1/3' 2mro 3076 1 9803 18803 344 6 ' 214 m 0/ /! / / /,r `: - 4736 92870 14r 1,4"" 473, • REFER TO DETAIL UNDER TABLE 4 705 DEPICTION OF EDGE DISTANCE REQUIREMENTS • • • • • • CAPACITY TABLE NOTES �$a F 5 T •••11" • +� • •S10• • • • •• • • • • • • • 1. ALLOOWABLE DESIGN CAPACITIES SHOWN 2NT ES A804EHAVE BEEN USV'GASAFEIY •• r. DLS7AN4F5,RI 64R 65 SPAdNG Heim: SHAU.tS 00.1 g7GEisL!Bt `� • j p 3. MbipRSSFWI .LEIVSTAUPDAMINIMI42712 D1ANET9SC41 CENTER FOR 102%APKHOtC6PAt11T13 • i R``®INTOrTASSIT &aP7OYIDFbTHAT 1010 ®e - my -0001 CA 4. LNEARINTISVf. NATXXNMAYSEMIDF fXREDGEDISANCEANDSPA WGBETWEENMEDIUMAND 006(81 01 MOM DISTANCS IMAMS. 5. int LESSER OF epee DISTAMEANO SPACING MINS MINIMUM ATWHl01ANC HIRSMAYSEINSTALLED EMILBEscrt MEN1 8. 'REDUCTION FACTOR' IN TAME 21571E MUM= 7ALTC0TOSAPKTEDTOALWANLBL4AOSFOR MVP A SOIL BE MAMMON TO THE R VINALLC1WAELELOAOLWANY) 7. HOLLOW CONCRETE MASONRT 4I4mT,(CMU) SHALL CONFORMIOASTM 09SPEQFTCA12G4SANDS-Pa HAVE DES49TIESA5 6EFI'IE DBILLOW: • 'TIGHT V EEQEE'CHI• OBESITY › 95 PCP ONES SONSwHICI4 90T#CCEPTABI.E Fos : . • • • •••••• 11044 • • ••• EEEI ••• • ••• • 1010• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 157984 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132050150090 Buildin Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed / ../ , Inspector Comments to Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 Miami Shores Vniage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK UST /frilding permit card. VAurveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended ' a. V A setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. %✓ Certificate of Elevation — (Sealed by,surveyor). Expiration date required on the f Certificate of Insulation. k-7 T ipertificate of Soil Treatment (Final treatment- original)1 enq i vtt r CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment nZ for the prevention of subterranean termites. Treatment is in accordance with the rules and /lawn as established by the Florida Department of Agriculture and Consumer Services." Vd Health Department Approval Letter (On septic or private water). /)lote: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) ) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) )jackflow preventor certificate (Required on commercial projects only) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 REV (2/18/20101 (\q\reor616,1 t1141 iirTf INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 INSPECTION REQUESTS: (305)762-4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR fHE FOLLMING BUSINESS DAY. POST ON SITE Per it NO. RC-2-09-216 nit Typa Residentia l Construction Lyme Date: 612512009 -••• ..; „ , Residentiai C nstruction Owner's Name: BRIAN & STACEY LEVY Job Address: 1k5_1_9aategtEf__.__ MianciSbnras—S, 1 Bond Number 1865 --MISTMENFAZIEMERVE, MIMErEff 1eS8iriatiOn: M 10111 Expires: 12/22/2009 Parcel #:1132050150090 Owner's Phone: Total Square Feet: 942 Total Job Valuation: $ 168,000.00 ,I,Ammiiramagatumnsn s''T!:'VZE4-"ZIEVt.r.faa5V"'"MMMWA IS ALLOWED MONDAY THROUGH SATURDAY, - 6:00PM. NO WORK IS ALLOWED ON Y OR HOLIDAYS. Contractor INTERNATIONAL CONSTRUCTION 4 (305)300-1258 Phone Prima r'ontractor Yes -45101014:11.a. 17:131,3_ MI,.=1.6112 WORK 7:30A SUND BUILD! THRO DONE INSPE G INSPECTIONS ARE DONE MONDAY GH THURSDAY. ROOFING INSPECTIONS ARE ONDAY THROUGH FRIDAY. NO BUILDING TIONS DONE ON FRIDAY. 7'4L ire A le-rall);'‘)6r- )1:717 #41,14;r;--0-0 • r j NO INSPECTION WILL BE MADE UNLESS THE PEP.R.01IT CARD iS DISPLAYED AND HAS BEEN APP THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXP THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE RE ARNING TO OWNER: YOUR FALLIRE TO COMMENCEMENT MAY RESULT IN YOUR PAYING TO YOUR PROPERTY. A NOTICE OF COMMENCEM AND POSTED ON THE JOE SITE BEFORE THE FI INTEND TO OBTAIN FINANCING, CONISULT WITH ATTORNEY IEFORE COMMENCING WORK OR REC COMMENCEMENT. OVED. PLANS ARE READLY AVAILABLE. IT IS SED FOR INSPECTION PURPOSES. NEITHER VAL OR REPLACEMENT OF ANY MATERIAL ECORD A NOTICE OF ICE FOR IMPROVEMENTS NT MUST BE RECORDED ST INSPECTION. IF YOU YOUR LENDER OR AN RDING YOUR NOTICE OF I '5) 4.94r INSPECTIQN RECORD STRUCTURAL INSPECTION Foundation Stemwall Slab INSPECTION DATE Zoning Final ZONING COMMENTS Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss /Rafters Roof Sheathin Bucks A( 0 7�/ Windows /Doors i4y1 Interior /' Framing L fjz/D /0 Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway d r /4 le Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com.liance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL C�Q MMENTS OLitia ICJ 10;4,0* E✓ at) /AU-or ELECT 1CAL INSPECTION Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding_ Pool Wet Niche Underground Footer Ground PLUMBING j1.1.9:7 *I tall= DATE mak i% �1 M3 AItr/_I Lo. Out , f,% 1/ .fi %� �.ifill linMEMSVAIRICIONINVAI ______&E Mr 1§=101-4Mialtarfifir MI W i.,1 L ✓/� Mr Rough Roof Dr «�rre. ;r ',, Ceiling Ro „± r�i, '�;1,rf� Rough Telephone Rou Tele. hone Final TV Rou TV Final Cable Rough Cable Final Main Drain Pool Pi in Backflow Preventor Interce.tor Catch Basins Condensate Drains HRS Final .. FINAL h 2F %1.1: _e •h 117494 is� l AMjam! - PLUMBING COMMENTS Intercom Rough Intercom Final Alarm Rou sh:% Alarm Final %`,;(a Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL INSPECTION M ECHAN- Underground Pipe Ventilation Rough Hood Rough ssure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum ID MECHANICAL COMMENTS 1‘ 7 e-it 1 - /)/1-e- /tt-A4 a �-- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 157985 . Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Dacquisto, David Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC 1g5le //‘*/ Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments THIS use BE 014 JOB AT TIME OF IN$PEC TIQt4 For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 m C I ' I I ' I C/D CID my 0.0' LL 0 Lo (NI 63" io 0 c SKETCH of SURVEY /1' 1 111.7' T 2. CON 90, /0* 1.0' 24.7' 146.80'R &FM x x C.L x x x F TYP. PL CONC.� air 65.9 24.35' JIr FIP N a PIP OAK 0 =t2' almme MIN .4221 r2•1311 rp'• 5'SDWK S =±40' Malin 13.55' M RES. # 1051 1- STY.CBS F.F.E. =10.5' 58.4' 13.05' 4.4' 4.1 9.5 o N cu 162.72 R EMI AIM VIM =l AIM OAK 0=t4' H =±60' S=±100' 4 20 O�� AT.s o, T =9.1 ,5gp� 6,L43". 59 3. w 0 0' 14.8' cc. 10 ixs 10.9' x —tee 162.54'FM N k 00 11' GRA C/L NE 93rd STREET 16.5' ASPHALT PAVEMENT Miami Shores Village APPROVED DV DATE ZONING DEPT R,LDG DEPT ;Ufl.JI CI 10 (;OI,IPI IANCF WITH AI _L FFfFRAL ;TA 11 AHD CPI I ^I 1 `( I 1)1 FS AND ITFY',UI Al IONS N tri 0) u, CC CD 25' 1— w CL CL 7+1 25' l>4 NOTES: 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' I- LE.I NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. J 0_ Lei 0 U) D 0 FOR: LEVY BRAYAN JOB No. 0627071 ADDRESS: 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DATE: 06 -27 -2007 LEGAL DESCRIPTION LOTS 16,17 AND EAST 40.00 FEET OF LOT 15 IN BLOCK 2 OF "BEL 4DRE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REVISIONS: UP -DATE AND SEPTIC TANK LOCATION 06 -11 -2008 CORRECTED FLOOD ZONE AND BASE FLOOD ELEVATION 03 -02 -2009 UP -DATE SURVEY 11 -17 -2009 FINAL SURVEY: 01 -12 -2011 LOCATION MAP (NTS) NE 94th STREET NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK= SIDEWALK, CLF =CHAIN LINK FENCE, PL= PROPERTY UNE, N/D =NAIL & DISC, IP =IRON PIPE, F= FOUND, STY = STORY, A /C=A1R CONDITIONING UNIT, PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, W/F =WOOD FENCE, RES=RESIDENCE, IR =IRON ROD, CONC=CONCRt 1 t, R/W =RIGHT -OF WAY, C /L= CENTER UNE, (TYP)= TYPICAL, (FM) =FIELD MEASURED, (C)= CALCULATED, (R)= RECORD, C/N= CUTNAIL, R/N =ROUND NAIL, N/TT =NAIL & TIN TAB, S=SET, FFE= FINISH FLOOR ELEVATION, O/S =OFF SET, P/P =POWER POLE, L/P =LIGHT POLE, W/M =WATER METER, C/B =CATCH BASIN, PB =PLAT BOOK, PG: PAGE. NTS =NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PCC=POINT OF COMPOUND CURVE, POC =POINT OF COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING, BLDG=BUILDING, EASM'T= EASEMENT, UT EASM'T= UTIUTY EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C /F= CONCRETE FENCE, HYD= HYDRANT, 0 6= DIAMLILR, H= HEIGHT, S =SPREAD WV =WATER VALVE. w z J 50'R /W BY PLAT SURVEYOR'S NOTES: 1) FEMA NFIP FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CUENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBLIC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED 7) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 7575 W. FLAGLER STREET, SUITE 207 MIAMI, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / L84515 FLOOD INFORMATION COMMUNITY: 120652 PANEL 12025C0093 SUFFIX: J FLOOD ZONE: AE -8 BASE FLOOD ELEV: 8.00' DATE OF FIRM: 07 -17 -95 Registered Land =, or No.5133 STATE 0 FLORIDA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 'Inspection Number: INSP - 157985 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Dacquisto, David Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 FIP, 0.0' LL 0.3' sKErCii or sugv 1 11.7' 2.1 ;t N aaal RP 1.0' 146.80'R &FM x x x C.L.F. nP. SCA ( 1"=.39; 1:1 , 4 2017 _ GONC. 24.35' 24.7' 5'SDWK OAK 0=f2' S=f40' W/M 13.55' POOL EL RES. # 1051 1- STY.CBS F.F.E. =10.5' . 4.4' 9.5 4.1 N 162.72'R -. 58.4 13.05' OAK 4=t4' H=f60' S=±100' us to 10.9' 5 x ,.4"41:1 T= 9.1;'-. 3.7' 145 I; as in 'CONC op ca w cn 14.8' '' * 4.11 162.54'FM f-- 11' GRA C/L NE 93rd STREET co N M 16.5' ASPHALT PAVEMENT Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT r120 Irr‘ SUBJECT TO COMP' IANCE WITH ALL FEDERAL STATE AND COl1N FY Rl1LES AND REGULATIONS NOTES: 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' FEET NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. ■ M 25' PHALT PAVEMENT w J 0 50'R /W BY PLAT FOR: LEVY BRAYAN JOB No.: 0627071 ADDRESS: 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DATE: 06 -27 -2007 LEGAL DESCRIPTION: LOTS 16,17 AND EAST 40.00 FEET OF LOT 15 IN BLOCK 2 OF "BELMDRE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REVISIONS; UP -DATE AND SEPTIC TANK LOCATION 06 -11 -2008 CORRECTED FLOOD ZONE AND BASE FLOOD ELEVATION 03 -02 -2009 UP -DATE SURVEY 11 -17 -2009 FINAL SURVEY: 01 -12 -2011 LOCATION MAP (NTS) NE 94th STREET NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK = SIDEWALK, CLF =CHAIN UNK FENCE, PL= PROPERTY UNE, N/D =NAIL & DISC, IP =IRON PIPE, F= FOUND, STY = STORY, A /C=AIR CONDITIONING UNIT, PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, W/F =WOOD FENCE, RES= RESIDENCE, IR =IRON ROD, CONC = CONCRETE, R /W=RIGHT -OF -WAY, C /L= CENTER UNE, (TYP)= TYPICAL. (FM) =FIELD MEASURED, (C)= CALCULATED, (R)= RECORD, C /N= CUTNAIL, R/N =ROUND NAIL, N/Tr= =NAIL & TIN TAB, S=SET, H-L= FINISH FLOOR ELEVATION, O/S =OFF SET, P/P =POWER POLE, L/P=UGHT POLE, W/M =WATER METER, C/B =CATCH BASIN, PB =PLAT BOOK, PG. =PAGE, NTS =NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PCC =POINT OF COMPOUND CURVE, POC =POINT OF COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING, BLDG = BUILDING, EASM'T = EASEMENT, UT EASM'T= UTIUTY EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C /F= CONCRETE FENCE, HYD= HYDRANT, 0= DIAMETER, H= HEIGHT, S= SPREAD WV =WATER VALVE. SURVEYOR'S NOTES: 1) FEMA NFIP FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CUENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBLIC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED 7) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 7575 W. FLAGLER STREET, SUITE 207 NIIAMI, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / LB4515 FLOOD INFORMATION COMMUNITY: 120652 PANEL 12025C0093 SUFFIX: J FLOOD ZONE: AE -8 BASE FLOOD FI FV:8.00' DATE OF FIRM: 07 -17 -95 .. Q y'� o . SAI�A® Registered Land Sitrveifirr No.5133 STATE = Oil FLORIDA J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 157988 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC pl—i% - -�+ j�-.- - Passe'/% - 5 - - 7 ( Inspector Comments ' I it // Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 OnsFiq APR 0 5 2011 g BY: CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Puit hsser's Name and Address: Stacy Levy 1051 NE 93 Street Miami Shores, Florida 33138: Treatment Site: 1051 NE 93 Street, Miami Shores, FL 33138 Project: Residence Rear Addition Chemical: Cypamethrin Square Footage: 1200 Number of structures treated: 3 Areas Date of Completion: 04/06/2011 Pemiit: N/A Product Prevail FT ® .25% Number of Gallon.s: 120 Lot N/A Block: N/A Applicator. Breck Bishop Date & Time 04/06/2311, 0300PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed. -upon final grade. Guarantee None X Year 5 Yeats LICENSE NO..1/3 1752 ACC /PEST CONTROL, INC BY: President to Renewal Yes No X. 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-85811 14100-74945U e FAX 954-5114-6117 License # JD 1752 Certificate of Compliance for Termite Protection (as recluired by Florida Bulb:ring Code (F13C) 1816.1.7) Stacy Leery (954) 9141052 1051 NE 93 Street, Miami Shore*, Florida 33138 Residence Rear Addition Permit # 1�IiA Method of Termite Treatment Prevention Treatment- ais i ban wood treatment, bait system, Mher (dam) The buildbrg has rec?eiv a con fete treatment for the prevention of subterranean termites. Treat is in accordance with rules and laves estanlished by the Florida .Department of Agriculture and Cons „w, Services 300.5. STATE ROAD 7 s PLANTATION, FLORIDA 33317 * 9544844538 y 1400-7494383 o FAX 954-384-6117 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 157987 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Bel/ei, Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 Jose R.DE VIVERO 0 r o h Y tea t Planner Fla R. No. 5126 To whom it may concern. RE: Addition to residence in City of Miami Shores, Fl 1051 NE 93 Street for Brian and Stacey Levy PERMIT # To the best of my knowledge the wall insulation installed in this addition has a value of R5 and R30 at roof as specified, and as per the 2004 FBC requirements. • Ar itect Fl License AR 5128 e +ivero February 2, 2011 5845 n Kendall dr., Miami, Fl 53156 tel. 305 -662 8016 - 305 -662 3446 fax. Jdevebellsauth.net Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 106431 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition Phone Number Parcel Number 1132050150090 Buildinct Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed Inspector Comments %l Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 nr,E7 TESTING 6 ENGINEERING SERVICES. INC FIELD DENSITY TEST REPORT Client: International Const. Assoc. 18800 NE 29 Avenue Aventura, Florida 33180 Date: October 15, 2009 Job: D- 091037 Project Name: Addition to Residence Project Location 1051 NE 93 Street, Miami Shores, Florida PROCTOR DATA 8797 Tan Sand 102.2 11.6 impaction ( %) 95 Nest 8 1 8797 FIELD DENSITY TEST RESULTS North Side of West Addition- Building Slab Final 101.2 11.6 99.0 Pass 2 8797 Center Side of West Addition - Building Slab Final 100.9 11.9 98.7 Pass 3 8797 Southeast Side of West Addition- Building Slab Final 102.1 11.0 99.9 Pass Comments: Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 SW 131st Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST May 6, 2010 MR. GEORGE RHODEN Proposed East Driveway @ 1051 NE 93rd Street, Miami Shores, FL Mr. George Rhoden ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION: Gray sand w /rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 3 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 5.1 8.4 12.1 107.9 111.1 106.7 Optimum Moisture 10.0 Percent 100% Maximum Dry Density 111.8 lbs. /cu.ft. % Passing 3/4" Sieve 91.5 Percent Sampled By: JA Tested By: JA Checked By: JA As a mutual protection to clients. the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements. conclusions or extracts from or regarding our reports is reserved pending our written approval. 113 111 109 107 105 103 6 8 10 12 14 % MOISTURE Respectively submitted, DYNAT" CH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S T Y DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS May 6, 2010 MR. GEORGE RHODEN Proposed East Driveway @ 1051 NE 93rd Street, Miami Shores, FL Mr. George Rhoden Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. Location: Test No. Location: Description of Material: North side of driveway pad underslab Center of driveway pad underslab South side of driveway pad underslab Gray sand w /rock fragments TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 110.8 111.5 111.3 MOISTURE CONTENT % 5.4 6.0 5.7 MAX. DENSITY IN THE FIELD % 99.1 99.7 99.5 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 111.8 111.8 111.8 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully submitted, Tested By: JA �. Checked By: JA issa aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines fhe degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property ofclients. and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. DYNATECH DATE: CLIENT: PROJECT: ADDRESS: PROCTOR COMPACTION TEST March 4, 2010 MR. JORGE RHODEN Addition @ CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 1051 North East 93rd Street, Miami Shores, FL Mr. Jorge Rhoden MATERIAL DESCRIPTION: Light gray sand w /small rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction 101b. Hammer and an 18" % MOISTURE 3.9 7.0 12.2 test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a drop AASHTO designation T- 180 -C. DRY DENSITY 103.0 106.6 103.8 Optimum Moisture 8.8 Percent 100% Maximum Dry Density 107.6 lbs. /cu.ft. % Passing 3/4" Sieve 94.7 Percent Sampled By: JA Tested By: JA Checked By: JA As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 109 107 105 103 101 99 4 6 8 10 12 % MOISTURE Resubmitted, t.t'r-1�.. issam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 14 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 4, 2010 CLIENT: MR. JORGE RHODEN PROJECT: Addition @ ADDRESS: 1051 North East 93rd Street, Miami Shores, FL CONTRACTOR: Mr. Jorge Rhoden Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. Location: Test No. Location: Description of Material: West side of footer Center of footer East side of footer Light gray sand w /small rock fragments TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 105.9 107.3 106.7 MOISTURE CONTENT % 9.1 8.4 8.6 MAX. DENSITY IN THE FIELD % 98.4 99.7 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 107.6 107.6 107.6 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully submitted, Tested By: JA Checked By: JA Wissanv(aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soilbearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST May 6, 2010 MR. GEORGE RHODEN ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Proposed East Driveway @ 1051 NE 93rd Street, Miami Shores, FL Mr. George Rhoden MATERIAL DESCRIPTION: Gray sand w /rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 3 The following compaction 10 lb. Hammer and an 18" % MOISTURE 5.1 8.4 12.1 test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a drop AASHTO designation T- 180 -C. DRY DENSITY 107.9 111.1 106.7 Optimum Moisture 10.0 Percent 100% Maximum Dry Density 111.8 lbs. /cu.ft. % Passing 3/4" Sieve 91.5 Percent Sampled By: JA Tested By: JA Checked By: JA As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements. conclusions or extracts from or regarding our reports is reserved pending our written approval. 113 111 109 107 105 103 4 6 8 10 12 14 % MOISTURE Respectively submitted, DYNAT CH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S T Y , DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: May 6, 2010 CLIENT: MR. GEORGE RHODEN PROJECT: Proposed East Driveway @ ADDRESS: 1051 NE 93rd Street, Miami Shores, FL CONTRACTOR: Mr. George Rhoden Test No. 1 Location: North side of driveway pad underslab Test No. 2 Location: Center of driveway pad underslab Test No. 3 Location: South side of driveway pad underslab Test No. Location: Test No. Location: Description of Material: Gray sand w /rock fragments TEST NO. 1 2 3 DEPTH 12" 12" _ 12" FIELD DENSITY 110.8 111.5 111.3 MOISTURE CONTENT % 5.4 6.0 5.7 MAX. DENSITY IN THE FIELD % 99.1 99.7 99.5 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% - 100% MAXIMUM DENSITY (LAB) 111.8 111.8 111.8 OPTIMUM MOISTURE ( %) P P P P e Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA Respectfully submitted, atxlaamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS a\armi> 1ii DYNATECH ENGINEERING CORP. LABORAT RY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS BY:v 11 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CLIENT : MR. GEORGE RHODEN ADDRESS : 6930 Lee Street, Hollywood, FL 33024 PROJECT : Addition @ LOCATION : 1051 NE 93' Street, Miami -Dade County, FL. CONTRACTOR : Mr. George Rhoden CONCRETE SUPPLIED BY: N/A CYLINDER SET NUMBER: 1 DESIGN DATA Specified Strength: 3000 P. S. I. In 28 Days -Slump N/A Inches -Air Content Percent Mix Type: Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications: ASTM X ACI Other Transit Mix Pump Mix X Other: ED:LD AND LAB DATA Location of Pour: WALKWAY Concrete Truck No. N/A Ticket No. N/A Weather Condition clear Air Temp 73° F Concrete Temp N/A F Time Concrete was Sampled N/A Time Concretewas Batched N/A Size of Load N/A c. y. Slump N/A in. Air Content % Water added Gal. Authorized by: Field Test end Field Data by D. E. C. Appearance of Cylinder Test: Good. Cylinder were made, cured according to ASTM C -31 Cylinder tested according to ASTM C -30 Yes X No Unknown Yes X No Wet P.C.F. Cylinder I. D # Date Molded Date Tested Age Days Total Load Test LDS Strength PSI Type of Fracture Specimen Size 9401 9402 9403. 9405 3 -17 -11 3 -24 -11 3 -24 -11 4 -14 -11 4 -14 -11 7 7 28 28 48,000 48,500 3819 3858 3 3 4x8 4x8 Sampled By: Client Tested By: JA Checked By: JA 1 `0111111, � espectfulty Submitted, ��; 39 tea`„- : No• ; � v:. , , e aamani, P. E. .� A'1'ECH ENGINEERING, CORP. 9TH °F I?a''.da Reg. No 39584 ''SSIONh►�-�d���� 750 West 84 Street, Hialeah, FL yit114 3618 o Phone: (305) 828 -7499. Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net Printed on Recycled Pape: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 157986 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 05, 2011 Page 1 of 1 DIVISION OF Environmental Health Florida Department of Health Miami -Dade County Health Department OSTDS /Well Division 11805 S % 26 St: • Miami, FL 33175 Address "i6-31 hi Comments: DIVISION OF Environmental Health Florida Department of Health Miami -Dade County Health Department OSTDS /Well Division 11805 SW 26 St: • Miami, FL 33175 LO • • �o Date 4 J 51i OSTDS �3 — C_ s,M 3 c 7 9s 601. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 106451 Permit Number: RC -2 -09 -216 Inspection Date: April 05, 2011 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passe Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762-4949 April 05, 2011 Page 1 of 1 hiuLTI SPAN TFIICTLIRAW ENGI NEE F:1N<: CONSULTING' - 1113 PEC: TION a NEFALr_ NTF; K: TO R.: CC: 1E1 1561 MASONRY WALL SYSTEM Building Official Miami Shores Village Building Depatment 10050 NE 2nd Avenue Miami Shores, FL 33138 RE: Addition to Residence 1051 NE 93 Street Miami Shores, Florida Permit Number: RC 09 -216 Dear Sirs, November 20, 2009 As per your request and authorization, a representative of Multi Span Structural Engineering, Corp. has inspected the Addition Residence at the above referenced property. It is our professional opinion that Engineer Unit Masonry System including but not limited to: concrete footing reinforcing, concrete columns reinforcing, filled cells reinforcing, concrete beams and tie beams reinforcing, concrete pour, mortar, steel connection ect. have found it to be in compliance with the approve plans and the FBC. Multi Span Structural Engineering, Corp. appreciates the opportunity of assisting you in this project. If you any question or if we may be of further assistance, please call us at (305) 305 5631. Respectfully Submitted Multi Span Structural Engineering, Corp. Vicente Franco Professional Engineer No. 62531 State of Florida 70776 NW 84 LN 45 DORAL FLORIDA 33178 PH: 305 -305 56 31 FAX: 305 - 885 20 10 MUL 77 -SPAN STRUCTURAL plaINEFIZIN6 Corp. CONSULTZN6 - INSPECrZON Vicente Franco P.F. Lic. # 62531 State of Florida Report # 001: August 4, 2009 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: August 4, 2009 (5 pm) Weather Conditions: Good Temperature: 90 Precipitation: None STRUCTURAL INSPECTION: Wall Footing Reinforcing and Isolate Footing Reinforcing: The bottom bars in the Walls Footing (short and long bars) are correct. The top and bottom bars in the Isolate Footing are correct. The dowel bars in Conc. Tie Col. are correct. The dowel bars in fill cell (masonry) are correct. APPROVED, Note: Inspections according to dwg S -1. Inspector's Signature: Ric • s ' erez Date: August 4, 2009 JOSE R. PE VI O r o h teat Banner Fla Reg. No. 5128 MLILTI --SPAN .57RUCTUOILEAMINEEMSam CONSVITJNO - INSPECMON Report # 004: March 18, 2010 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence (Bedroom # 2) 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: March, 18 2010 (1:30 pm) Weather Conditions: Good Temperature: 89 Precipitation: None STRUCTURAL INSPECTION: Masonry reinforcing, Conc. Tie Col. reinforcing and Tie Beam reinforcing. The verticals bars and splice in the 8" CMU Bearing Wall (fill cells) are correct. The verticals hats, closed tie bar and splice in the conc. Tie Col. are correct. The horizontal bars and closed tie bars in conc. Tie Beam are correct. APPROVED Note: Inspections : «• tiling to dwg S-1 and S-2 Inspector's Signa 'i' cardo Perez Date: March 18, 5845 n Kendall dr., Miami, Fl 55156 tel. 505 -662 8018 — 305 -662 50146 fax. jdevebellsouth.net MULTI- -SPAN STRUCTURAL ENGINEERING Corp. CONSt 7ZN6 - I1V5PECTI'ON Vicente Franco P.E. Lic. # 62531 State of Florida Report # 002: September 12, 2009 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: September, 12 2009 (10:30 am) Weather Conditions: Good Temperature: 90 Precipitation: None STRUCTURAL INSPECTION: Masonry Reinforcing and Conc. Tie Col. Reinforcing: The verticals bars and splice in the 8" CMU Bearing Wall (fill cells) are correct. The verticals bars and splice in the conc. Tie Col. are correct. APPROVED Note: Inspections according to dwg S -1 Inspector's Signature: Rie tdo Perez Date: September 12, 2009 MULTI-SPAN STRUCTURAL ENGZNEERZN6 Corp. CONSULTING - INSPECTION Vicente Franco P.E. Lic. # 62531 State of Florida Report # 003: September 25, 2009 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: September, 25 2009 (10:30 am) Weather Conditions: Good Temperature: 89 Precipitation: None STRUCTURAL INSPECTION: Conc. Roof Tie Beam Reinforcing and Conc. Roof Beam Reinforcing: The horizontal bars, closed tie bars, adds horizontal bars in conc. drop over opens and splice bars in the Conc. Roof Tie Beam and Conc. Roof Beam are correct. APPROVED Note: Inspections according to dwg S -2 and S -3 Inspector's Signature: Ri Date: September 25, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158664 Permit Number: RC -2 -09 -216 Scheduled Inspection Date: September 30, 2011 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-106454. P_ LEASE MAKE IT AFTER 12 Trellis areas not complete. NB September 29, 2011 For Inspections please call: (305)762 -4949 Page 3 of 11 �.• j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 116123 0E640- - 0 -oc1- 4 3� Permit Number: MC -6 -09 -938 Scheduled Inspection Date: October 27, 2009 Inspector: Perez, JanPierre Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AMP A/C AND REFRIGERATION INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050150090 Building Department Comments demolition 441 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 26, 2009 For Inspections please call: (305)762 -4949 Page 9of27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING RO F G ame,(Fe Si p it1eh +lder Phone #: et64. Ci[4. 1Q520 OWNER: Addres : City: Tenan Email: JOB ADDRESS: City: Miami Shores County: Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: State: NO Miami Dade e,Ailigri Flood Zone: Phone #: cal A Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Email Address: Value of Work for this Permit: $ noo Square/Linear Footage of Work: Type of Work: ❑Addition Description of Wgr1 • 51Alteration *****m ***m ****** ** ************* * ****** xFees************ : **m **** *****+x**x:*******+x******* Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4dp Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 1 l , 20 , by NA L to me or who has prsOlutttli trio, As identification`411 who�d dl co e'` too' o NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **** ***************=x**** ***** *********: x= x***a: ** ***: x****a:****+x*****+x+ **** ********x :********+x********** ******** APPROVED BY k..F/ 717 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) EXISTING RTI5-1 (+ 8' -4 °) ROOF OVERHANG Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE MATH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS NEW 6X6 P.T. X 1' LONG BOLTED TO EXISTING TIE BEAM W/ 2 -1/2' HILTY EXP. ANCHOR BOLTS EXISTING TIE BEAMS] I AND TO 2X8'8 W/ 1/2° GALV. THRU SOLI. 2 -2X8 WD in;i COUNTERSUNK BRACES 4'X 'XI /4' 1 I TO BRACE. STL L W/1/2° BOLTS TO COLUMN AND n n n n n n n n n n n L1_LI _._U_L.1 -L_L _U_U_L.1_LI _U RT5- 1! +1' 49 - I- h- +I -+ -4-E)-15-1-- - +I- +i-- +I - +F-+ Cam° °` Tf TI-TI- TI- "TETTTI-TI-TI -'TI -T u u u u u u u u u u u TRELLIS AT I`RONT FLAN V I EA N.T.S. 2 -2X8 BOLTED TO EXISTING COLUMN W/I/2' GALV. BOLT. ONE AT EACH SIDE OP COLUMN WOOD MEMBERS TO MATCH EXISTING EXISTING COLUMN JOSE R. DE VIVERO ARCHITECT 5645 N KENDAL.!_ DR MIAMI. FLA 33156 AR 0005128 Deno nom news NEW 4X P.T. X 1' LONG BOOED TO EXISTING TIE SEAM W/ 2-1/2' WILD!" EXP. ANCHOR BOLTS AND TO 2.123.6 W/ 1/2' GALV. TRW BOLT. EL 4 04*1 OUSTING SW 'COX' FM= Waft W/ EXISEING WOOD FASCIA 0 2-2)0 BOLTED TO EXISTING COLUMN/BEAM W/2-1/2' GALV. BOLT. WOOD MEMBERS TO MATCH IEKISTIINO EXIETNE COWIN CCNC. FLAB 4' CONC. EXICITM COt4C. RTE-I CCNC. TC BEYOND SECT ION IEKISTNS STEEL STRAP EXAENG GONG. RIB-1 8' CM LUAU- i= V-4' + 014' JOSE R. DE VIVERO ARC H ITECT 5845N KEN MIAMI. FLA 331 AR 0003128 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 130730 Permit Number: PL -12 -09 -1998 Scheduled Inspection Date: January 03, 2011 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132050150090 Building Department Comments GAS LINE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 0)\( December 30, 2010 For Inspections please call: (305)762 -4949 Page 1 of 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 136996 Permit Number: RC -2 -09 -216 Scheduled Inspection Date: March 05, 2010 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed 001 -/� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Commea March 04, 2010 For Inspections please call: (305)762 -4949 Page 7of9 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY. FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. l (QDATE OF TREATMENT: i TIME OF TREATMENT: IN APPLICATOR: � OUT BUILDER NAME: 1 Cr, 0.�`(i it V Lit TREATMENT ADDRESS: /b, d P 4-17'3 T fitit JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONL, SPRAY # CHEMICAL: °- % MoNpaniic kj S/F L/F RESIDT�TIA . COMMERCIAL ADDITION% 0 GALLONS STEMWALL SF OF TREATMENT (HORIZONTAL, VERTIC , ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE Rr AD 7 PLANTATION, FLORIDA 33317 954- 584-8588 1 -800- 749 -8588 FAX: 954-584-6117 DYNATECH DATE: CLIENT: PROJECT: ADDRESS: PROCTOR COMPACTION TEST March 4, 2010 MR. JORGE RHODEN Addition @ CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 1051 North East 93`d Street, Miami Shores, FL Mr. Jorge Rhoden MATERIAL DESCRIPTION: Light gray sand w /small rock fragments SAMPLED BY: JA TES'1'ED BY: JA TEST RESULTS Sample Number 1 The following compaction 10 Ib. Hammer and an 18" % MOISTURE 3.9 7.0 12.2 test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a drop AASHTO designation T- 180 -C. DRY DENSITY, 103.0 106.6 103.8 Optimum Moisture 8.8 Percent 100% Maximum Dry Density 107.6 Ibsicu.ft. % Passing' " Sieve 94.7 Percent Sampled By: JA Tested By: JA Checked By: JA As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 109 107 105 103 101 99 4 6 8 10 12 % MOISTURE Res • ubmit>;ed, Sr INS. 'sam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 14 D R Y D E N S 1 T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 4, 2010 CLIENT: MR. JORGE RHODEN PROJECT: Addition @ ADDRESS: 1051 North East 93rd Street, Miami Shores, FL CONTRACTOR: Mr. Jorge Rhoden Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. Location: Test No. Location: Description of Material: West side of footer Center of footer East side of footer Light gray sand w /small rock fragments TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 105.9 107.3 106.7 MOISTURE CONTENT % 9.1 8.4 8.6 MAX. DENSITY IN THE FIELD % 98.4 99.7 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 107.6 107.6 107.6 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA Respectfully submitted, /F11 Wiss. aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines he degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 140221 Permit Number: RC -2 -09 -216 Scheduled Inspection Date: April 12, 2010 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1132050150090 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Inspector Comments Passed Failed 6(-1-to Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 09, 2010 For Inspections please call: (305)762 -4949 Page 12 of 18 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: ,f' , i TIME OF TREATMENT: IN ,n APPLICATOR: BUILDER NAME: TREATMENT ADDRESS: /hYi OUT ' ✓ ` 7J fr, JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP CHEMICAL: C. @sia, MONOLTTI-ILC SPRAY ONI, SPRAY # DENTL D COMMERCIAL 4, % 7, tO S/F L/F ADDITION GALLONS STEMWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) CHEMICAL: PERIMETER TREATMENT GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954-584-8588 1 -8M -749 -8588 FAR: 954- 584-6117 DYNATECH PROCTOR COMPACTION TEST DATE: April 8, 2010 CLIENT: MR. JORGE RHODEN PROJECT: Addition (a7, ADDRESS: 1051 NE 93rd Street, Miami Shores, FL CONTRACTOR: Mr. Jorge Rhoden ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION: Gray sand w /small rock fragments SAMPLED BY: JA TESTED IBY: JA TEST RESULTS Sample Number 2 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a '101b. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 3.8 7.1 12.3 103.9 108.0 105.2 Optimum Moisture 8.4 Percent 100% Maximum Dry Density 108.8 lbs. /cu.ft. % Passing 3/4" Sieve 92.7 Percent Sampled By: JA Tested By: JA Checked By: JA As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 110 108 106 104 102 100 6 8 10 12 14 % MOISTURE Respectively submitted, gsq. . . DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS, DATE: April 8, 2010 CLIENT: MR. JORGE RHODEN PROJECT: Addition @ ADDRESS: 1051 NE 93rd Street, Miami Shores, FL CONTRACTOR: Mr. Jorge Rhoden Test No. 1 Location: East side of pad underslab Test No. 2 Location: West side of pad underslab Test No. 3 Location: Center of step pad underslab Test No. Location: Test No. Location: Description of Material: Gray sand w /small rock fragments Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Respectfully submitted, Sampled By: JA Tested By: JA Checked By: JA Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines Ste degree of compaction of the tested layer of material only. In no way shall a density test replace a soilbearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarcflng our reports is reserved pending on our written approval. TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 107.6 108.4 107.9 MOISTURE CONTENT % 8.7 9.2 9.3 MAX. DENSITY IN THE FIELD % 98.8 99.6 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 108.8 108.8 108.8 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Respectfully submitted, Sampled By: JA Tested By: JA Checked By: JA Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines Ste degree of compaction of the tested layer of material only. In no way shall a density test replace a soilbearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarcflng our reports is reserved pending on our written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 106433 Permit Number: RC -2 -09 -216 Scheduled Inspection Date: November 04, 2009 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: INTERNATIONAL CONSTRUCTION ASSOCIATION INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1132050150090 Phone: (305)300 -1258 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Passed Failed Fo Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments first floor slab November 03, 2009 For Inspections please call: (305)762 -4949 Page 2 of 13 PEST CONTROL, INC. 06v 1� 5.4D eip-FD NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: TIME OF TREATMENT: IN t 6 o APPLICATOR���s'�! OUT 4- /TiAt. CDC LOS t ke . 9 3 AAA JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY # CHEMICAL: Pee4 ✓ r 14 4 4 O. % O dr. S/F (1 tic fvfiri) -r-DRAtico 546,C MONOLITHIC SIDENTI� COMMERCIA 00 GALLONS ST$MWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT % GALLONS CHEMICAL: DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: l 3 0 s. STATE L/F PLANTATION, FLORIDA 33317 954 - 584 -8588 1- 800 - 749 -8588 FAx: 954-584 -6117 TESTING & ENGINEERING SERVICES. INC H'1.ELD DENSITY TEST REPORT Client: International Coast. Assoc. 18800 NE 29 Avenue Aventura, Florida 33180 Date: October 15, 2009 Job: D- 091037 Project Name :. Addition to Residence Project . oca ton :.. 1051 NE 93 Street, Miami Shores, Florida PROCTOR DATA MELD DENSITY TEST RESULTS 1 8797 2 8797 North Side of West Addition- Building Slab Center Side of West Addition- Building Slab Final Final 101.2 11.6 99.0 100.9 11.9 98.7 Pass Pass 3 8797 Southeast Side of West Addition- Building Slab Final 102.1 11.0 99.9 Pass Comments: \./ Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 SW 131st Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: i i I DATE: i o) , AL66,_j 4r-rZ &e_ir9 Contractor wner ❑ Architect Picked up 2 sets of plans and (other) p ADD ES A +, Address: I\ C t N 73 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by. PERMIT CLERK INITIAL: \az,e -44) RESUBMITTED DATE: 2 ! 1 1 ) 9 ®a 0 PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: O'2J&p DATE: o'-0 2-00 I, iFewaik [Atmerl ❑ Contractor ❑ Owner ❑ Architect Pick Address: s of . Ians a �O cewe/c4ws err adAel (OSl NIfi 013 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: )° PERMIT CLERK INITIAL: 94(4° RESUBMITTED DATE: \ PERMIT CLERK INITIAL: Permit No: 09 -216 Job Name: January 20, 2010 Miami Shores Village Building Department 10050 N.E. 2n Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Provide separate permits for all work a permit is being requested for. 2) Plans must be approved by HRS for the septic system. 3) Provide receipt from Miami Dade planning and Zoning for impact fees. 4) Mechanical approval is required. 5) The energy calculations provided must be for the whole building. 6) Remove all items from the plans that are not part of this job. 7) The site plan must be larger scale. 8) The new S sheets have deleted all other work. This is a revision to the existing permit. The new sheets will replace the old. If you wish them to be added label them a different page number. 9) Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 BUILDING DEPARTMENT (0050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Job Address: Permit No: ^ I\O Reviewer: Contractor: Phone No: Date: Only the items preceded by an (x) must be corrected. ( ) ( )2 ( )6 ( )7 ( )8 ( )9 \\\DO Need HVAC design schedule Miami Dade County Chapter 8. No combustible in plenums. FBC -M 602.2.1. Auxiliary and secondary drain systems required. FBC -M 307.2.3. Air handler shall be mechanically attached to air system. FBC -M 603.7. Equipment on roof over 16' require permanent access. FBC -M 603.5 Need balanced return air. FBC -M 601.4. • Provide return air in bedroom and 1" undercut door. FBC -M 601.4. Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. ( ) II Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within I0' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1° ( ) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 �-® (Nd. Per`' Ev-t— e ZOof 24 Other nee, l J2 4� l e � P.1,,,f-t Par o`, V"1nevf-- CPne�o-r- 1-7."-Q- P/a-1.-S Comment Sheet Mechanical Page of 07/0481.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -�� Job Name: EP/ / f VI-kJ , 209 Page 1 of 1 ELECTRIC Critique Sheet i� /Peon .4" /t- ? 17 ,Z e y /S",PI ,e1 'rS.8 F /p *.2N A el *s e e�� Lam * �-7 - �- e,e--4,-. ..oe Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A i Project Name: levy_stacybrian Street: 1051 NE 93 St City, State, Zip: Miami , FL , 33138- Owner Stacy and Brian Levy Design Location: FL, Miami Builder Name: u$. Permit Office: Miami Shores , I,, 4 t. LUU J Permit Number.232600 1/__-.1 Jurisdiction: ®® BY. °m °° ° ° ° ° ° ° ® ® ® 1. New construction or existing Addition 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 264 7. Windows Description Area . a. U- Factor: Sgl, U =0.55 70.00 ft2 . SHGC: SHGC =0.10 b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: WA ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 264.00 ft2 b. N/A R= ft2 0. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =3.0 368.00 ft2 b. Concrete Block - Int lnsul, Exterior R =5.0 176.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 264.00 ft2 b. NIA R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 52.8 ft2 12. Cooling systems - Supplemental for addition a. Central Unit Cap: 46.0 kBtu/hr SEER: 15 13. Heating systems - a. Electric Strip Heat Cap: 10.0 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.59 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.265 Total As -Built Modified Loads: 9.70 PASS Total Baseline Loads: 11.70 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY J • EDE. V/ \/F P© Review of the plans and •e" .4z, specifications covered by this fi calculation indicates compliance /14 with the Florida Energy Code. trti Before construction is completed u Q7 ' �► DATE' 1 S-14 -pq this building will be inspected for I hereby certify that th . with the Florida En : gy OWNER/AGENT. • uildin as desi ned, is in com liance «,• ' r •I • iS2c4-4i T _C:C � _ -- • l rye_ compliance with Section 553.908 _ #< Florida Statutes. - `= 11LDING OFFICIAL DATE: /1111111111111=1110111111111101116 12/8/2009 9:53 PM I r/ 14-03 •• \,•••••• • • • • • •• • •• .• • • • •• •• • • • • •• • • • '.•\. • .. • • • •uy• • • .• • • • • •.• • • • • .•• • • • • • • • • • • • • • •.. • • • Energy0au 'J A: FpRes2008• • • • ••• • • • ••• • • Page 1 of 5 • PROJECT Title: Ievy_stacybrian Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Stacy and Brian Levy Conditioned Area: 264 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street 1051 NE 93 St Permit Office: Miami Shores Rotate Angle: 0 County: Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami , Family Type: Single - family Whole House Fan: FL , 33138 - New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 136 ft 0 264 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 278 ft2 0 ft2 Medium 0.96 No 0 18.4 deg • ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 264 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 264 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 176 ft2 0 0 0.75 2 S Exterior Concrete Block - Int Insul 3 176 ft2 0 0 0.75 3 E Exterior Concrete Block - Int Insul 3 96 ft2 0 0 0.75 4 W Exterior Concrete Block - Int Ins$I • • •: : : • • 4 • • • 'ft2 0 0 0.75 • • 12/ i 2009 9:53 PM • • -, -• • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EnergyGauge® USA - FlaRes2008 Page 2 of 5 12/ 4 009 9:51 PM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••. • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • .• • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 3 of 5 EnergyGauge® USA - FlaRes2008 DOORS J# Omt Door Type Storms U-Vatue Area 1 N Wood None 0.2 0.1 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Tinted) Yes 0.55 0.1 N 70 ft2 2 ft 0 in 5 ft 0 in HERS 2006 None INFILTRATION & VENTING V Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00050 346 9.84 19.0 35.7 0 cfm 0 cfm 0 0 COOLING SYSTEM J # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15 46 kBtu/hr 1380 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 10 kBtu/hr False HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.59 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / V # — Supply — Location R Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 52.8 ft2 Attic 13.2 ft2 Default Leakage Interior 12/ 4 009 9:51 PM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••. • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • .• • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 3 of 5 EnergyGauge® USA - FlaRes2008 12/8/099:51 PM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • Y • • • • • • • • • • • •• • • • • • • •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Vent ng Thermostat Jan Y Feb Mar Cei ing Fans: Apr Jul Aug Dec Venting XX X Jan Feb Mar RI X X Apr [X May X Jun X� Jul )(A g XI Sep XXC Occt t LX Nov 'X� D c Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/8/099:51 PM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • Y • • • • • • • • • • • •• • • • • • • •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 St Miami, FL, 33138- PERMIT #: 232600 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. V Exterior & Adjacent Walls NI106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. v Floors NI106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 1,,. Ceilings NI106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. / v Recessed Lighting Fixtures NI106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. 1.---- OA Multi-story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. L.-, OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table NI 12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. 1/ Swimming Pools & Spas NI112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. v Shower heads NI112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 8GJ'511“r • v Air Distribution Systems N1110.AB • • •• All ducts, Afjingsv teghinitat:ea iPment and plenum chambers shalt be n}Atapic llyettached, •seated,Jnsulated and installed in accordance with the criteria of S�e&ion•N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. / v HVAC Controls N1107.AB.2 Separan re art accet ib?J �anua� ar satbmatic thermostat for • • each sjsterr► • • • • • Insulation NI104.AB.1 N1102.B.1.1 • • • • • • • ••_ Ceilings --Min. ¶ 19. CBmm6n walls-frame -11 or CBS R -3 both sides. Common ceiling & floors R -11. ' / l/ 12/8 009 9:51 PM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 11 • • • • 000 • • • ••• • • 00 EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1051 NE 93 St, Miami, FL, 33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family a. Concrete Block - Int Insul, Exterior R =3.0 368.00 ft2 b. Concrete Block - Int Insul, Exterior R =5.0 176.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 264 a. Under Attic (Vented) R =30.0 264.00 ft2 b. N/A R= ft2 7. Windows** Description Area c. N/A R= ft2 a. U- Factor: SgI, U =0.55 70.00 ft2 SHGC: SHGC =0.10 11. Ducts b. U- Factor: NIA ft2 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 52.8 ft2 SHGC: 12. Cooling systems - Supplemental for c. U-Factor N/A ft2 a. Central Unit Cap: 46.0 kBtu /hr SHGC: SEER: 15 d. U -Factor. N/A ft2 13. Heating systems - SHGC: a. Electric Strip Heat Cap: 10.0 kBtu/hr e. U- Factor. N/A ft2 COP: 1 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 264.00 ft2 b. N/A R= ft2 C. N/A R= ft2 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.59 b. Conservation features None 15. Credits Pstat { certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: za, pytj /jEp_ Date: Address of New Home: /a5fN g3 57 City /FL Zip: ,,w5r.-.. f j2ES *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Buildiniffnerc•/ aIn'.If oQr Lr?dex is below 100, your home may qualify for incentives if you obtain a Florida Energ•Gangeflativ.: Umtattthe Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at•etergygauge.com for enf oration and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the • Department of Community Affairs at (850) 487 - 1824.. • • • • • • d • • • • • • * *Label required by Section 13- 104.4.5 of the Floria B ilc ing Qesle: B�Iilelinv, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. • • EnergyGalugee USA,- FJaFjes4 8 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: Code Only levy_stacybrian Professional Version Climate: South Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Reference City: Miami Beach (Defaults) Winter Temperature Difference: 22.0 F 12/8/2009 Subtotal Sensible Ventilation Sensible Total Btuh Loss 48608 Btuh 0 Btuh 48608 Btuh 1. Electric Strip 2. Electric Strip 10000 Btuh 10000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • •• • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• EnergMat«gii FLRCPB v4.8.E • • • •• • Version 8 For Florida residences only Page 1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St levy_stacybrian Professional Version Miami, FL 33138- Climate: South Reference City: Miami Beach (Defaults) Winter Temperature Difference: 22.0. F 12/8/2009 Window Panes /SHGC /Frame/U Orientation Area(sgft) X HTM= Load 1 2 3 4 1, SHGC =0.1, Metal, 1.27 N 330.0 27.9 1, SHGC =0.1, Metal, 1.27 S 210.0 27.9 1, SHGC =0.1, Metal, 1.27 E 15.0 27.9 1, SHGC =0.1, Metal, 1.27 W 28.0 27.9 Window Total 583(sgft) 9220 Btuh 5867 Btuh 419 Btuh 782 Btuh 16289 Btuh Walls 1 Type R-Value Area X HTM= Concrete BIk,Hollow- Ext(0.14) 5.0 2624 3.0 Wall Total 2624 Load 7866 Btuh 7866 Btuh Doors 1 Type Area X HTM= Wood - Exterior 84 11.9 Door Total 84 Load 998 Btuh 998Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic/D/Tile 30.0 3893 0.7 Ceiling Total 3893 Load 2728 Btuh 2728Btuh Floors 1 Type R -Value Size X HTM= Stab On Grade 0 328.0 ft(p) 26.0 Floor Total 328 Load 8515 Btuh 8515 Btuh Zone Envelope Subtotal: 36395 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.95 31144 2624 493.1 11930 Btuh Ductload • Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DLM of 0.006) 283 Btuh Zone #1 Sensible Zone Subtotal 48608 Btuh • ••' ••• •• • • • • • .. Subtotal Apnsjble Veniilattnn S$n$ible' 0 • Total BfiuH:Last ' • • • • ••• ••• • • • • • • • . •• • • 48608 Btuh 0 Btuh 48608 Btuh • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • . .. .. • • • • •• • •• Energytatige7 FLRCPB v445.P •. • Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St levy_stacybrian Professional Version Miami, FL 33138- Climate: South 12/8/2009 1. Electric Strip 2. Electric Strip 10000 Btuh 10000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) •• ••• • • • • • • • • • •• • • • •• ••• •• • • • •• • • •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• Energytitau6e® PLROPB 00110 • Version 8 For Florida residences only Page 2 System Sizing Calculations -.Summer Residential Load - Whole House Component Details Project Title: Code Only levy stacybrian Professional Version Climate: South Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Reference City: Miami Beach (Defaults) Summer Temperature Difference: 14.0 F 12/8/2009 .. •.• • • • • • • • • • • • • •• • • •• ••• •• • • • .• •• • • • •• • • • • • • • • • • ••• • • • • . • • • • •••• • ••• ••• • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • • •• •• EnerMautee PLRCPB 04.5.20 • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South 12/8/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 59 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (7 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 42511 Btuh 382 Btuh 42892 Btuh 0 Btuh 0 Btuh 42892 Btuh 39141 Btuh 0 Btuh 987 Btuh 1400 Btuh 0 Btuh 41528 Btuh 84421 Btuh 1. Central Unit/Split 2. Central Unit/Split #(Outside) #(Inside) #(Outside) #(Inside) 46000 Btuh 33900 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (ti - Window U-Factor or'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) • •• ••• • • • • • • • • • •• ••• •• • • • .• Version 8 • • For Florida residences only • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • . • • • • • • • . • • • • . • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• EnerWauue® I'LRCIPB s4.6.2. • Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Project Title: Code Only levy_stacybrian Professional Version Climate: South Reference City: Miami Beach (Defaults) Summer Temperature Difference: 14.0 F 12/8/2009 Window Type* Pn/SHGC/U/InSh/ExShflS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 1, SHGC =0.1, 1.27, None,N,N 1, SHGC =0.1, 127, None,N,N 1, SHGC =0.1, 1.27, None,N,N 1, SHGC=0.1, 1.27, None,N,N Window Total N S E w 2ft. 5ft. 2ft. 5ft. 2ft. 5ft. 2ft. 5ft. 330.0 0.0 210.0 210.0 15.0 5.0 28.0 0.0 583 (sqft) 330.0 0.0 10.0 28.0 20 20 20 20 20 20 28 28 6587 Btuh 4192 Btuh 376 Btuh 772 Btuh 11927 Btuh Walls 1 Type Concrete BIk,Hollow - Ext Wall Total R- Value /U Value Area(sqft) 5.0/0.14 2624.0 2624 (sqft) HTM 2.5 Load 6543 Btuh 6543 Btuh Doors 1 Type Wood - Exterior Door Total Area (sqft) 84.0 84 (sqft) HTM 15.7 Load 1315 Btuh 1315 Btuh Ceilings 1 Type/Color /Surface Vented Attic/DarkTile Ceiling Total R Value 30.0 Area(sqft) HTM 3893.0 1.1 3893 (sqft) Load 4091 Btuh 4091 Btuh Floors 1 Type Slab On Grade Floor Total R -Value 0.0 Size HTM 328 (ft(p)) 0.0 328.0 (sqft) Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 23876 Btuh Infiltration Type SensibleNatural ACH Volume(cuft) wall area(sqft) CFM= 1.88 31144 2624 975.8 Load 15024 Btuh Internal gain Occupants 7 Btuh /occupant X 230 + Appliance 2000 Load 3610 Btuh Sensible Envelope Load: 42511 Btuh Duct toad Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DGM of 0.009) 382 Btuh Sensible Zone Load 42892 Btuh ••..... • • • • • • •• ••• •• • • • •• • • • •••• • • • • • •• • • •• • • • •• • •• • • • • ••• ••• ••• • • • • • • • •• • • • • • •• • • • ••• • • • . ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • Energs+l uge® FtR•CP.3 uA 5•2 • • •; Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South 12/8/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 59 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (7 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 42511 Btuh 382 Btuh 42892 Btuh 0 Btuh 0 Btuh 42892 Btuh 39141 Btuh 0 Btuh 987 Btuh 1400 Btuh 0 Btuh 41528 Btuh 84421 Btuh 1. Central Unit/Split 2. Central Unit/Split #(Outside) #(Inside) #(Outside) #(Inside) 46000 Btuh 33900 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) •• ••3 • • • • • •• • • • • •. • • • • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• Energ'€€u •• • FIRC�T 1 5.2 • Version 8 For Florida residences only Page 2 Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Residential Window Diversity MidSummer Project Title: levy stacybrian Code Only Professional Version Climate: South 12/8/2009 Summer design temperature Summer setpoint Summer temperature difference Latitude 89 F 75 F 14 F 25 North Average window Toad for July Peak window Toad for July Excusion limit(130% of Ave.) Window excursion (July) 10887 Btu 12759 Btu 14153 Btu None WINDOW Average and Peak Loads 14000.00 - 43000.00 12000.00 - 11000.00 ,.. .00- 9000.00 ffi 800t.00 - 0 4 7000.00 - 60 5000.00 - 4040.00 2900.00 1900.00 - 0.00 . 8 a.n. eXCINSIDTM Age 10 12 2 f n3. 4l.m 6 8 p n. Total July Window Load(Radiation and conduction) • •• ••• • • • • • •• • • • • •• • • • • ••• . .. •.o • • •„• • . The midsummer window load for this house does not • exceed tie windo�i 16ad bxcursion limit. This house has adequate midsummer window div rsity. • • • • • • • •• • • • • • • • • • EnergyGauge® System Sizing for Florida residences only PREPARED BY: ..• s • • • DATE: • • • ••• • . • • • • ••• • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • Ener auge®•FLRGPB 46.2: • •; Residential System Sizing Calculation Summary Project Title: levy_stacybrian Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Code Only Professional Version Climate: South 12/8/2009 Location for weather data: Miami Beach - Defaults: Latitude(25) Altitude(8 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(59gr.) Winter design temperature Winter setpoint Winter temperature difference 48 F 70 F 22 F Summer design temperature Summer setpoint Summer temperature difference 89 F 75 F 14 F Total heating load calculation 48608 Btuh Total cooling Load calculation 84421 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 41.1 20000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 139.7 59925 48.1 19975 94.6 79900 WINTER CALCULATIONS Load for 3893 sgft Load component Load Window total 583 sqft Load Wall total 2624 sqft Window total 583 sqft 16289 Btuh Wall total 2624 sqft 7866 Btuh Door total 84 sqft 998 Btuh Ceiling total 3893 sqft 2728 Btuh Floor total 328 sqft 8515 Btuh Infiltration 493 cfm 11930 Btuh Duct loss 283 Btuh Subtotal 48608 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 48608 Btuh ad for 3893 s SUMMER CALCULATIONS Load component Load Window total 583 sqft 11927 Btuh Wall total 2624 sqft 6543 Btuh Door total 84 sqft 1315 Btuh Ceiling total 3893 sqft 4091 Btuh Floor total 0 Btuh Infiltration 976 cfm 15024 Btuh Internal gain 3610 Btuh Duct gain 382 Btuh Sens. Ventilation 0 cfm 0 13•tu h Total sensible gain 42892 :Btuh Latent gain(ducts) 987 lit uha Latent gain(infiltration) 39141 • Mir Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants lather) 1404 •• glop Total latent gain 4152$'. Eltut TOTAL HEAT GAIN 84421.' etih Version 8 • • • • • • For Florida residences only . • • • • • • • Ener§;(gatitle® FLRQf3B iv:A.2:8 •: • • • • • • • • • • • • • • •• • • • • • 14%) • • •• • • • •• Ina( ••• ••• ••• ••• • • •' • • • • • • • • • • • • • • • • • • • • • • • EnergyGauge® System Sizing PREPARED BY: flAtt! • • •• • • • • • • • • • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: levy_stacybrian Street: 1051 NE 93 St City, State, Zip: Miami , FL , 33138- Owner: Stacy and Brian Levy Design Location: FL, Miami Builder Name: Permit Office: Miami Shores Permit Number.232600 Jurisdiction: ) 4;' ;, t , °- � ;� ��,, m®moaom ©om© ® Il r ° . , ®® 1. New construction or existing Addition 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 264 7. Windows Description Area a. U- Factor. Sgl, U =0.55 70.00 ft2 SHGC: . GC =0.10 - - b. U- Factor. N/ \'. ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge nsulation R =0.0 264.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types '1, -- _ 'on Area a. Concrete Block - Int Insul, Exterior =3:0- '' 368.00 ft2 b. Concrete Block - Int Insul, Exterior R =5.0 176.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 264.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 52.8 ft2 12. Cooling systems - Supplemental for addition a. Central Unit Cap: 46.0 kBtu/hr SEER: 15 13. Heating systems - a. Electric Strip Heat Cap: 10.0 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.59 b. Conservation features None 15. Credits Pstat ti Glass /Floor Area: 0.265 Total As -Built Modified Loads: 9.70 PASS Total Baseline Loads: 11.70 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. J PREPARED BY: - tE VI V�L,b Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL' 04.8 5r GM ;. _� O /, ON t f = r �\N�` Zvi'+ rhrr '� . , `�l F r� "' 0 p DATE. 12 „ 14- q I hereby certify that this •" 1 with the Florida Ener• Cod OWNER/AGENT:. I DATE: C2, - 14- °( ' ' g, as designed, is in compliance 'Z`ECT * tiG,a • • • • • • I ?ATE' • • •• • , • • • ••• •. • • • ♦• ♦• • • • • ••• ..• ..•.•. •• • • • • • • • • • • ••• ••• • • • • • • •* • • • •• • • • ••• • �Q°� �j, P " • • '� • • • • • • 12/8/2 x9 9:53 PM 1E,�trg3'GGuge� UtA� FZaRes2008 $$$ "''4' ••• •♦ • • • •• •• 11.--414-/' `°4�^fq X00 • ••• • ~CSC Page 1 of 5 PROJECT Idle: levy_stacybrian Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Stacy and Brian Levy Conditioned Area: 264 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: r'4• Builder Name: Worst Case: No Street 1051 NE 93 St '\. Permit Office: Miami Shores Rotate Angle: 0 County: Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami , Family Type: Single - family Whole House Fan: ' FL , 33138 - New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 136 ft 0 264 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 278 ft2 0 ft2 Medium 0.96 No 0 18.4 deg ATTIC. - V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic • Vented 300 264 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 264 ft2 0.11 Wood WALLS Cavity S R -Value thing Framing Solar hea # Omt Adjacent To Wall Type R-Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 176 ft2 0 0 0.75 2 S Exterior Concrete Block - Int Insul 3 176 ft2 0 0 0.75 3 E Exterior Concrete Block - Int Insul 3 96 ft2 0 0 0.75 4 W Exterior Concrete Block - Int Insul 3 96 ft2 0 0 0.75 • • • • • • •• ••• •• • • • •• • • •• • • ••• •• • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • : • : tngtydadgeigUS4 FIta4es2008 Page 2 of 5 • •. ••. • • • • • •• • • • • • • • • • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • : • VnergytaitigjjSA•- ;FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.1 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section aboite. Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Tinted) Yes 0.55 0.1 N 70 ft2 2 ft 0 in 5 ft 0 in HERS 2006 None INFILTRATION & VENTING Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00050 346 9.84 19.0 35.7 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15 46 kBtu/hr 1380 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 10 kBtu/hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.59 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V Location # — Supply — ion R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 52.8 ft2 Attic 13.2 ft2 Default Leakage Interior • •. ••. • • • • • •• • • • • • • • • • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • : • VnergytaitigjjSA•- ;FlaRes2008 Page 3 of 5 • •• ••• • • • • • • • • • • • • • •• ••• •• • • • •• •• •• • • ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • } • • • • • • • • • • • ••• • • • 12/: 2009 9751 PM • • ihetgyC3evge® i1SAi Fiaies2008 Page 4 of 5 TEMPERATURES Programable Cooling Heating Venting Thermostat: X Jan X Jan X Jan Y X Feb X Feb X Feb Mar Mar Mar Ceiling Fans: Apr May Apr May [Xj A r May Jun Jun [X] Jun Jul Jul Jul Aug AuSep Aug Sep [X] Sep Oct [X] Oct Oct j Nov C Nov [[X]], Nov Dec Dec {X] Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 6 Hours 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 Cooling (WEH) AM 78 PM 78 Heating (WD) AM 66 PM 68 Heating (WEH) AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 68 68 68 68 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 ' 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 • •• ••• • • • • • • • • • • • • • •• ••• •• • • • •• •• •• • • ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • } • • • • • • • • • • • ••• • • • 12/: 2009 9751 PM • • ihetgyC3evge® i1SAi Fiaies2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 St Miami, FL, 33138- PERMIT #: 232600 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. v Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. L• Floors NI 106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. v Ceilings ) NI 106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. 1 l/ Recessed Lighting Fixtures NI 106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. L--' Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. 0, f4 Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. L/ OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. 1/ Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. i" Air Distribution Systems NI 110.AB • • • •. • • • ..al • •All dusts; fttinis.mecbanical equipment and plenum chambers .shail.be inet hentcaDy attached, sealed, insulated and installed in coorianc&win the !iiteria of Section NI 110.AB. Ducts in uncondlioMd attics: R-6 min. insulation. 1/ HVAC Controls NI 107.AB.2 ••• . • . Separate readily accessible manual or automatic thermostat for eacI y t1sQi. 6,6: • • . V Insulation NI 104.A1$.': :: NI102.B.1'1 • Ceilil9sfViir. R -t •Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. V 12/8/2009 9:51 PM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • Energyc augee•UaA - hleRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows"" a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor. N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Description SgI, U =0.55 SHGC =0.10 N/A 1051 NE 93 St, Miami, FL, 33138- Addition Single - family 1 1 No 264 Area 70.00 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation R =3.0 R =5.0 R= R= Insulation R =30.0 R= R= Area 368.00 ft2 176.00 ft2 ft2 ft2 Area 264.00 ft2 ft2 ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 52.8 ft2 12. Cooling systems - Supplemental for ft2 a. Central Unit Cap: 46.0 kBtu/hr SEER: 15 ft2 ft2 Insulation Area R =0.0 264.00 ft2 R= ft2 R= ft2 13. Heating systems - a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 1i Date: Address of New Home: /457A/a 93 5.y City /FL Zip:/,7,4�/54' Cap: 10.0 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.59 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This CpotA Bpililing Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtairCa Florilla •c0e0gy;Ggatpc;kating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web Iit$a%ebealtge.com for information and a list of certified Raters. For information about Floridats Energy Eificie'hcyCbdL•for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. •• • • ••• ••• ••• """Label required by Section 13-1044.5 df die Fforfda 6tailding, Coop, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Reside ial;, i$not 5 FAUL1'.: • :. EnergyGauge® USA - FlaRes2008 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: levy_stacybrian Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Reference City: Miami Beach (Defaults) Winter Temperature Difference: 22.0 F Code Only Professional Version Climate: South 12/8/2009 Subtotal Sensible Ventilation Sensible Total Btuh Loss 48608 Btuh 0 Btuh 48608 Btuh 1. Electric Strip 2. Electric Strip 10000 Btuh 10000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) • •• ••• • • • • • •• • • • • • • • • • • • • •• 0 • • ••• • • •• 0011 •• • • • •• •• • • 0 • •• • • • • • • • • • ••• ••• ••• • • 0 • • • • • • • • • • • • • • • • 0 • •• • • • • ••• • • • • ••• • • E.ne. --• ge� FI f:P�v4• • 2 • • •• •• • • • •• •• ••• • • • ••• • • IIf k JFLJ Version 8 For Florida residences only Page 1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South Reference City: Miami Beach (Defaults) Winter Temperature Difference: 22.0 F 12/8/2009 Window Panes /SHGC /Frame /U Orientation Area(sgft) X HTM= Load 1 2 3 4 1, SHGC =0.1, Metal, 1.27 N 330.0 27.9 1, SHGC =0.1, Metal, 1.27 S 210.0 27.9 1, SHGC =0.1, Metal, 1.27 E 15.0 27.9 1, SHGC =0.1, Metal, 1.27 W 28.0 27.9 Window Total 583(sgft) 9220 Btuh 5867 Btuh 419 Btuh 782 Btuh 16289 Btuh Walls 1 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.14) 5.0 2624 3.0 Wall Total 2624 Load 7866 Btuh 7866 Btuh Doors 1 Type Area X HTM= Wood - Exterior 84 11.9 Door Total 84 Load 998 Btuh 998Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic/D/Tile 30.0 3893 0.7 Ceiling Total 3893 Type R-Value Size X HTM= Slab On Grade 0 328.0 ft(p) 26.0 Floor Total 328 Load 2728 Btuh 2728Btuh Load 8515 Btuh 8515 Btuh Floors 1 Zone Envelope Subtotal: 36395 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.95 31144 2624 493.1 11930 Btuh Ductload Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DLM of 0.006) 283 Btuh Zone #1 Sensible Zone Subtotal 48608 Btuh •• ••• • • • • • •• • • • • •• •• • • • •• • • • • • • • • • •. • • • • ••• • • • • • • • • • •Subtotal Sensible •• Ventilation Sensible • Tota'Bth' f oss' • • • • • • • • • • • • • 48608 Btuh 0 Btuh 48608 Btuh • • • ••• • • • •• • ••• • • • • • ••• • • • ' r itGaign F•LiCPB v4.5.2 • •• •• • • • •• •• ••• • • • ••• • • Page 1 Manual J Winter Calculations Residential Load - Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Component Details (continued) Project Title: Code Only levy_stacybrian Professional Version Climate: South 12/8/2009 1. Electric Strip 2. Electric Strip 10000 Btuh 10000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManuaLJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) •• • • • • • •• ••• • • • • • •• • • • • ••• •• • • • • •• • • • • • -• • • •• • • • • • • • • • • • • •• ••• • • • • • • • ••• • • • • • • ••• ••• • • • • ••• • • • • • • • EnergyGaDge4 FoLIFC41 44.5. • • • •• •• • • • •• •• ••• • • • ••• • • • • • •• • Version 8 For Florida residences only Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Stacy and Brian Levy Project Title: 1051 NE 93 St Ievy_stacybrian Miami, FL 33138- Code Only Professional Version Climate: South Reference City: Miami Beach (Defaults) Summer Temperature Difference: 14.0 F 12/8/2009 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • EnergyGa :get FLIVPI114.5.; • •• •• • • • ••• • • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • •• •• Page 1 Manual J Summer Calculations Residential Load Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- - Component Details (continued) Project Title: Code Only levy_stacybrian Professional Version Climate: South 12/8/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 59 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (7 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 42511 Btuh 382 Btuh 42892 Btuh 0 Btuh 0 Btuh 42892 Btuh 39141 Btuh 0 Btuh 987 Btuh 1400 Btuh 0 Btuh 41528 Btuh 84421 Btuh 1. Central Unit/Split 2. Central Unit/Split #(Outside) #(Inside) #(Outside) #(Inside) 46000 Btuh 33900 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Haif(H)) (Omt - compass orientation) •• ••• • • • • • • • • • •• ••• •• • • • •• • • • •• • • •• • • • • •• • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • •■ • • ••• • • • • ••• • • • • • • • • • Energy, Gaig� f . • ••• B v4.5.8 • • • • .•• •• • • • •• •• • • • ••• • • Version 8 For Florida residences only Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St levy_stacybrian Professional Version Miami, FL 33138- Climate: South Reference City: Miami Beach (Defaults) Summer Temperature Difference: 14.0 F 12/8/2009 • • • • • •• • • • • • ••• • •• • • • •• •• • ••• ••• ••• • • • • • • • • •• • • • • • . • ... • • • • • • • • •• • • • • • • • • • • • • • • • • • • EnergyGaQgel FI RP:3wit4.5:� • • ••• • •• •• • • • •• •• • • ••• • • Page 1 ems; � ... � "�' . ��.., a Window Type* Pn/SHGC/U /InSh/ExSh/IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 1, SHGC =0.1, 1.27, None,N,N N 1, SHGC =0.1, 1.27, None,N,N S 1, SHGC =0.1, 1.27, None,N,N E 1, SHGC =0.1, 1.27, None,N,N W Window Total 2ft. 2ft. 2ft. 2ft. 5ft. 5ft. 5ft. 5ft. 330.0 0.0 330.0 210.0 210.0 0.0 15.0 5.0 10.0 28.0 0.0 28.0 583 (sqft) 20 20 20 20 20 20 28 28 6587 Btuh 4192 Btuh 376 Btuh 772 Btuh 11927 Btuh Walls 1 Type R-Value/U-Value Concrete BIk,Hollow - Ext 5.0/0.14 Wall Total Area(sqft) 2624.0 2624 (sqft) HTM 2.5 Load 6543 Btuh 6543 Btuh Doors 1 Type Wood - Exterior Door Total Area (sqft) 84.0 84 (sqft) HTM 15.7 Load 1315 Btuh 1315 Btuh Ceilings 1 Type /Color /Surface R-Value Vented Attic/DarkTile 30.0 Ceiling Total Area(sqft) 3893.0 3893 (sqft) HTM 1.1 Load 4091 Btuh 4091 Btuh Floors 1 Type R -Value Slab On Grade 0.0 Floor Total Size HTM 328 (ft(p)) 0.0 328.0 (sqft) Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 23876 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) SensibleNatural 1.88 31144 2624 CFM= 975.8 Load 15024 Btuh Internal gain Occupants 7 Btuh/occupant X 230 + Appliance 2000 Load 3610 Btuh Sensible Envelope Load: 42511 Btuh Duct load Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DGM of 0.009) 382 Btuh Sensible Zone Load 42892 Btuh • • • • • •• • • • • • ••• • •• • • • •• •• • ••• ••• ••• • • • • • • • • •• • • • • • . • ... • • • • • • • • •• • • • • • • • • • • • • • • • • • • EnergyGaQgel FI RP:3wit4.5:� • • ••• • •• •• • • • •• •• • • ••• • • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stacy and Brian Levy Project Title: Code Only 1051 NE 93 St Ievy_stacybrian Professional Version Miami, FL 33138- Climate: South 12/8/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 59 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (7 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 42511 Btuh 382 Btuh 42892 Btuh 0 Btuh 0 Btuh 42892 Btuh 39141 Btuh 0 Btuh 987 Btuh 1400 Btuh 0 Btuh 41528 Btuh 84421 Btuh 1. Central Unit/Split 2. Central Unit/Split #(Outside) #(Inside) #(Outside) #(Inside) 46000 Btuh 33900 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) •• ••• • • • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • • •• •• • • • • ••• • . • • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • •• • • ••• • • • • ••• • • • • • • EnergyGaugell fLPCPB•4.5:2 • •• •• 410. • • • • • • • • • • •• •• • • hA llfuL.i', Version 8 For Florida residences only Page 2 Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Residential Window Diversity MidSummer Project Title: levy_stacybrian Code Only Professional Version', Climate: South 12/8/2009 Summer design temperature Summer setpoint Summer temperature difference Latitude 89 F 75 F 14 F 25 North Average window load for July Peak window Toad for July Excusion limit(130% of Ave.) Window excursion (July) 10887 Btu 12759 Btu 14153 Btu None WINDOW Average and Peak Loads 5 0 —LW for carawaian 1400 0.00 13.E 1200040 - 11000.06 .,1211 Avenge 10000.00 - 9000.00 - 8000.00 - 700Q.0D - 6000_00 - 5000 00 - 400D.00 3000.00 • 2000.00 - 1000.00 - 0.00 . S am. 18 e m. 12 2 p.m. 4 pin. 6 p.n. 8 p.raa. Total July Window Load(Radiation and conduction) •• ••• • • • • •• 4 • . • • • • • The midsummer window load for this house does 04 extiet ttie wiridoa► toad•excursion limit. This house has adequate midsummer window diversity. • • • • 410 • • • • • • • • •• • ••• • • • '• • • • • • • • EnergyGauge® Sy; tfi 9 �iiitg t�or F�oiida rasiddnees•onl�; • PREPARED BY: DATE: • ••• ••• • • • • • • • • • • EnergiGaterp CLIMB B vi.5.2 • • •• •• • • • ••.•• ••• • • • ••• • • MA KU i a!: Residential System Sizing Calculation Summary Project Title: levy_stacybrian Stacy and Brian Levy 1051 NE 93 St Miami, FL 33138- Code Only Professional Version Climate: South 12/8/2009 Location for weather data: Miami Beach - Defaults: Latitude(25) Altitude(8 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(59gr.) Winter design temperature Winter setpoint Winter temperature difference 48 F 70 F 22 F Summer design temperature Summer setpoint Summer temperature difference 89 F 75 F 14 F Total heating Toad calculation 48608 Btuh Total cooling load calculation 84421 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 41.1 20000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 139.7 59925 48.1 19975 94.6 79900 WINTER CALCULATIONS Winter Heating Load for 3893 soft) Load component Load Load 11927 Window total 583 sqft 16289 Btuh Wall total 2624 sqft 7866 Btuh Door total 84 sqft 998 Btuh Ceiling total 3893 sqft 2728 Btuh Floor total 328 sqft 8515 Btuh Infiltration 493 cfm 11930 Btuh Duct loss Latent gain(infiltration) 39141 283 Btuh Subtotal Btuti Latent gain(intemal/occupants /other) 48608 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 48608 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3893 soft) Load component Load Window total 583 sqft 11927 Btuh Wall total 2624 sqft 6543 Btuh Door total 84 sqft 1315 Btuh Ceiling total 3893 sqft 4091 Btuh Floor total 0 Btuh Infiltration 976 cfm 15024 Btuh Internal gain 3610 Btuh Duct gain 382 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 42892 Btut. Latent gain(ducts) 987 Bt ih Latent gain(infiltration) 39141 Btu ?• Latent gain(ventilation) 0 Btuti Latent gain(intemal/occupants /other) 1400 Btuh Total latent gain 41528 Attn. TOTAL HEAT GAIN 84421 Mutt Version 8 For Florida residences only • • • • • • • • • • ••• • • • EnergyGatieei FPR @Pa x4.5.2: • ••• • • • • • • ••• ••• • • • • • • • • •t♦Aer c auge®•9ysterSizing PREPARED BY: • •D•T• ••• • • • • • • • • • • • 0 •• • • •0 • 0 1• • 0 j Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 ' Fax: (305)756 -8972 For Inspections please call: (305)7624949 'Return to: Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Bill To BRIAN & STACEY LEVY 1051 NE 93 Street MIAMI SHORES, FL 33138 -2938 Date 11/03/2009 11/03/2009 11/03/2009 10/05/2009 11/03/2009 11/02/2009 11/03/2009 Fee Name Scanning Fee Revision Fee Scanning Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Revision Fee Invoice Number: Invoice Date: Permit Number: Bond Number: RC -10-09 -36079 October 05, 2009 RC -2 -09 -216 1865 Comments: Fee Type Fixed Calculated Fixed Calculated Calculated Calculated Calculated Fee Amount $12.00 $75.00 $15.00 $60.00 $60.00 $60.00 $35.00 Total Fees Due: $317.00 Payments Date 11/03/2009 Pay Type Check Check Number Amount Paid 1821 $317.00 Change $0.00 Total Paid: $317.00 Total Due: $0.00 Tuesday, November 3, 2009 RECEIVE* T 2 1 2009 MN s =Mb BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue; Miami Shores, Florida 33138 're :. 795.2204 Fax: (305) 756.8972 INSPEC • P3 13ER: (305) 762.4949 Permit Type: BUILDING ROOFING...) Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Email 4 24 4qt> 2)117 hone # Zip Phone # Job Address (where the work ia being done) City Miami Shores ilia • e County „,1 i mi -Dade Zip rr FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor' ddress • City Flood Zone State Qualifier Name ►7 1? /1/7 y State Certificate or Registration No. C G C )2 Certificate of Competency No.� Zip ; Phone # Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permi,t $ Square /Linear Footage Of Work: Type of Work: ❑A• • lion Describe .ork: k Ur Alteration New ❑ ,Repair/Replace olition .,n Permit Fee $ JJ CCF $ C Training/Education Fee $ Technology Fee $ DPBR $ Bond $. Violation date: Total Fee Now Due $ (15.00 • Scanning $ L" Double Fee $ Structural Review. $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise. in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen e of such posted notice, the inspection will not be approved and a reinspection fee will be charged., Signature Signature Owner or Agent Co i + 'tor The foregoing instrument was acknowledged before me this The fore in instrument was acknowledged before me this day of , 20 , by , day of , 261 _, by Oofirnarl. aerP01.5 who is personally known to me or who has produced who is personally known to me or-who has produced f'L` D' j As identification and who did take an oath. 0.32. (o 0 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission ***************************************************** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** > * * �r * **** * ** APPROVED BY ,/ %hj .e / °( 27`0 9 5h" Gns Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked blocdoq NVNINchn nowan Al) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICAT FBC20 Permit Type: BUILDING RO Owner's Name (Fee Simile Titleholder) Owner's Address �\ City 4A l < ,,. � �� ; State Tenant/Lessee Name Permit No. ec.--0-114, Master Permit No. Phone # J tkc D Vk O Email Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Zip Qualifier Name / Phone # State Certificate or Registration No. 06C—it "� Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Flood Zone Value of Work For t ermit $ Type of Work: ❑ Describe Work: Square /'Linear Footage Of Work: New A ❑ Repair/Replaoe CI Demolition U4 e * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** * * ** Fees * * * * ** * * * * * * * * * * * * *x * * ** * * * * * * * * * * * * * * * ** CCF $ C Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 15. a`-) Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ 68 1 (Iiw ` I/O y , ft Total Fee Now Due $ �q5 See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building perm i i `. d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature Owner or Agent The foregoingtrument was acknowledged before me day of S , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature G Contractor �p this '294- 14- hThe foregoing instrument was acknowledged before me this`' ` day of SeVE ,20 ",'nyA) ar00,1 02 erngt' who is personally known to me or-who has produced I L / 1�(_ 32-1/4" 0 as idekntification and who did take 4 _ NOTARY P. ;Sign: Sign: Print:' Print: My Commission Expires: APPROVED BY //4/t- 13i /O9 S d ans Examiner /,i9. (97 (Revised 07 /10 /07XRevised 06/10/2009) My Commission Exp * * * * * * * ** Zoning r Clerk checked Miami Shores Village Building Department 10050 N.E 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING' Owner's Name (Fee Simple Titleholder) BP- Owner's Address e ) 1 \ „ City � , 1 , �„ � State Tenant/Lessee Name Email Permit No. e C- i ✓1.0" VI, Master Permit No. f<r Phone # Zip Phone # Job Address (where the work is being done) j V l �U• 63f' 4V;.-E17 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone I Contractor's Company Name r • i � 1 F' one zip s3 1 5 O Contractor's A dress 1 In'-O City State Zip 3' i�3 f gr-0 Qualifier Name N t fA ,4 t (21 & i z1 Phone # Str (, .j State Certificate or Registration No. cC,. C7t j fete of Competency No. 3 os----10L, orl Contact Phone ' 4 r4,513 &mail 1/A7 dill) A!AA (7 , C-av -1- '06[04 _ Architect/Engineer's Name (if a Fk Value of Work For, Type of Work'; Descri Phone Square / Linear Footage Of Work: [Dew Q Repair/Replade ********* * * * * * * * * * * * * * * * * * * * *,* * * * * * * * ** Fens************* ** * * * ** * * * * * ** * * * * * * * ** * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC .$ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Total Fee Now Due $ qc.00 Structural Review. $ 66,-i't► See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address p , City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC ti OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be. done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN , YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR ' PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition, to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien, law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent I Contractor The foregoing instrument was acknowledged before me this The fo ..o' g ins i en .was acknowl dged before me s d a y of 20 _, by day of.° A ` J t 9 20 0C1 b y who is personally known to me or who has produced who is . pe sonally known to me or who has produced As identification and who did take an oath. as id oaf ccation and who did take an oath. a ^mac, NOTARY PUBLIC: NOTARY PUBLIC:' P .: Sign: Print:. My Commission Expires: My Commission Expires: ************************************************************* * *,* * * * ** * * * * * * * * * * * * * * * * * * * * ** APPROVED BY I* 9' Z /Z��9 Sind1l� plans Examiner a 4 ' '-/��? Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. re[ /0 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING RO Owner's Name (Fee Simple Title .lder) Owner's Address City VIV/1/0--41Vi. Tenant/Lessee Name Email FING P one # State t Jr- OW Zip Phone # Job Address (where the work is being done) I D c 1 `� qf City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip Contractor's Company Name Contractor' Address 11 [mil) i City "1 MI A i Sta Zip .. J 1 Qualifier Name k .� G tic Phone # "� P� D I Z� State Certificate or Registration No. C 6 c 1 j 7 0 Certificate of Competency No. Contact Phone E -mail D Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ii 7) Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alter tion ❑ ❑ Repair/Re lace ❑ Demolition /f Describe Work: N L \ v.1.��6ti.�.v� �' I- v ** * *** * *x * * * * * * ** * * ** *************Fees******************************************** Submittal Fee $ Permit Fee $ CCF $ COteC1-- Notary $ Scanning $ INfs.no Training/Education Fee $ Radon $ DPBR $ Technology Fee $ Bond $ Double Fee $ hat Violation date: Structural Review. $ hat iv Total Fee Now Due $ 153400 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY 77/3 -C 8 %i8lo (Revised 07 /10 /07)(Revised 06/10/2009) Plans Examiner Zoning engineer Clerk checked Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 al..COI Parcel Number PROVED Expiration: 1 2 0 Applicant 1051 93 Street Miami Shores, FL 33138- 1132050150090 Block: Lot: BRIAN & STACEY LEVY Owner Information BRIAN & STACEY LEVY Address 1051 93 Street MIAMI SHORES FL 33138 -2938 Phone Cell Contractor(s) Phone Cell Phone INTERNATIONAL CONSTRUCTION AS (305)300 -1258 Valuation: Total Sq Feet: Approved: Yes Comments: APPROVAL DOES NOT INCLUDE BASKATBALL COURT. Date Approved: 2/12/2009 : Yes Date Denied: Type of Construction: ADDITION Stories: 1 Front Setback: 26'10" Left Setback: 10 Bedrooms: 3 Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior. 0 Rear Setback: 26'2" Right Setback: 10 Bathrooms: 2 Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Contractors Bond CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Work without Permit Fee Total: Amount $300.00 $100.80 $150.00 $4.71 $33.60 $5.00 $5,040.00 $60.00 $60.00 $60.00 $4.71 $45.00 $250.00 ($250.00) $126.00 $5,040.00 $11,029.82 Invoice # RC-2 -09 -33950 RC -2 -09 -33950 Check #: 3578 Total Amt Paid Amt Due $ 11,029.82 $ 250.00 Vto $ 11,029.82$ 11,029.8: $ 0.00 Bond #: 1865 $ 168,000.00 942 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final Building Second Floor Slab Second Floor Tie Bond Beam Final PE Certification Shutter Final Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Floor Trusses Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Shutter Attachment Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Stem Wall Footer In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date June 26, 2009 1 Miarni Shores Viiiage &Aiding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 12-C -- \/(4 DATE: t % Old M I, 141 xl Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and o e Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building De • . rlment to M. • • • mining process. ikV Acknowledged by: tai _► PERMIT CLERK INITIAL: K.} RESUBMITTED DATE: 1012-i (o-y PERMIT CLERK INITI Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 49'2-1 49 Job Name L -'v r Date 9 /21 l V STRUCTURAL CRITIQUE SHEET Y e r i f y Araitec-if e vim Gvr4ie /s £V q1 r cV15e du/9s 4 4/1_517 eel5 01, t- C1‘ a ge -suyl pyl t`>F Dj arch //a G,X 7/' prt cr f .3'zbmj1-1-a/ h 17e 14 Permit No: 09 - .2/6 Job Name: , 2009 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -216 Job Name: June 11, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 3rd The plans and the survey do not match. The plans show ae flood zone and the survey shows x. The house is located in an AE -8 Flood Zone and must comply with all flood criteria. Provide a completed elevation certificate using the new FIRM panels. 6 3 Provide the wind load design criteria. Provide a shoring detail for all areas for temporary shoring. 44 Provide a statement of design bearing capacity. e The plans show an identification SH- what does this refer to? Provide a statement of masonry design. Design must be based on ACI 530 or code prescriptive. Provide a special inspector form for masonry. 2copies required. Provide truss engineering. Provide a letter of retention for the supervision of erection of trusses. Each roofing member must have the required connection identified. The connection must include strap to be used, size and number of fasteners, uplift, and capacity. 0 Y 1) Provide a detail for roof sheathing. Plans show 1x6 and 5/8 sheathing. Provide a detail that shows material, fasteners size and number. (Several details have been provided, some show 8d nails some show 10d nails, please remove or change all details that show 8d nails, they do not meet the code requirements. Provide product approvals for all windows and doors. The designer of record must review and sign approved all product approvals and shop drawings. Provide a roof permit application and a high velocity roofing application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in there- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Miami Shores Viiiage Building Department Permit No: 09- _ 208 Job Name: ` 9:-// , 2009 BY: Building Critique Sheet iA r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 serge 1 of 1 Plan review is not complete, when all items above are corrected, we " t 4 a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Job 8-10-09A Truss HH2 Truss Type ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 Qty 1 Ply MR. LEVY 1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Feb 02 09:54:44 2010 Page 1 lb &LAW cA sit 1.40 wi 13tesdAP, LOADING (psi) TCLL 30.0 TCDL 15.0 BC LL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004fTPI2002 CSI TC 0.56 BC 0.46 WB 0.41 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (10c) I/deft LJd 0.09 7-8 >999 240 -0.15 7-8 >732 240 0.02 6 fl/a. n/a PLATES MT20 GRIP 244/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (Ib/size) 6=583/Mechanical, 2=765/0-8-0 Max Horz 2=97(LC 2) Max Uplift6=-349(LC 2), 2=-668(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-1638/800, 3-4=-1658/976, 4-5=-16581976, 6-6=-499/337 BOT CHORD 2-8=-788/1651, 7-8=-780/1676, 6-7=-191/318 WEBS 3-8=0/120, 3-7=-200/84, 4-7=-298/285, 5-7=-804/1373 Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installedduring truss erection, in accordance with Stabilizer Installation uide. NOTES 1) Wind: ASCE 7-02; 146mph (3-second gust); TCDL=6.0psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.00 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 Ib uplift at joint 6 and 668 Ib uplift at joint 2. 5) Girder carries hip end with 0-0-0 right side setback, 3-0-0 left side setback, and 3-0-0 end setback. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 51 Ib up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-106(F=-16), 2-8=-20, 6-8=-24(F=.4) Continued on page 2 1=XISTINCa ROOF TRUSS (1414-2) CONE PLY) 1a 1' -6' 6' PROPOSED 2x6 ELEVATION DETAIL 1a 2 $4s' CDX PLYWOOD SCABS (ONE AT !AC14 SIDE) WITH 1Cd NAILS AT 4' O.C. 111-2 CI PLY) ROOF TRUSS ELONGATION FOR: BYRON Mrs RESIDENCE 1051 N.E. 93rd STREET MIAMI FL SECTION - A -A f pi- tLI,l COMM EMMA PA. CML ! EINEC11r>I AI. P&. X244 Ea Oi0i0M 1220 &at 39th TERRACE MIAMI, FLORIDA 33139 TEL - (303) 2624228 FAX- 5091262 -2014 Building Official Miami Shores Village Building Depatment 10050 NE 2nd Avenue Miami Shores, FL 33138 Q7')./‘ MULTI ;PAM TFUC:T1JRJ L ENGI NEE F'!NG CONSULTING - HGFEC TIC N NE PAL ,rare :::T!7R: C CC:151OE El MASONRY WALL SYSTEM RE: Addition to Residence 1051 NE 93 Street Miami Shores, Florida Permit Number: RC 09 -216 Dear Sirs, November 20, 2009 As per your request and authorization, a representative of Multi Span Structural Engineering, Corp. has inspected the Addition Residence at the above, referenced property. It is our professional opinion that Engineer Unit Masonry System including but not limited to: concrete footing reinforcing, concrete columns reinforcing, filled cells reinforcing, concrete beams and tie beams reinforcing, concrete pour, mortar, steel connection ect. have found it to be in compliance with the approve plans and the FBC. Multi Span Structural Engineering, Corp. appreciates the opportunity of assisting you in this project. If you any question or if we may be of further assistance, please call us at (305) 305 5631. Respectfully Submitted Multi Span Structural Engineering, Corp. Vic me Franco Professional Engineer No. 62531 State of Florida 1776 NW 8=1 LN 45 DORAL FLORIDA 33178 PH: 305 - 305 56 31 FAX: 305 -885 20 10 MULTI -SPAN STRUCTURAL ENGINEERING Corp. CONSULTING - INSPECTION Vicente Franco P.E. Lic. # 62531 State of Florida Report # 001: August 4, 2009 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: August 4, 2009 (5 pm) Weather Conditions: Good Temperature: 90 Precipitation: None STRUCTURAL INSPECTION: Wall Footing Reinforcing and Isolate Footing Reinforcing: The bottom bars in the Walls Footing (short and long bars) are correct. The top and bottom bars in the Isolate Footing are correct. - The dowel bars in Conc. Tie Col. are correct. The dowel bars in fill cell (masonry) are correct. APPROVED Note: Inspections according to dwg S -1. Inspector's Signature. 'cardo Perez Date: August 4, 2009 MULTI -SPAN STRUCTURAL ENGINEERING Corp. CONSULTING - INSPECTION Vicente Franco P.E. Lic. # 62531 State of Florida Report # 002: September 12, 2009 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: September, 12 2009 (10:30 am) Weather Conditions: Good Temperature: 90 Precipitation: None STRUCTURAL INSPECTION: Masonry Reinforcing and Conc. Tie Col. Reinforcing: The verticals bars and splice in the 8" CMU Bearing Wall (fill cells) are correct. The verticals bars and splice in the conc. Tie Col. are correct. APPROVED Note: Inspections according to dwg S -1 Inspector's Si Date: September 12, 2009 MULTI -SPAN STRUCTURAL ENGINEERING Corp. CONSULTING - INSPECTION Vicente Franco P.E. Lic. # 62531 State of Florida Report # 003: September 25, 2009 City Miami Shores Threshold Building Structural Inspection Report Location of Project.: Addition Residence 1051 NE 93 Street Inspection Conducted by: Ricardo Perez Date: September, 25 2009 (10:30 am) Weather Conditions: Good Temperature: 89 Precipitation: None STRUCTURAL INSPECTION: Conc. Roof Tie Beam Reinforcing and Conc. Roof Beam Reinforcing: The horizontal bars, closed tie bars, adds horizontal bars in conc. drop over opens and splice bars in the Conc. Roof Tie Beam and Conc. Roof Beam are correct. APPROVED Note: Inspections according to dwg S -2 and S -3 Inspector's Signatur :,1(t ardo Perez Date: September 25, 2009 PERMIT #: 2! l�l� Miami Shores Village Building Department RECEIPT ontractd r ❑ Owner ❑ Architect -E P1-6:1U-C4- CIP w r,\ la [� Picked up 2 sets of plans and (other) P (\ J Address: l D 5 ( iv 3( G( From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: Oa. l 174-Acknowledged by: PERMIT CLEARK INITI RESUBMITTED DATE: PERMIT CLEARK INITIAL: ( Permit No: 09 f Job Name: 9-/% , 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 106436 Permit Number: RC -2- 09-216 Inspection Date Derr�be. Inspector: Dacguist , Da Owner: LEVY Job Address: 1054 N Mia Project <NONE> Contractor: INTERNATIONAL CONSTRUCTION ASSOCIATION INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number Parcel Number 1132050150090 Phone: (305)300 -1258 Building Department Comments DEMOLISH THE FLAT ROOF PORTION ADD 942 SF OF LIVING SPACE, STORAGE, PARKING ETC Oil j1 Passe // Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 December 02, 2009 Page 1 of 1 SKETCH OF SURVEY (0 O FlP° 146.80'R &FM 0.55' 1 ' 1 I'I C-7-) 0.25' C C=) DJ nn C/7 C/7 O to tr 0 an h1. FlP 2.15' CONC. I 20.0' 25.65' CONC. CONC. .��h o P IP �'�' SCALE: 1"=30' RP 4' C.LF TYP. PL 21.40' 24.50' 0 OAK 33= ±2' H=±50' S=±40' 5'SDWK U W, CONC. 24.3' 13.70' (4 .35' 4.1 c,, ct T L X9.35; POOL • N.: 58.40' RES. # 1051 1- STY.CBS F.F.E. = 10.47' UNDERCONSTRCIION 13.30' M 162.72`R OAK 0 = ±4' H = ±60' S = ±100' ."�� T -91 26.75' 0' 0 3.70' — ,TIC TAW 7.0'X35 14.75' ► .— 05' ctfi CONC.` 10.7' CO FlP 3s 'off 162.54'FM V f -- -11' C/L NE 93rd STREET 16.5' ASPHALT PAVEMENT 7 r� NOTES: 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' FLLI NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. LV • tt co tn d ►4 13' ASPHALT PA 25' D4 0th COURT AS PER PLAT 50'R /W BY PLAT FOR: LEVY BRAYAN ADDRESS: 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DATE 06 -27 -2007 LEGAL DESCRIPTION: LOTS 16,17 AND EAST 40.00 FEET OF LOT 15 IN BLOCK 2 OF *BELVIDRE PARK* ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REVISIONS: UP -DATE AND SEPTIC TANK LOCATION 06 -11 -2008 CORRECTED FLOOD ZONE AND BASE FLOOD ELEVATION 03 -02 -2009 UP -DATE SURVEY 11 -17 -2009 JOB No.: 0627071 LOCATION MAP (NTS) NE 94th STREET NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK = SIDEWALK, CLF =CHAIN UNK FENCE, PL= PROPERTY UNE, N/D =NAIL & DISC, IP =IRON PIPE, F= FOUND, STY = STORY, A /C=AIR CONDITIONING UNIT, PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, W/F =WOOD FENCE, RES= RESIDENCE, IR =IRON ROD, CONC= CONCREIL, R /W= RIGHT -OF -WAY, C /L= CENTER UNE, (TYP)= TYPICAL, (FM) =FIELD MEASURED, (C)= CALCULATED, (R)= RECORD, C /N= CUTNAIL, R/N =ROUND NAIL, N/TT =NAIL & TIN TAB, S=SET, FFE= FINISH FLOOR ELEVATION, O /S=OFF SET, P/P =POWER POLE, L /P =UGHT POLE, W/M =WATER METER, C/B =CATCH BASIN, PB =PLAT BOOK, PG. =PAGE, NTS =NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PCC =POINT OF COMPOUND CURVE, POC= POINT OF COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING, BLDG= BUILDING, EASM'T= EASEMENT, UT EASM'T= UTIUTY EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C/F= CONCRETE FENCE, HYD= HYDRANT, 0= DIAMETER, H= HEIGHT, S= SPREAD WV =WATER VALVE. SURVEYOR'S OTES: 1) FEMA NAP FLOOD ZONENX; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CUENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBUC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED 7) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER 1 HEREBY CERTIFY THAT :THIS "QOtittpi R1` S0 11AVfY'' MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESIOIIAI: S'UI2VItYOIRS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SEfrT'ON•472. )2 %'FIZ3FlDyq.STATUTES. FREEDOM OF.LAND CARP • Su rveyin '. Br.v'ues , • 7575 W. FLAGLER STRESS!', sun i07 • MIAMI, FLORIDA 33144 305.266.4451 FAX 305.2 2.5107 / 11511 • • FLOOD INFORMATION cwMUNITY: 120652 PAVEL• 12025C0093 ;• SWF'X: J FLOOD ZONE: AE -8 BASE FLOOD ELEV: 8.00' • DAATE OF FIRM: 07 -17 -95 • • • ••* a i • i • •• •• • • • •• •• ••• • • • ••• • • QUE : . SADA ed Lan Sur$eyor No.5133 STATE OF FLORIDA `,./.1,am. Shores Village. APPPOVED ZONING DEPT BY SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RU' ES AND REGULATIONS •• • 1 • • • • • 00* • • • • ••• • • • • •• • s• • • • • • • er-7 0 4: • • • • • • • • • •• • • • • • • •• • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • 0 • •• 1-11;1W .N * Miami Shores Village V 00{WVAK ill BUILDING , . PERMIT APPLICATION FBC 2004 k� L `� Avenue, Shores,.Florida33138 �y 1 0050 N.E.2nd Avenue, Tel: (305) 795.2204 Fax: (305) 756.8972 r..3 1613 BY: ...r �... — Permit No. f tL O ' ORO Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) J b1.(SIN 1 V y Phone # 30S-- & t L -60761 Owner's Address 2P11 it it t3D1 City $01.WOOL State h, Zip j3J5V Tenant/Lessee Name Phone # Job Address (where the work is being done) 1051 4e- 9 s 5112Z_ET City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# 11-- 5205 - ®1 -0 090) Is Building Historically Designated YES NO t/"' Contractor's Company Name e Mt LO i Contractor's Address 1 .f.0 City 1) e -IN 4'd State Zip Qualifier Name peyew/4 *L5 Phone # 3 Dr-- 31 % 'SI5 State Certificate or Registration No. (C G CA I j. / ? 6 Certificate of Competency No. Architect/Engineer's Name (if applicable) ..PE Iv eSL C) q re / Linear F Value of Work For this Permit $ Phone #' SOS GC:a. go t tage Of Work: 942 S.r. Type of Work: 1 Addition ['Alteration ['New \ ❑ Repair/Replace „,Demolition Describe Work: 138.1....40L.1 SH `r'f°i E FLAT 12.6or, f;t1Z-TT 10& 1 .41 tX 942 , ToP.. .q g, FAaIe 1 u q ETC_ a x * **** x�xxa*x*** *xxx *** * *** * * ** Fes ** ***x****** *xx** * * * *** v 1 P V xa� �x�x *�x�x�x *�xa� a� Submittal Fee Permit Fee $ SV 7 � CCF $ ' ' 1 cc /S:619 Notary $ 5 Training/Education Fee $ LAI 1IJ Technology Fee ' =� • _ _ _._ Scanning $ �� � I I' Radon $ 4-11 DPBR $ 411 ` Zoning 'n $ g $ f ero Bond $ !� 1 QUA Code Enforcement $ �/ (Double Fee $ �) �jn Structural Review. $ ∎� • O6 4. 601K-0 `f 6O." ''f"f8�. �' Total Fee Now Due $ �Q)1 ' D% See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued.' In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrumentknowledged before me this d of if i /A.) 0V , 20( y Signature *)c Contractor The foregoing in ment was acknowl . ged before me] isl day of ,20�,by �1 / �+� ho is personally known to me or who has produced who is s a rsonally know p to me or who has produced As identification and who did take an oath. 6c NOTARY UB IC: entification and who did take an oath. OTAR UBLIC: Sign: Sign: Print: �/ ' / �5� Print: ,,,�� a "..,, MARY Y. DUSSAN `� o`' •��� My Commission Expires: r ti'i' ii 's. My Commission Expires: �� f*: Commission OD 648122 n ;vim 1 * d= ** � �i:stan:e830.3 5-701 �x i< �x *�x* a a * x�x�x* * �x�x •x* * *�x�x�x +x �x�x::46)***** Bor. d Tleu Troy Fein instance 800.3&'-7019 si���p „�• � Okclecb4s, APPLICATION APPROVED BY: 426.- -.0, 7,8A 4 Jey ,s, J/(Cy . Plans Examiner Engineer (Revised 07110107) Zoning IMPACT FEES gt4tatealrifif , A , • AftrrIcrivairmwv-w Wog*, *ante ParsalMa. thatia*aaagtaa Mitgaliahte itteaPedY afatellit e Diset. 11) 141- tie • 1 -Klag-osqg 06C-1 CASTini Aibirrian Irletseintralfteiwie-m ova kiA, I 051 P.• • b. intefastialiteepatIK-. . Nam taming= Sialtecad addraelc it. Plaintiitzetitar a. Namiald ma'am aVi11946144641—i-e-0, tam* thAmaaarana: off' . C. Ptariciumeer alketlismiswaiirk -r .narition IL Lander ikietailise efts= tt ittneeintentbsc 11111111111111111111111111111 CFN 21009R0 12183 9 OR Bk 26751; Ps 0329; Ups ) RECORDED 02/19/2009 120124 HARVEY RUVIHy CLERK OF COURT MIAMI-DADE COUNTY FLORIV LAST PAGE ,aitaliaacrealanot • los, c6fice33/68 or15 A1I eT- 6f- 0 6114, iardee 1 ) 4 , 5 6 r . m i 606 6'itCr_e5 1&) vlturez, F- - • Slated fitaktooksksatbi Oblowspoendsimioticesorattiervents pay bt ' 5/ 26 soo--/A -.4,kiaiaorniaitabon.th,4dee. b-er4 4-.64,6 r)ot) 156e,406erl mi-fami 64w ot,e go %to c -b'lig Wiitinsittedgmetigaineentemedehits491**0 dews verremilitodedect oseditteeena edit:made* is 112E.141:.:., • - Jere MOMS "ME SY ME OMR AMR VIE BMW* OF US AMA OF ammo ,are WM CHAPTER rta• MT Is OMB WATS. OATCMOURS Y011t PAWN MOE FOR ONFROVIOMPTIS TO WAN 1PRAWERTY. A Abdedbiodalbarlbiddrint AMOROSO AND PORTED ON 1NE STA ME WORE US FIST iteffOldat FONVIOMON COMMIX Me TOUR MIER OR A* ATTORNEV *FORE • YOURN0110110121)01emmaKilff. • 45An X • 010tinfirs11000101* imeamog k of isoculot MELVIN B. PRINE 4, MY COLUSSION 8 00129871 EXPIRES: February 27, 2012 Bated Tin Bixiget Notary Services et VP*.creinagseemathoteivil Knottettioterg Pans ,Maditntlumber • Moos* Kuno __At Radom, Itotighltort * -7 V-1.4 ;5163,Q • * . — uftee-r;faismaree atop% "InagessuallastanlaBbitarabis Id Oil Abe bad eta tablakat cad tat the Ante *dad de it are bud al Sy 87, C;C:JATY ClY DAL thioN tru y of Me orir Or! (-76 isy of • 4( yor county Courts D.C. CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: f / i PERMIT # (2 C Q - /(0 ADDRESS: / Q5/ ' 1 i° Q� ° ° �1 NY) ° ff5 :56 J O FOLIO NUMBER: 11 -C6-06-000 )FLOOD ZONE: ,1t BASE FLOOD ELEVATION: g FREEBOARD: 0 EAST OF FL.CCCL: /(/() COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 111,, (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRU TURE (attach appraisal): OWNERS SIGNATUR PLAN REVIEWER: PLAN REVIEWER SIGNATURE: 11 -12 -08 DATE: Miami -Dade County Florida NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSME SEE REVE!?SE SREIE C ll�PO RWAHT ENE', z6lfipi � E9 11-3205-015-0090 MIAMI SHORES 1100 105391 729,473 Mailing Addren BRIAN MICHAEL LEVY 1051 NE 93 ST MIAMI SHORES FL 33138 Miami -Dade School Board School Board Operating 7.53300 729,473 School Board Debt Service 0.26400 729,473 State and Other Florida Inland Navigation Dist 0.03450 729,473 South Florida Water Mgmt District 0.53460 729,473 Everglades Construction Project 0.08940 729,473 Childrens Trust Authority 0.42120 729,473 Property Address 1051 NE 93 ST Exemptions: NONE Miami -Dade County County Wide Operating County Wide Debt Service Fire Rescue Operating Fire Rescue Debt Service Municipal Governing Board Miami Shores Operating Miami Shores Debt Service 4.83790 0.28500 2.18510 0.04200 729,473 729,473 729,473 729,473 7.63510 729,473 0.65780 729,473 5,495.12 192.58 25.17 389.98 65.21 307.25 3,529.12 207.90 1,593.97 30.64 5,569.60 479.85 BILL REQUESTED BY BANK OF AMERICA % HOME FOCUS MTG CO # : 299 COMMENTS Your tax bill has been requested by the above noted mortgage service company for payment Florida law requires mortgage service companies to make early payment for maximum discount, if sufficient funds are maintained in your escrow account. BRIAN MICHAEL LEVY 1051 NE 93 ST MIAMI SHORES FL 33138 Combined taxes and assessments $17,886.39 ' 4% Discount for November $17,170.93 r 11- 3205 -015 -0090 FOLIO NUMBER 1051 NE 93 ST PROPERTY ADDRESS if you no longer have an escrow account and are responsible for paying these taxes, you may detach this portion, mail or visit one of our office locations listed on back. Make check payable to Miami -Dade Tax Collector, 140 W. Flagler Street, Miami, FL 33130. Your payment must be made prior to December 1 to obtain maximum discount LEGAL DESCRIPTION 5 53 42 BELVIDERE PARK PB 16 -71 E4OFT LOT 15 & ALL LOTS 16 & 17 BLK 2 80033 11320501500900 0001788639 0000 0000 0000000 0000000 00350 4 Brian & Stacey Levy 1051 NE 93rd Street Miami Shores, FL 33158 305 - -364 -6079 FEB 2 5 2009 BY: 1A-1J P.COC1 a►(o . February 18, 2009 To Whom It May Concern: In regards to the above property address: For the purposes of applications for building permits, we assign Norman Remais as the owner's authorized agent. If you have any questions, feel free to call. Thanks, ig MARY Y. •, ' Commission DD 648122 AW4, 2011 TrayMbsonee104857018 Print FOLIO 11- 32- 05- 015- 0090 CO-USE 1 / RES SINGLE FAM ZONING 14 /SFM3001 TO 3250 ST -USE 1 / RESID SNGL FAM DADE COUNTY PROPERTY PADDR 1051 / NE / 93 / ST PCITY MIAMI SHORES SUBDV BELVEDERE PARK LIEN? TAX CRT? LIS PEND? PZIP CD 33138- 2938 UPDATE 03/10/09 OWNER NAME & ADDRESS LAST LEVY FIRST BRIAN M OTHER FRONT FT LND SQFT $/LANDSF OADDR 1051 / NE / 93RD / ST OCITY MIAMI SHORES FL OZIP CD 33138 COMPANY 36 DEPTH FT 17,437 LND ACRE $ 51.00 $ /ADJSF LAND INFORMATION 155 LOT 15 BLOCK 2 0.40 WATERFRONT $ 360.890 $/TOTLSF $ 360.89 PBK -PG 16-71 OR BK -PG AV RATIO 1.23 BUILDING INFORMATION ADJSQFT 2,480 BEDROOMS 2 TOTSQFT 2,480 BATHRMS 2 NUM UNITS 1 HALF BATHS YEAR BLT 1951 NUM FLRS 1 LEGAL DESCRIPTION 4 BLK 2 5 LOT SIZE IRREGULAR 6 OR 18248 - 1968 08981 1 55342 2 BELVIDERE PARK PB 16-71 3 E4OFT LOT 15 & ALL LOTS 16 & 17 ASSESSMENTS (2008) Land $ 360,450 Impry $ 369,023 Total $ 729,473 Prev $ 314,705 MilRt 24.52 TAX & ASSESSMENT INFORMATION DISTRICTS EXEMPTIONS Water N Homestd N Widow N Road N Veteran N Disabld N Sewer N Exempt N Senior N Light N School N Exmpt Markt Val $729,473 NonEx $ 729,473 Page 1 of 1 AUTHORITY / TAX AMOUNT(2008) COUNTY TAX $ 11,837 CITY TAX S 6,049 MISC TAX GROSS TAX $ 17,886 PREY TAX $ 6,941 PAY DATE #1 11/25/08 #2 #3 #4 #5 TAX PAYMENT INFORMATION AMOUNT PAYMENT DESCRIPTION TOTAL PAID $ 17170.930 FULL RE PAYMENT $ 17,170.93 BALANCE DUE $ 0.00 TOTAL TAX DELINQUENT SALES INFORMATION DEED RECORDED CURR 03/26/07 04/04/07 PREV 08/03/98 08/03/98 EARL 08/01/93 PRICE $ 895A011_ $ 312,000 D-TYPE OR BK BG 25503 -2260 WR 18248 -1968 16087 -3033 SRC S -TYPE & DESCRIPTION D M / GOOD SALE C 4!ESTATE&PROBA MLS 03/27/07 $ 895,000 MLS HISTORY MLS# M1115066 BROKERMONI01 MORTGAGE INFORMATION MORT -DATE 03 /27/07 A/C PATIO OTHER AMOUNT $ 716,000 MORTGAGE COMPANY BANK OF AMERICA M -TYPE & DESCRIPTION CO / CONVENTIONAL EXTRA FEATURES CPORT POOL DOCK FENCE * *Information not warranted. Information herein is from Dade County.** rTax Rolls. MLS subscribers are not responsible for its accuracy. V Qooi ( / ie.64 g o,,,,d) /10 cam http:// sefmlxchange. com/ 5. 0. 05 .46 /Search/PrintPreviewDlg.asp 06/013/09 6/8/2009 Print FOLIO 11- 32- 05- 015 - 0090 CO -USE 1 / RES SINGLE FAM ZONING 14 / S FM 3001 TO 3250 ST -USE 1 / RESID SNGL FAM LAST LEVY FIRST BRIAN M OTHER FRONT FT LND SQFT $/LANDSF DADE COUNTY PROPERTY PADDR 1051 / NE / 93 / ST PCITY MIAMI SHORES SUBDV BELVEDERE PARK LIEN? TAX CRT? LIS PEND? PZIP CD 33138- 2938 UPDATE 03 /10/09 OWNER NAME & ADDRESS OADDR 1051 /NE/ 93RD /ST OCITY MIAMI SHORES FL COMPANY OZIP CD 33138 36 DEPTH FT 17,437 LND ACRE $ 51.00 $ /ADJSF LAND INFORMATION 155 LOT 15 BLOCK 2 0.40 WATERFRONT $ 360.890 $/TOTLSF $ 360.89 PBK -PG 16-71 OR BK -PG AV RATIO 1.23 BUILDING INFORMATION ADJSQFT 2,480 BEDROOMS 2 TOTSQFT 2,480 NUM UNITS 1 BATHRMS 2 HALF BATHS YEAR BLT 1951 NUM FLRS 1 LEGAL DESCRIPTION 4 BLK 2 5 LOT SIZE IRREGULAR 6 OR 18248 -1968 08981 1 55342 2 BELVEDERE PARK PB 16-71 3 E4OFT LOT 15 & ALL LOTS 16 & 17 ASSESSMENTS (2008) Land $ 360,450 Impry Total Prev M�7IRt $ 369,023 $ 729,473 $ 314,705 24.52 PAY DATE #1 11/25/08 #2 #3 #4 #5 #6 TAX & ASSESSMENT INFORMATION DISTRICTS EXEMPTIONS Water N Homestd N Widow N Road N Veteran N Disabld N Sewer N Exempt N Senior N Light N School N Exmpt Markt Val $729,473 NonEx $ 729,473 Page 1 of 1 AUTHORITY / TAX AMOUNT(2008) COUNTY TAX $ 11,837 CITY TAX $ 6,049 MISC TAX GROSS TAX $ 17,886 PREV TAX $ 6,941 TAX PAYMENT INFORMATION AMOUNT PAYMENT DESCRIPTION TOTAL PAID $ 17170.930 FULL RE PAYMENT $ 17.170.93 BALANCE DUE $ 0.00 TOTAL TAX DELINQUENT DEED RECORDED CURR 03/26/07 04/04/07 PREV 08/03/98 08/03/98 EARL 08/01/93 SALES INFORMATION PRICE D -TYPE OR BK -BG $ 895,000 25503 -2260 $ 312,000 WR 18248 -1968 16087 -3033 SRC S-TYPE & DESCRIPTION D M / GOOD SALE C 4 /ESTATE &PROBA MLS HISTORY MLS 03/27/07 MORT -DATE 03/27/07 $ 895,000 MLS# M1115066 BROKER MONI01 AMOUNT $ 716,000 MORTGAGE INFORMATION MORTGAGE COMPANY BANK OF AMERICA M -TYPE & DESCRIPTION CO / CONVENTIONAL EXTRA FEATURES A/C PATIO OTHER g9� 11 CPORT POOL DOCK FENCE " *Information not warranted. Information herein is from Dade County'* Tax Rolls. MLS subscribers are not responsible for its accuracy. ,ego $62631 http: / /sef.mlxchange.com15.0. 05.46 /Search/PrintPreviewDlg.asp 08108109 6/8/2009 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Dement A101 dard Form of Agreement Between er and Contractor Where the basis of payment is a 577PULATED SUM 1977 EDITION D0aINBVT HAS IMPORTANT LEGAL CONSEQUENCM CONSULTATION WITH A N A T T O R N E Y 1 5 E N C O U R A G E D W H Y R E S P E C T 70ITS COMPLETION OR NODIRCATION Use only with the 1878 Edition of AMA Document A201, General Conditions ditto Conrad for Construction This document has been app road and endorsed by The Associated Genera Contactors of Ametica AGREEMENT made as of 189, day of December in the year of Two Thousand and Eight BETWEEN the Owner Stacey and Brian Levy having an address a t : 291 Bat Bay;Drive 8307, Bai Harbour, Florida 33154 having a Tel: 954 914 1052 and Fax: 305 8610744 and the Contractor: International Construction Ate, Inc. (State 180 Tel: 305 2260) and having an address at:1 N E �' ' Ave, Suite 718, Aventura, Florida 33 Fax: 305 9311062 at 1051 North East 93'i Street, Miami, Florida 33138, TheProjectAddiEions and Remodeling at 5-1, S-2, S-3, S-4, �, gg 9-5-07, ��� to Drawings and A-8, A-9, A-10, an Dated 4-3048, and A-11, A -'t2, and Architectural Sheets A -1, A -2, A-3, A-4, A-5, A-6, A-7, , Dated 5-20-08 and Mechanical Sheets SP -1, M-1, ��R1, and Planners, 5845 N Kendall Drive, Miami, Florida The Architect Jose De Vivero + Associates 33156 Tel: 305 662 8018, and Fax: 305 662 3946 The Owner and the Contractor agree as set forth below. MA © • THE AMERICAN INSTITUTE OF ARCHITECTS,, 1735 NEW YORK AVER W ,wASHINGT 0. C. 20006 A1O1 -1877 ®'1977 • THE AMER TILL THE CONTRACT DOCUMENTS Agreement, the Conditions of the iaft�rcon of of this Agresrn to and if �� or The Contract mum g�tions, all Addend issued Cpntrai to this 1A Conditions }, Contract, the and alt am u ents in Arbcle ?, GOMM editions refer to thirepeated �ln. An entuneration of the Contract Documents Document A201 -1997. DTI -1 THE WORK pocuments for completion � the The Contractor s� prom all the Work required by the shown in the Drawings of a Single Famlhl enumerated herein to an Additions pc and Remodeling in Schedule A attached as e� New ed materials and and Specifications and North Est Allowances Stream Florida 33138, with First-class completed rk a tfOrth all required Permits workmanship required be First -class workmanship, including re4 and First Insurances. New and top quality materials consistent with drawings and specifications and wilco to et or ' ed Code requirements, and be to the reasonable satisfaction TIME OF COMMENCEMENT AND SUBSTANTIAL- COMPLETION as directed by the parser' The Work The Work to be p� under this Contract shall the Owner. he Work Issuance of Permits and, subject to authorized a�ctjusirne , shall commence Upon of shall be achieved not later than 7 Months of Approvals. ire shall be penalty of he Certificate tl Pcaused by for delays Occupancy within if t months of not issued. cement shortages, Strikes, moratoriums each day thereafter if the C.O. is not issued. The Time for the C.O. shall be adjusted the Ouster, arrange c7roers, romp M iju Including Hurricanes, material or extra Work required ui ed by governmental agencies having Jurisdiction. - ©1977 * THE AMERICAN INSTITUTE OF ARCHITECTS, 735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101 -1877 °Q CONTRACT SUM ante of the Work. subject to additions and deductions .� Owner �p pay the for in current funds for r Four Hundred and provided in the Contract "IAN. Contract Sum of (3�, } Ty Change Order S � Six hundred and Twenty-Five Dollars. Thirty -Eight Thousand The Contract Sum is determined follows: To(al Contract Sum as per the Contract Docu+ • alternates, end and pries, as epp •) (� here � base °� or other � sum � e the dispute before the Ameri� In case of dispute that is not resolved, the Owner the Cone agree to arbitrate Arbitration Association, Construction angag-§ PROGRESS PAYMENTS The Initial Deposit shall be Fifteen Percent (15%), and he remahrder of the Contract Sum shall be prorated as per Article 5 Below: Contractor, subject to review and In a staged Draw schedule based on a Schedule of Values submitted by follows: shall be made substantialY Approval by the Owner or Owner's Representative payment the Contractor, notwithstanding the Based upon Monthly for Payment submitted to the Owner by deposit amount until final payments are due, the Owner and approved herein above set forth in Article 5 shall make progress tents on account of the Contract Sum to the Contractor as provided in approved avnd e above based on a Schedule of Values submitted by Contractor to Owner's verification ro ed her. herein case of as set forth in Article 5. The approval of Completion of each phase is subject to disagreement the Owner and Contractor shall immediately consult Architect for a decision and comment. Owner shall make payment to the Contractor within 3 business days but no later than 7 business days from receipt of the Application for Payment. (if not covered elsewhere in the Contract Documents, here insert any prov,iskm for &aging or rogue the amount retained after the Work reams a certain stage of .) Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate entered below, or in the absence thereof, at the legal rate prevailing at the place of the Project (Here insert any rate or interest agreed upon.) Interest at the Rate of 5% per Annum. (Usury law s and requirements under me federal Truth in Lendirm Act shelter stale and local consumer � and Contractor's principal places business, s. the o r e + e provision. legal Owner's be obtained with raspa t to deletion. r»adltietion, orotrer requirements cesciosures or waivers.) AIA DOCUMENT A101 • OWNER - CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIA ©1977 -• THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.w., WASHINGTON, D. C. 20006 A101 -1877 3 ARTJCLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor when the Work has been completed, the Contract fully performed, and a final Certificate of Occupancy has been issued by the Governmental Jurisdiction having authority. Final Payment of 7755% shall be hell in escrow until punchl'Ist items are completed. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 7.2 The following are not included in the Agreement Architectural and engineering fees, Special inspections, permit fees, surveying, soil testing, storm shutters, additional requirements imposed by any governmental authority having jurisdiction beyond what is shown in drawings and specificat ions, impact fees, unforeseen or hidden conditions, muck removal, fill beyond + or — six inches from required sub grade, compaction, rock removal or blasting or dewatering. Relocation of Mechanical, Electrical or Plumbing work not shown on Drawings. ins ons, unless caused by the Contractor, such as required re-Ins • Y ons, then the Contractor shall ! r ail costs associated with same. The Following items are specifically excluded from this Contract Kitchen and laundry and other Appliances, Landscaping, security systems, basketball court, Pool cleaning, resurfacing, or equipment, system, Plumbing Fixtures and trim, electrical Fixtures, Hi -hats and Trim, Materials for Kitchen and vanity Cabinets and materials for Kitchen and vanity Cabinets Tops, Generator and automatic switching.. Included Allowances at no additional cost or charge to Owner: Flooring Labor , Ceramic Tile Labor, Kitchen Cabinets and Vanities installation Labor. Installation of interior doors, casing, hardware, and base, shelving, and owner supplied appliances and equipment. 7.3 The Contractor will provide and maintain Liability in aggregate amount of $2,000,000.00 and single occurance coveracre in the amount of $1.000 . and list Brian and Stacey Levy as additional insureds, and Workers Compensation Insurance and the Owner will provide and maintain Property durance for the full value of the Work. 7.5 Contractor shall have a right to erect a 24" by 36" sign during the construction period with Contractor's name and phone number, if permissible by governing agency and/or Homeowners Association. 7.6 At all times Contractor and Subcontractors or other agents will maintain premises litter and smoke free and will create no nuisance or trespass by his workers to property (beyond working area). 7.4 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follows: Drawings and Specifications as enumerated on Page 1 of this agreement (List below the Agreement, the CondNOns of the Contrail (Genera( Supplementary, and odor Conditions), the Drawings, the Specifications, and arty Addenda and accepted alternates, showing page or shed numbers sr en cases and dates where app6cabie.) AIA DOCUMENT A101 • OWNER - CONTRACTOR AGREEMENT • ELVENTH EDITION • JUNE 1977 • AIA THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE, N.W., WASHINGTON. 0. C. 20006 A101 -1977 4 7.5 The Owner's representative is: Alba Herzberg, 12700 Biscayne Blvd., Suite 204, North Miami, Florida, 33181 and having a Telephone: 786 282 0194 and Email: albamarie@aol.com 7.6 The Contractor's representative is: Norman Remais having contact information as shown on page 1. 7.7 Neither the Owner's nor the Contractor's representative shall be changed without ten days' written notice to the other party. 7.8Attomey's fees shall be reimbursed for the_prevailiing party in any dispute over thifc ontract. Exclusive Venue 7.8 for any disputes is Miami -Dade County, Florida. 7.9 Contractor a :are toinde nn `;; and defend Brian and ,ra >e ct to an dispute: Lawsuit, or This Agreement entered into as of the day and year first written above. Stacey and • ri/ft7 International Construction Associates Inc. (Proposal is Good for 20 days from date of Agreement - P.1) Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; V 0 (i CJl 10 DATE: D Contractor o Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 16 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building 1 e.artment to . tinue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: - i PERMIT CLEARK INITIAL: GAll ).s€\s 11u\\5 , ac, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 ?- Z 16° Job Name Date LCvy 2l ld9 774,4 STRUCTURAL CRITIQUE SHEET Woettt fret- Ganf Ira Glian idt -erpn tenor wall )4114. Sidr eS • S 0 j2/ D Aze, aw _ lethLe.ad easde.- PA roily, a d Ji4 ('4 loc., ( 4e1s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 09- 2 % 6 Job Name Levy Date 4124 / 2.NI9 ReVIEw Vi3A STRUCTURAL CRITIQUE SHEET 0 On upper -1--(1W torn,n- off' foute.d Marti 3 7C-i1/ -d cells are r-ey W- Only I i c sGldcvni -4✓' wM1/1.y i qrnbers arc Il eg ibie (ko 3s i4// fa)41- "Gig -s a era. er _ kir( r c 0114146 "e S Sh s S-11 Lend oaf Show; .)-1-e-c141 !. ✓ Q Where are "SCI-- 4'4,0.61 S /-7" ofe„f4i /ed ar Spec ed ? i/ �� $ec 3/5 4 Giyak fend o h -i3 bars, Se- boos Af /2ea-r /0 v1��lef�. /Vend Tre Zlis ale w 1s- a There Gnat be Air �J er Grin m en A af/e- />° gi sflj41 pia/'15 e e dre l eyib /�, Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; d I . r I,1 Y144 4/v . ontractor ❑ Owner a Architect RECEIPT DATE: 7' Picked up 2 sets of plans and (other t.,%m f » ft C' I /.el(LM i p.1 % ti or 4, ter Address: on From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D - ent to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Permit No: 09 -216 Job Name: June 11, 2009 Miami Shores Viiiage Building Department Building Critique Sheet 3rd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The plans and the survey do not match. The plans show ae flood zone and the survey shows x. The house is located in an AE-8 Flood Zone and must comply with all flood criteria. Provide a completed elevation certificate using the new FIRM panels. 2) Provide the wind load design criteria. 3) Provide a shoring detail for all areas for temporary shoring. 4) Provide a statement of design bearing capacity. 5) The plans show an identification SH- what does this refer to? 6) Provide a statement of masonry design. Design must be based on ACI 530 or code prescriptive. 7) Provide a special inspector form for masonry. 2copies required. Provide truss engineering. 9'j Provide a letter of retention for the supervision of erection of trusses. 1erEach roofing member must have the required connection identified. The connection must include strap to be used, size and number of fasteners, uplift, and capacity. 2*)' Provide a detail for roof sheathing. Plans show 1x6 and 5/8 sheathing. Provide a detail that shows material, fasteners size and number. (Several details have been provided, some show 8d nails some show 10d nails, please remove or change all details that show 8d nails, they do not meet the code requirements. Provide product approvals for all windows and doors. X13) The designer of record must review and sign approved all product approvals and shop drawings. 14) Provide a roof permit application and a high velocity roofing application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ot 41441:5 U� C Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; DATE: 2 Ke:W1A1,3 ontractor naer o Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continues permitting process. Acknowledged by: .r PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: 6 cTiviittnioko nci Dm° -2-pd a., .---p(Rp s -r p4CT, Cot RE —iY) 2 stT< s 1"weY (2 Cc Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -2 -09 -216 Issue Date: Not Issued Ex Folio Number:1132050150090 Owner's Name: BRIAN & STACEY LEVY Job Address: 1051 93 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 942 Total Job Valuation: $ 268,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/12/2009 : Yes Comments: APPROVAL DOES NOT INCLUDE BASKATBALL COURT. BASKETBALL COURT MUST BE APPLIED FOR SEPARATELY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 154961 Permit Number: EL -2 -10 -165 Scheduled Inspection Date: January 18, 2011 Inspector: Devaney, Michael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments LOW VOLTAGE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REI ION FOR INSP- 134687. /9,7-fr/t/// January 14, 2011 For Inspections please call: (305)762 -4949 Page 18 of 29 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Address Parcel Number 1132050150090 Block: Lot: Applicant BRIAN & STACEY LEVY Phone Cell BRIAN & STACEY LEVY 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) Phone Cell Phone KLM OF SOUTH FLORIDA INC (305)232 -1114 Valuation: Total Sq Feet: $ 700.00 0 Type of Work: ELECTRICAL Additional Info: LOW VOLTAGE Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $0.80 $104.60 r:3 1 =1 Invoice # Total Amt Paid Amt Due EL -2 -10 -36950 $ 104.60 $ 104.60 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining treto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting Ob. permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required foLECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction-and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 03, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Build4g Department Copy February- 03, 2010 Date 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) �/� 1 y t !�' ti . Phone # Owner's Address \ D 5 k e --�-. City Tenant/Lessee Name Email IINERWED FEB 022010 Sid BY: —� 95(hC(fC -105 2 State Zip Phone # Job Address (where the work is being done) City Miami Shores Village County Miami-Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES NO Contractor's Company Name K_AAA S.- A- Contractor's Address ' s D 0 res, City Ulm t State Qualifier Name \ceA...\/\ V A State Certificate or Registration No. Contact Phone sD t Phone # Flood Zone '1/4O- 23Z -1(l( Architect/Engineer's Name (if applicable) 700 ❑Alteration Okv Value of Work For this Permit $ Type of Work: ❑Ade: *tion Describe Work: E -mail Zip g---? /S Phone # 36 S° 2 3 2 / (L ) \ Certificate of Com etency No. vl) COD ` 5 2. L1N1��.G® e3 Phone # Square / Linear Footage Of Work: ❑ ew ❑ Repair/Replace ❑ Demolition ****** * * * *** * * * * ** * * * * * * * * * * * * * ** **** *Fees ** * * ** * * ** * * * * * * * * * * * **, ** ** * ** * ** * * * * * * ** Submittal Fee $ r---- Permit Fee $ /®' ®e 4" !) CCF $ O•t00 CO /CC $ Notary $ Training/Education Fee $ 0.20 Technology Fee $ 0 • C60 Scanning $ 3.0C) Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 104 • (oO See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will:be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded not • commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .:: Y In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. ik Vit Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The for day of , 20 _, by , day of who is personally known to me or who has produced who is p -rsonally kno As identification and who did take an oath. a6t14#0 Contractor oing instrumen was saacknowledg- d1 before nie this On 20 l l.� by F -mid -V ` �� �' /Z , e or who has produced fication and who did take an oath. NOTARY PUBLIC: N 4 TAR PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * * ** * * * * * * ** * * * ** * * ** * * * * * * * * * * * * * * * * *, *x * * * * ** * * ** *** *x** *** * * * *, rat * *, *,t * * ** * * * * *,a* * * * * *x* * *,r * ** ** APPROVED BY tt /.? Plans ,Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) P B Clerk checked Project Address 1051 93 Street Miami Shores, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information Parcel Number 1132050150090 Block: Lot: Expiration: 01/19/2010 Applicant BRIAN & STACEY LEVY BRIAN & STACEY LEVY Address Phone Cell 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) KLM OF SOUTH FLORIDA INC Phone CeII Phone (305)232 -1114 Valuation: $ 1,000.00 Total Sq Feet: 0 Type of Work: ELECTRICAL Additional Info: TEMP. FOR CONTRUCTION Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions/Alterations Technology Fee Total: Amount $0.60 $0.20 $5.00 $100.00 $2.50 $108.30 Invoice # Total Amt Paid Amt Due EL -7 -09 -35466 $ 108.30 $ 100.00 EL -7 -09 -35466 $ 108.30 $ 108.30 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 23, 2009 July 23, 2009 Date 1 C.cY51-E) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) Phone # Ur 7771 JUL 2 2N9 BY: ------ ma Permit No..- 1-V^ l I as 4 P� �J 6 Master Permit No.°alte Owner's Address 1 v 1 i City ID. 4tL 2 �' Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 1 0 5 1 I L 93 31- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Address Company Name <4 s Cti:‘,_ City 1a,AA„:, State Zip Qualifier Name KC.,(4-L\071 l ac S C_3 Phone # State Certificate or Re istratign No. / 9 P5 7.- Certificate of Competency No. Contact Phone d ) 1 r p tE -mail Flood Zone Phone # 305 (✓ 52---1)1(k Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: t ---m v\A p &LU1C /ODA 0 II VinglillIMILINP r 17 Submittal Fee $ Permit Fee $ fir%' m r ' CCF $ 0 40 CO /CC $ Notary $ S. 00 Training/Education Fee $ 0 'DO Technology Fee $ a Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ IOK.00 See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the - issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for P1.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF'F'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimat promise in good faith that a copy of the notice of commencement and construction en whose property is subject to attachment. Also; a certified copy of the recorded not for the first inspection which occurs seven (7) days after the building permit is inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The for day of , 20 by , day of who is personally known to me or who has produced who is As identification and who did take an oath. _ ' �� • • ification and who did take an oath. NOTARY PUBLIC: OTAR : PUBLIC: A. off, ', d value exceeding $2500, the applicant must w brochure will be delivered to the person ommencement must be posted at the job site In the absence of such posted notice, the instrume : was ackn.,wled , by before r� me or who has produced �Jj W Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** *************** ** *** * ** *:x **** *** * * *** * ******** ***** : ****** ** ***4******* ******* APPROVED BY Te—ei ®Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Ocnn D-u- O4-a0C2 Inspection Number: INSP - 115415 Permit Number: PL -6 -09 -902 Scheduled Inspection Date: October 26, 2009 Inspector: Levrock, James Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SHEAR SERVICE INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration d Phone Number Parcel Number 1132050150090 Phone: (786)251 -9810 Building Department Comments DEMO is Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. c October 23, 2009 For Inspections please call: (305)762 -4949 Page 1 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Q t ; A ' /, r „ _09 106 Inspection Number: INSP- 115425 Permit Number: EL -6 -09 -903 Scheduled Inspection Date: October 26, 2009 Inspector: Devaney, Michael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments DEMO ELECTRIAL WORK Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 7--f October 23, 2009 For Inspections please call: (305)762 -4949 Page 2 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 127626 Permit Number: DEMO -6 -09 -900 Scheduled Inspection Date: October 26, 2009 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: INTERNATIONAL CONSTRUCTION ASSOCIATION INC Permit Type: Demolition Inspection Type: Final Work Classification: Walls & Signs Phone Number Parcel Number 1132050150090 Phone: (305)300 -1258 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 115377. All sub permits must be closed. NB ec, October 23, 2009 For Inspections please call: (305)762 -4949 Page 14 of 17 Protect Address 1051 93 Street Miami Shores, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Parcel Number 1132050150090 Block: Lot: Expiration: 12122/2009 Applicant BRIAN & STACEY LEVY Owner Information Address Phone Cell BRIAN & STACEY LEVY 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) Phone Cell Phone INTERNATIONAL CONSTRUCTION AS (305)300 -1258 Valuation: Total Sq Feet: Type of Demo: Other Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Work without Permit Fee Total: Amount $7.20 $2.40 $360.00 $3.00 $50.00 ($50.00) $9.00 $360.00 $741.60 Invoice # Total Amt Paid Amt Due DEMO -6-09 -35204 $ 741.60 $ 691.60 DEMO -6-09 -35204 $ 741.60 $ 741.60 Check #: 1609 1. $ 0.00 $ 12,000.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 26, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building ' oofing Owner's Name (Fee Si .le Title,. der V1 et/ilk Owner's Address ~, ECEUVEb JUN 0 1 2009 - -- Oa bevy\ C) 0\, Permit No. Vd ter Permit No. Tenant/Lessee Name Phone # Job Address (where the work is being done) (03 1 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 1 — 'i DA5 ` Q c o Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City ii 1%�1� 1 . ,J' State - Zip 33 /-10 !� Qualifier Name N D l i 4JV �c Phone # 'D C State Certificate or Registration No.0 6 Giq 17i72---'t'C Certificate of Competency No. Zip Jtsii-VionepOiV,3 :_grrib,45Ctilt9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ tit Type of Work: DAddition Describe Work: c gilteration Square / Linear Footage Of Work: (OD ONew Repair/Repl. e Demolition Cr, 600 ***************************************Fees******* Subim Fee Permit Fee $ u 66 Notary $ _ Training/Education Fee $ **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $'1 CO /CC Technology Fee $ ' OD Scanning Radon $ DPBR $ Zoning $ Bond $ Code E n f o r c e m e n t $ Double Fee $ ' (- (0 140 Structural Review. $ Total Fee Now Due $ See Reverse side -- .. Bonding Company.'s Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and, that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH _Y OUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fore s ing instrument was acknowledged before me this it day of 1��� 1 �1��� � ` � 0 O , by P O IFA1jJ 4 who is personally own to me or who has produced �1 94-1V016 LW- As iden j cation and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this it sr day of , 20 ., by '0 4I' who is personally known to me or who has produced Da- vseA- ti, c • RS z ®� z5 `1y $1.,4 `� as identification an ELIZABETH ce® afa NOTAR PUBLIC: +;� Notary Public, State of Commission# DD835 My comm. expires Nov. My Commission Expires: Sign: Print: My Commission Expires:. %3r • 3, 20t1.— * * * * * * * * * * * * * ** *4104' 3 *, * USEM** ** ***** *x****x ****x*xxxxx ****xxxxxx **** ** * ** * * * * **zx **** *x **x*** *** Commission DD 648122 '4 Fires Mar 2011 �� am Teri I 800+" '7018 6g0134?" APPLICATION AP ° "' y1Y: Plans Examiner (Revised 07/10/07) Engineer Zoning Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Address Expiration: 12122(2009 Parcel Number 1132050150090 Block: Lot: Phone Applicant BRIAN & STACEY LEVY Cell BRIAN & STACEY LEVY 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) SHEAR SERVICE INC Phone Cell Phone (786)251 -9810 Valuation: Total Sq Feet: Type of Work: DEMOLITION Type of Piping: PLUMBING Additional Info: Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $0.60 $0.20 $150.00 $3.00 $50.00 ($50.00) $30.00 $183.80 Invoice # PL -6-09 -35206 PL -6-09 -35206 Check #: 3578 Total Amt Paid Amt Due $ 183.80 $ 50.00 $ 183.80 $ 183.80 $ 0.00 For Inspections please call: (305)7624949 Available Inspections: Inspection Type: Top Out Re Pipe Main Drain Underground Rough Heater Water Service Final Water Main Lavatory In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 26, 2009 1 Miami Shores Village Building Department VatD 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 0 I � O 7 PERMIT APPLICATION Master Permit No. FBC 204 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Phone # J'J (,' Owner's Address City 479,1; State Tenant/Lessee Name E -MAIL: /V% 4�G< Zip gj / j j Phone # /1/4/9 Job Address (where the work is being done) / a 6 7 4 , / City Miami Shores Village County Miami -Dade Zip FOLIO 1 PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �e, tj'1Z1,,, C Contractor's Address /4/0,...6-61' ,� L.,% TX/. G 7, City 1 " " / 4 I ( State �, Zip / C � Qualifier Name 4 & ,/< AI e P� Phone # �� , 32 6 ' / 'f' 'J State Certificate or Registratiofi No. .4 C el ertificate of Competency No. r�/ Phone# 76%. o 4f /- F77P E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Cd� , Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration o ['New '' ❑ Repair /Replace emolition scribe Work: A 64, 4,,i' -(1)7 2- Cf.�1V xaYxxxoYdrYzxeaaa4xaexYdeYicacxoYxYxtxF�YxYxxxricxFeesYxxxdcScYx�eYacnYxrx�tkudeScYic4cxxxxxaYxxicoYxuxxxxxxxx .cr Suailrtafee $ 5j Permit Fee $ /� CCF $ Q 11dO CO /CC Notary $ ' Training /Education Fee $ 0.40 Technology Fee $ 3.1S • Scanning $ 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ t V3 . See Reverse side -* Bonding Company's N me (if applicable) Bonding Company's Address City State Zip Mortgage Lender's N e (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or in s tallation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this juri diction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FUR ACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAV T: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF' COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO . YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must proinise in good faith t t a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subjeqt to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection jwhich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged Signature 0 Signature ner or A_''nt The foregoing instrumen ' was acknowledged before me this t J day of v --, , 20Cibk, by 17::,rwN.a■ . RI S ' who is personally known to me or who has produced Q..,u.L..c'C V,SZ0r0 isLiu5210 A NOTARY PUBLIC: Sign: Print: My Commission Expires. identification and who did take an oat ELIZABETH CEBALLOS Notary Public, State of Floods Commmssiotrit D0835441 My corn^ motes Nov. 3, 2012 Contractor The foregoing instrument was acknowledged before me this deli day of , 20 at, by B'd1 ifig S who is personally known to me or who has produced C ` °311° ti' -Oas identification and who did take an oath. NOTARY PUBLIC :. G 0 Sign: P'. , 4x xsYxxxxraYx9eeY*,Ydrxx**7****xx*** APPLICATION APPRO (Revised 02/08/06) PAW My Commission Expires: 46,6.6 a 9 w*******x*xxxxatxxx****** ** Y****xxxx,4xx,Yx *A** Y**** ,Yxxxxxx *xxxxx Notary Public State of Florida My Commission 013444730 Plans Examiner Engineer Zoning Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information BRIAN & STACEY LEVY Parcel Number Expiration: 12/22/2009 Applicant Address 1132050150090 Block: Lot: 1051 93 Street MIAMI SHORES FL 33138 -2938 BRIAN & STACEY LEVY Phone Cell Contractor(s) KLM OF SOUTH FLORIDA INC Phone Cell Phone (305)232 -1114 Valuation: Total Sq Feet: Type of Work: ELETRICAL Additional Info: DEMOLITION Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $50.00 ($50.00) $2.50 $106.30 Invoice # EL -6-09 -35208 EL -6-09 -35208 Check #: 3578 Total Amt Paid Amt Due $ 106.30 $ 50.00 $ 106.30 $ 106.30 $ 0.00 $ 600.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 26, 2009 1 kf,nia Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type: Electrical Owner's Name (Fee Simple Titleholder Owner's ddre s City Tenant/Lessee Name E -MAIL: Permit No. Master Permit No. o L Phone # lie A.,( .10 Zip Job Address (where the work is being done) City Miami Shores Villa e FOLIO / PARCEL # Phone # A, County Miami -Dad Is Building Historically Designated YES NO Contractor's Company Name L �/� 2— 1w-i- f Contractor's Address (3Dt� t Sb(a Phone # ��� City W 1 State � I. Zip (j j f 5-7 Qualifier Name Ke.„‘ \&J1 Phone # (---2 7) 2, -1( ) (t. State Certificate or Registration No Certificate of Competency No. qe3 '+ D II 5 E- MAIL: Architect /Engineer's Name (if applicable) 395z,„, ' ovitx Phone # 31).3.— 6 67‹ 94 600ez; Zip Value of Work For this Permit $ ;,;Type of Work: Describe Work: Square / Linear Footage Of Work: ddition ltera ' n ❑ w INe AAA, 1/0 D041 1) ❑ Repair /Replace Demolition xxx* xxxxxx **** ** * * ** * * ** * * * ** ****** * * ** Fees* x*********** *** * * * * * ** *x* * *xxxxx * *xxxxxx * *x Submittal Fee $ Permit Fee $ /©!l%"'"Gm CCF $ 0 .(170 CO /CC Notary $ %%--�"" Training /Education Fee $ 0 • oO Technology Fee $`S� Scanning $ V Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5CQ 30 See Reverse side -* !J Bonding Company's Name (if applicable) Bonding Company's Address ?' City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installation's as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated promise in good faith that a copy of the notice of commencement and construction whose property is subject to attachment. Also, a certified copy of the recorded not for the first inspection which occurs seven (7) days after the building permit is inspection will not be approved . nd a reinspection fee will be charged Owner or gent 1 The foregoing instrument was acknowledged before me this day of 3 n , 200°1, by Nor or vwi ejS who is personally known to me or who has produced i ,Lk tRSZO 6Z.S'{c46 - 0 As identification and who did take an oath. NOTA t ' UBLIC: Sign: Print: Signature alue exceeding $2500, the applicant must brochure will be delivered to the person mencement must be posted at the job site n the absence of such posted notice, the Contractor The foregoing instrumd t was acknowledged before me thisZD day of , 001, by /%% /I'5.5 who is personally known `7 me or who has produced j'/..lJllWS IC5 : (4b NOTARY PUBLIC: ELIZABETH C®ALLOS Notary S o a pp My mar expires Nov. 3, 2012 My Commission Expires: *x xxxx xx **xxx 131 2.45 1Z as identification and who did take an oath. Sign: Print: goN . so 000a oa a ,Fx ****d:,Yd:ic,e,Yi:****xxxxxx,kx My Commission Expir ,:xxxxxxxxxxxxxxx , t** xx xxxxx x wsc*********Se***r** APPLICATION APPROVED BY: (Revised 02/08/06) 2,;t',vedy Plans Examiner Engineer Zoning at 4 - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 21(0 Rc -Z Inspection Number: INSP- 119992 Permit Number: EL -7 -09 -1224 Scheduled Inspection Date: July 24, 2009 Inspector: Devaney, Michael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments TEMP POLE FOR CONSTRUCTION July 23, 2009 For Inspections pleasa call: (305)762 -4949 Page 6 of 8 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Parcel Number Expiration: 12/22/2009 Applicant 1132050150090 Block: Lot: BRIAN & STACEY LEVY BRIAN & STACEY LEVY OSIMMEMIWZMANKOVEIMMI Address 1051 93 Street MIAMI SHORES FL 33138 -2938 Phone Cell Contractor(s) Phone AMP A/C AND REFRIGERATION INC CeII Phone Valuation: Total Sq Feet: Tons: Additional Info: DEMOLITION Classification: Residential Approved: In Review Comments: Date Denied: Date Approved:: In Review Type of Work: Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $50.00 $0.00 $2.50 $156.30 Invoice # DEMO-6 -09 -35023 DEMO-6-09-35023 Check #: 1614 Total Amt Paid Amt Due $ 156.30 $ 10630 $ $ 156.30 $ 156.30 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 26. 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type: Mechanical Owner's Name (Fee Si Owne Ad City pl eTitleihrldel 11177 i Tenant/Lessee Name E -MAIL: Permit Noj Master Permit Na, Phone State Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 52 J) -- 0 l'C a V (5 (.l 9 Is Building Historically esignated YES NO ‘Co Contractor's Company Name � � �C %��. ' �j�� phone # Contra tor's Address � gi l) Gi. ¥) 19yy`^-�II , City /. � - State t'llk . Zip Zip Qualifier Name f , 33x /j GG% Phone # 037) 73 ?° 3 61 O State Certificate or Registration No. r Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ I/S C ' CYO Phone # Square/ Linear Footage Of Work: '3 d P Type of Work: DAddition DAlteration ❑New El Repair /Rep ace Des ib Work: 3 ode ,. IFIF emolition -6- . ? **** x**** * * * * * *** * * *xxxxx ** * * ** * * * *,c *** Fees "***** 4i t** lexxx * *x * * **xxx * *x * * * *xxxx *xxxxxvk ** Submittal Fee $ .-"+ Permit Fee $ 100.00 CCF $ Q• CO /CC Notary $ Training /Education Fee $ 0*(9.0 Technology Fee $ pC "s0 Scanning $` ( ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name' (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application lication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of s ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ri(\_ day of who 20 6 % by personally knn n to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Signature The foreg day of who i Contractor ing instrument was acknowledged before me this ,20p,by ced take an oath. NO Sign: Print: My Commission Expires: ************************ x+Y***** *' dexxxx x **** *xx iex 4cxx aYx sYxxxxxxxxat9c ****'-x+Yxx**xd:x*** ************I x$x'x xx'x' * ****x***,k APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02 /08/06) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 115358 Permit Number: MC -6 -09 -897 Scheduled Inspection Date: December 14, 2010 Inspector: Perez, JanPierre Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: 24 HR AIR SERVICE INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Phone Number Parcel Number 1132050150090 Phone: (305)653 -5858 Building Department Comments INSTALL 2, 3.5 TONS NEW UNITS, WITH 8 KW HEATER EACH AND DUCT WORK AND 3 EXHAUST FANS, AND DRYER CHANGE OF CONTRACTOR 12/01/09 v�g t2t11k)( Inspector Comments Passed 19 0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 13, 2010 For Inspections please call: (305)762 -4949 Page 1 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: '(305) 756.8972 BUILDING \\ PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's -I dres s Sliblarwm City State Permit No. Master Permit No. Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) AEI Zip Phone Phone # `o s/ fr%) O11�• rn •TO1 C Oct -.)2, b City Miami Shores Village County Miami -Dade Zip 33 13 7 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A15 ! s � X60 s Contractor's Address 5-0 S� N. t,10 -r( /wee._ City 16.O. *, A ? 1-A ) State f"Ih Qualifier Name ACP-hone # �lsy 733° 36 g.' State Certificate or Registration No. Certificate of Competency No. E -MAIL: Zip 333 Phone # ! �� -3 3 7 0A.0 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: 3 Type of Work: ❑Addition ❑Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: e b 3 g (;K ( ti .................... xxFxmxxxxx9eFees�txxxxatxYxF .................................. Sub itt� Fee $ �. Permit Fee $ 5 a S • CCF $ 9` CO /CC Notary $ Training /Education Fee $ ttO Technology Fee $ ° W Scanning $ 3�&3Q Radon $ DPBR $ Zoning $ Bond $. • Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ . . 113 See Rev • verse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and anspection fee will be charged. Signature Signature Contractor Owner or Agent `� ff O/ The foregoing instrument was acknowledged before me this I' -LThe foregoing instrument was acknowledged before me this 3 1 day of ' l '_ 1 iikt by , day of , 20 Q %by who is personally known to or who has produced who is personally know to me or who has produced entification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expi s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm b1 IA_SOWSV APPLICATION APPROVED BY: (Revised 02 /08/06) aminer Engineer Zoning BRIAN & STACEY LEVY 1051 93 Street MIAMI SHORES FL 33138 -2938 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Expiration: 12/22/2009 Address 1132050150090 Block: Lot: BRIAN & STACEY LEVY Phone Cell Contractor(s) Phone AMP NC AND REFRIGERATION INC Valuation: Total Sq Feet: $ 15,000.00 0 Tons: 2 (3.5) Additional Info: ADDITION Classification: Residential Approved: In Review Comments: Date Denied: Date Approved:: In Review Type of Work: MECHANICAL Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $9.00 $3.00 $525.00 $3.00 $50.00 ($50.00) $13.13 $553.13 Invoice # MC -6-09 -35209 MC -6-09 -35209 Check #: 3578 Total Amt Paid Amt Due $553.13 $5000 p$ $ 553.13 $ 553.13 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Ventilation Final Rough Hood Rough Duct Smoke Test Duct Detector Test In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 26, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) a c�uuic�� / 5� I 41 �" f vL iJ State Zip Permit t aster Permit No. 4 ' 0207 v21.6- Ott Phone # 30S- 5-8 Tenant/Lessee Name E -MAIL: Me( 0j4 e. h a ' vn st. Job Address (where the work is being done) 1P5 / 3ret City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES Contractor's Company Name Contractor's ddr-ss c2 NO 41C-- Phone # 3k3 ..3 - 4 -ice' Zip —33/ Phone #. Q2— .� ertificate of Competency No. City fLL_�i1,. Qualifier Name State Certificate or Registration No E- MAIL:. r r' Ise Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 167 Type of Work: DAddition DAlteration Square / Linear Footage Of Work: D Demolition Submittal Fee $ Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ Permit Fee $ Training/Education Fee $ DPBR $ Structural Review. $ CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -+ 0 i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOJLERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not,be approved and a reinspection fee will be charged ( �A Signature •±— 1 Owner or Agent The foregoing instrument was acknowl dged before me trkmpti who has produced As identification and who did take an oath. NOTARY PUBLIC: day of who is personally ,111:1 ifr , 20 0 by )� f,'4 Signature r".1 i4 K1 VX Contractor q� The fore in instrument was acknowledg before me this cP.6) n' I fC ay of 20 at, by / / u C e / tea who is personally known to me or who has produced a� as identification and w1 i � DItIDA N Adman A. Scott -,. - :Commission #DD873385 f ° .�•r a,; Expires: M. 23, 2013 EO TIiRtU ATLANTIC BONDING CO, INC. NOTARY PUBLIC -STATE OF FLORIDA My Commission Expires: it 73t385 Expires: MAR. 23, 2013 BONDED THRU ATLANTIC BONDING CO., INC. 0TA1Y NOTARY PUBLIC: Sign: Print: ver--z-e My Commission Expires: *** *a *** * * *** ****** *** ** **** * ***a*,t*** ** ** . **** ** *** *+tit **** t APPLICATION APPROVED BY: (Revised 02/08/06) * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** V)) Plans Examiner Engineer Zoning Miami Shores Village Building and Zoning Department Miami Shores, Fl 33138 RE: property located at l HOLD HARMLESS 1 description) Date /D'? ° 109' Gentlemen: As legal owner of subject property, I equest the cancellation of permit number. i99'- 7 issued to Am Air eaddW l� 1 I P forthe followingreason: P Date of last inspection: bill A. ®• I I hereby apply as owner - builder, or authorize (new contractor) L� ilk /'t r 2 � V /CC A� e YPpY to apply for such permits as necessary to construct or complete the construction an subject property. I agree to hold Miami Shores Village, its agents and authorizedpersonnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, Prime contractor (only if subcontractor holds permit or if change of qualified , PUBLIC -STATE OF FLORIDA •°` Adrean A. Scott Commission #DD873385 I -1 es. MAR. 23, 2013 (signature) BONDED TBRII ATLANTIC BONDING CO., INC. STATE OF FLORIDA COUNTY OF DADE: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. p NOTARY PUBLIC -STATE OF FLORIDA ," Adrean A. Scott �, , - ` Sworn to and subscribed before me this day of `C mmission #DD873385 pines: MAR, 23, 2013 BONDED TERO ATLANTIC BONDING CO., INC. Notary Public, State of Florida at Large 11/22/2009 18:50 3059311062 INTERNATIOt4AL CONST PAGE 01/01 11/30/2009 13:32 3059311062 Date 11/11/09 INTERNATIONAL CONST PAGE 01/01 AMP AIR CONDITIONING AND REFRIGERATION, INC 5089 NW 41 PL LAUDERDALE LAKES, FL 33319 US Re: Permit # RC- 209216 This letter serves to inform you that your company has been removed as Mechanical Contractor for project located at 1051 NE 93rd Street Miami Shores, FL. 33138, Residence of Brian and Stacy Levy. Norman Remais Pres. International Construction Associates, Inc. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 og Inspection Number: INSP - 115367 Permit Number: PL -6 -09 -898 Scheduled Inspection Date: January 10, 2011 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050150090 Building Department Comments PIPING, WATER AND SANITARY FOR MASTER Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 07, 2011 For Inspections please call: (305)762 -4949 Page 1 of 18 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- ASIONSEINMMI Owner Information BRIAN & STACEY LEVY Parcel Number Expiration: 12/22/2009 Applicant Address 1132050150090 Block: Lot: 1051 93 Street MIAMI SHORES FL 33138 -2938 BRIAN & STACEY LEVY Phone Cell Contractor(s) SHEAR SERVICE INC Phone Cell Phone (786)251 -9810 Valuation: $ 7,000.00 Total Sq Feet: 0 Type of Work: PLUMBING Type of Piping: ADDITION Additional Info: Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Amount $4.20 $1.40 $230.00 $3.00 $50.00 ($50.00) $5.75 Total: $244.35 Invoice # PL -6-09 -35205 PL -6-09 -35205 Check #: 3578 Total Amt Paid Amt Due $ 244.35 $ 50.00 $ 244.35 $ 244.35 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Top Out Re Pipe Main Drain Underground Rough Heater Water Service Final Water Main Lavatory In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 26. 2009 Date 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 200 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address RECEGVED JUN 0 1.2009 49 NB MO Permit No. I- L o q aster Permit No. iiee 2:At, /6;),-(// City l / ,--%-7 Tenant/Lessee Name State E -MAIL: .A/ Job Address (where the work is being done) .."3.i' 9-F J Phone #����� Phone # City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES NO Contractor's Company Name ..ST i4 ,•t/ Contractor's Address "",1,4:::21/4S--6:9 ye/IL/ City /1/'/77✓ ;t1r�e � � State Qualifier Name ,4j? ��,t„� �r i Phone #/ 6� Fe ":77.4 Zip Phone # State Certificate or Registration No. CAc OV009 7f"' Certificate of Competency No. E- MAIL:�1��✓��i� �.�'J {tom . COryi Architect/Engineer's Name (if applicable) 171/® Value of Work For this Permit $ Phone # 2p'a 0, 6 Square / Linear Footage i," ork: Type of Work: ❑Addition ❑Alteration ❑New. Describe Work: Repair /Replace ❑ Demolition cC11 C111�O Sub�°ni Pt Fee $~ 5(J 14..c j 6,i4t7e -1- 01- ,C,04,ir27 * * * * ** * *** *x *** ** * *** *sir** * * ** ** * ** 0 *Fees** Permit Fee $ 2 0 CCF $ 4 CO /CC Technology Fee $ 513 , Zoning $ 4 {;******* * *** * ** * * * * **x * ** * * * ** a*xxxxxxxxx Notary $ Training /Education Fee $ Scanning $ Bond .$. Code Enforcement $ • Radon $ DPBR $ Double Fee $ Structural Review. $ Total Fee Now Due $ C4` c's See Reverse aide Bonding Company's Nme (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Narie (if applicable) Mortgage Lender's Add ess City State Zip Al A Application is hereby commenced prior to th construction in this juris WELLS, POOLS, FURr OWNER'S AFFIDAVI 'applicable laws regulatin "WARNING TO OW PAYING TWICE FO CONSULT WITH COMMENCEMENT." Notice to Applicant: As promise in good faith th whose property is subjec for the first inspection inspection will n +t ; ap, de to obtain a permit to do the work and installations as indicated. I certify that no work or installation has of a permit and that all work will be performed to meet the standards of all laws regulating iction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,:: ACES BOILERS HEATERS, TANKS and AIR CONDITIONERS, ETC : I certify that all the foregoing information is accurate and that all work will be done in compliance with all construction and zoning. ER :: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR R IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF Signature a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must ryr a copy of the notice of commencement and construction lien law brochure will be delivered to the person to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site hich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the roved 0n, • reinspection fee will be charged 41 1rd O ner or Agent fl The foregoing instrument} was acknowledged before me this '1 s� day of ...dVv\A---, 20O, by N o rw,cun �' ° (B►,,',c is who is personally known o me or who has produced Da e . L`C ' c,s-Locas4,4546a AS identification and who did take an oath. NOTARY PUBLI _ : Sign: I t Print: EUi.Fb�%wCe�«.Uu' My Commission Expires: 6'1 3 r 2-4 ****xx Contractor The foregoing instrument was acknowledged before me thisc9-64' day of Al , 20 , by tileaimi . * *05 who is personal known to me or who has prodked /'4!? 9-048'3q t l4as identification and who did take an oath. ELIZABETH CEBALLOS Notary Public, State of Florida Commission# D0835441 comm. expires Nov. 3, 20 TARY PUBLIC: P My Commission Expires: xxx,Y4ex,F,tatxx *x* **. n.*a.*.s.s.*axx****oYxxxde x &k 9eeY,Yx xxxxxxxxu****4erxx. *** *a.a.X,t.. a ********L_..o--- -------------- APPLICATION APPROVED (Revised 02/08/06) .- Expires 06/26/2009 .% e0 iii Wtr r � AlLwaLg.Alt rr''" Plans Examiner Engineer Zoning CP N Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 pc\ --(2)L' Inspection Number: INSP - 151395 Permit Number: RF -10 -09 -1750 Scheduled Inspection Date: October 06, 2010 Inspector: Bruhn, Norman Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Fiat Phone Number Parcel Number 1132050150090 Building Department Comments REROOF EXISTING AND ROOF NEW ADDITION Passedde,/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 127686. Repair or replace broken tile. NB October 05, 2010 For Inspections please call: (305)762 -4949 Page 15 of 25 Providing Solutions to the Lab Report No. S10-697 Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPER" YADDRESS: 1051 N. E. 93 St. Miami Shores OWNER: Levy CONTRACTOR: Daley Roofing Inc TILE TYPE: Flat ATTAC MENT.• Poiyfoamnd Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: ROOFING SQUARES: 58 ROOFPITGII 4:12 INSPECTORINI77ALS• HG/HG TEST DAM 08125/10 Required Testing Force: 35 lbs THIS ROOF HAS: PASSED FAILED [j THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. "ROOF SKETCH" Front Reviewed by Alberto to .-Lie #17138 10735 SW 216th St. Unit 416 Vii, FL 33170 www.foridatecnet Tel: (305) 256 -4550 Fax (305) 256 -6833 RESULT No. RESULT Nye. RESULT No. RESULT No. RESULT 1 -5 Passed 21-25 Passed 46-55 Passed 640 Pawed. 26-30 Passed 56-65 Pawed 11 -15 Passed 31 -35 Passed 66-73 Passed 16-20 Paste 36-45 Passed THIS ROOF HAS: PASSED FAILED [j THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. "ROOF SKETCH" Front Reviewed by Alberto to .-Lie #17138 10735 SW 216th St. Unit 416 Vii, FL 33170 www.foridatecnet Tel: (305) 256 -4550 Fax (305) 256 -6833 U4i Oc COVISACK12., 1.41)Cia#, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ' i OFING. Owner's Name (Fee im pl- Tit e! .lder) _ L / 4• �Li�1tE�1ii O p. Apr City Tenan Email a FEB 0 9 MO BY: .a ...... 69063® Permit No. ge-Ccl 115o Master Permit No. a14p l \( 10c7,- ssee Name � `' Phone # 1 Is WNW! II Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name w Le d R ° A.)' - C. Contractor's Address 7g kie bsr Phone # City -1 e. Qualifier Name 0q41/4;; a °A LA. Y State Certificate or Registration No. C e.., ® 519 GO Certificate of Competency No. Contact Phone 30 a q Q E -mail u.ey Ron Fi°,a,;0 Y l ,C o vv Architect/Engineer's Name (if applicable) , U `VJf Phone # 3Ot State Zip '531U Phone # S 911 pte t8 Value of Work For this Permit $ ) (8660 Square / Linear Footage Of Work: <3� Type of Work: ddition QAlterrtion ['New ❑ Repair/Replace d Demolition Describe Work: We V r "p WWW ******** * * * * * * * * ** * ** ** ** * ** * * * * * * * * ** Fees****,**** x* * * * * ** * *,r * ** * * * * * * * ** * * * * * * * ** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC .$ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Dottble Fee $ Violation date: Structural Review. $ Total Fee Now Due $ e..)s .00 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, II'EATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this el day of � , 20 !O , by SikCt , who is personally known to me or who has produced ID ,01111111/19, As identification:011a who dt4) % n oath. Sign: Print: NOTARY PUBLIC: My Commission Expires: APPROVED BY *, 14A „0- Signature P. Contractor The foregoing instrument was acknowledged before me this day of f - , 20 16 , by VANS , who is personally known to me or-who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 141 {! I 1111110,/, c> crA -ri I °7s N N ig CO _ %®• rs-s .q,�� *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Zoning Engineer Clerk checked • (Revised 07 /10 /07)(Revised 06/10/2009) S 4401 *11490 R4 Doentateitt 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 -795 -2204; Fax 305-756-8972 www.miamishoresvillage.com HOLD HARMLESS DATE: PROPERTY LOCATED AT: p6i MaML &,rjfec_*c$B As £ Le / Per) Permit number RC, tD- (�S Issued to eco B/ C MekRy license contractor of subject property, I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Type of inspection missed (Prime Contractor - qualifier) State of Florida County of Dade: OAl.),P i e. DiLQy (Print Name) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of . a,,,� ►Arl ill II It 111110 Notary Public, Sate of Florida at Large ru .111 tr —11 ru i=4 postage $ Ceti led Fee r-R rn 2-4e14.4.1ATAPto_ririatipWeit-44*§.0,e*v"Irgitiii4spfdp:07,:33.12.-nf,-, Reath Heoeipt ee ; (Erstorssmert RequIred) Faseioted Dalwgiy Fez (EridorsemeM 9equtrad) 1013 1=1 1b Postage & Fees g 13 • Postmark Hare 32/08/2010 9(1 I NC. (77--• —14-01-611 12emeg5i 'ID N f sti.aw --- cr PO Bo r 140. MOO k AvE ThL Goin CitA &Me, zwa PCUa4CDO-A 'OW February 8, 2010 Mr. Norman Remais International Construction Associates, Inc. 18800 N.E. 29th Avenue, Suite 718 Aventura, Florida 33180 Re: Termination of Agreement for Levy Remodel Dear Norman: It has become apparent that you are unable to complete the addition and remodel of our home in compliance with the terms of the Agreement entered into on December 16. 2008. The issues that have arisen during construction are too numerous to catalogue. However. by way of example, the following issues highlight the need to terminate the Agreement so that we can insure completion of the project in the near future: 1 Inability to complete job for agreed upon contract amount 2 Inability to complete work in a competent fashion (roof leaks, broken window. stucco cracking, truss isssues, etc.) 3 Inability to follow designated construction plans and coordinate issues, concerns, changes with engineers and architects, causing job delays and additional costs of construction 4 Inability to coordinate work efforts with owner's designated representatives on job site and in meetings, causing job delays 5 Failure to disclose/communicate potential problems or issues with construction progress, causing unnecessary change orders and job delays 6 Request for additional $75,000 - $100,000 in order to complete construction 7 Charging excessively high amounts on submitted change orders The attempts at sabotage, constant delays, issues with required inspections, issues with workmanship, and requests for additional funds establish a pattern of inability and unwillingness to complete the project as originally contracted. Therefore, we haye no choice but to terminate you from the job for failure to comply with the Agreement. Our calculations indicate that you have been paid in excess $15,000 more than the value of the work completed (including profit to you for that work). We are willing to forgo return of those funds in exchange for an orderly transition of this project from you to us, or to another contractor of our choosing, including the execution of the attached mutual release. vI Bnan an Stace Miami Shores Village Department g p 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Building Tel: (305) 795.2204 Fax: (305) 756.8972 ` BUILDING Permit No. p'�.»...}.. `0•••• PERMIT APPLICATION Master Permit No. gr., 04 - L1 FBC 2004 Permit Type (circle): Building R Owner's Name (Fee Simple Titleholder) arrt col * 6t1 I3IJ 7 Phone # 4'4 014 J 0 6 9- Owner'A Address 1'x 6 bliti �4 br City Wail) State Zip )64 Tenant/Lessee Name Phone # Job Address (where the work is being done) (0 5 1 kie 3 51 City Miami Shores Village County Miami -Dade Zip 33 i - 8 FOLIO / PARCEL # Is Building Historically Designated YES NO V*.... Contractor's Company Name D Atell 9'00 (1 /36 I Phone # 30S -75¢ "I bqZ Contractor's Address ' / g P 10( ev 1 City Pi t PalM Stta.V. d State 0 Zip 33 ) 3 8 Qualifier Name—CZ-AAA Phone # loS- ' t g12-, State Certificate or Registration No. S + G10 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I g 5130 • d° Square / Linear Footage Of Work: 5.-00 StP QNew ❑ Repair/Replace N -r Le Se TON ❑ Demolition ******** ** ***** ************* ** * **** **** Fees************* *** ** *** *** ** *** *** ** *** ******* Submittal Fee $ Permit Fee $ © CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ �y� Scanning $ I`' / Radon $ DPBR $- Zoning $ Bond $ Code Enforcement $ Double Fee $ JI_II Structural Review. $ Total Fee Now Due $ See Reverse side –4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of .a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wif not be approved ' ; ,i ,' r inspection fee will be charged. ature Signature S a° Owner or Agent Contractor The f `eg • :, ins i ment was a u owledged befo me this �; qfegoing instrument was acknowledged before me this 3 day of I if I' -;0 `> by :S)�`i 4if , 20? , by DOM -0 l•;i 21 who is.personaliy known to me or who has pr i4 ` is personally o m eft who has produced As identification and who did cee tai as is tgica.tion an& iho did take an oath. LIC: #� m �4� NOTARY P \'� °® 9'i is cz, ye • fn Y O) -p - Sign. F i `L ' °� �q Sign: Print: F Print: ' 4 ... My Commission Expir s: My Commission Ex{ ``� \ tegi�i11 %����o`� * * * * * * * * * * * * * * * * * * * * * * * * * ********* * ************** a:******** ****: ****** ******** ***** *** * *:x *•x*a:**************** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 HIgh - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: NJ f- Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA ") FastenernSpacing for Anchor/Base Sheet Attachment Field: `.. " oc iaa Lap, # Rows L j " oc System Manufacturer: (9 #9f Perimeter: i, " oc Lap, *Rows q @ e " oc Product Approval No.: Oq- alt 0 I Corner to, " oc @ Lap, # Rows @ lo" oc Design Wind Pressures, From RAS 128 or Calculations: 8 J3 I Number of Fasteners Per Insulation Board: Pmax3� Pmax7: ✓�. PMax2: 3 I Max. Design Pressure, from the specific Product Field Approval system: —'7 '5 Deck: Tyres: PLy WO 0 Gauge/Thickness: Slope: / �r W 0 lJ r Z Anchor/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener/Bonding Material: insulation Base Layer: Base Insulation Size and Thickness. Base Insulation Fastener Ing Material: Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Top Insulation La Top Insula < . n Size and Thickness: To sulatlon-FastenerfBonding Material: t" e' o-- Parapet Height Base Sheet(s) & No. of Ply(s): 1 r Ly it mi lh trFUastp n r/BpCnding Metyl: (A/A Ply Sheet(s) & No. of Ply(s): 01 a Ply Sheet Fastener/Bonding Material: , N I Top Ply: Qu tkit01 ItETKIVELD 70 Top Ply Fastener/Bonding rlal: FLORIDA BUILDING CODE — BUILDING CpLyuwug ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Step Slnped Roof System) Roof System Manufacturer: gm/sot j Notice of Acceptance Number: pi- 011W. a Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculationsl. 15:1: 6110 P2: 11 .1 t P3: O • Ili/ Maximum Design Pressure (From the Product Approval Specific System): qo1.4 • Steep_Sloped_RoaLaystemmescription Deck Type: p-i vvvon RoofAlope: Ridge Ventilation? hi la Type Underlayrnent: O911Y) -1t30 Insulation: Aga Mean Roof Height: IV Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Pv -ri ihinkor tied 116 1 _raae Zoo OA. Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING MIAMI° BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. AFPROVED NOA No.: 09- 0224.01 Explratlon Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non-insulated Deck Description: 19 /n" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier FireOutTM Fire Barrier Coating, Versa ShieldeNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"( Naifable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or RUBEROID® SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below•,. Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field Waldman: Design Pressure- ,45psf, See General Limitation #7J GAFGLAS® Ply 4, GAFGLAS Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill --Teem #12 standard, #14 or # 15 Screws and 3" Drill -Tec"M steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 See General station #7 GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maxinuan Design Pressure 52.5 psi; See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 60lay; See General Limitation #J GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecT( #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Tec"M AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60p4; See General Limitation #7j Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -40 psf, See General Limitation #7) NOA No„ 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill-TeCTM AccuTrac Plates, it" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Afaximum Design Pressure -75 psf,, See Gomm d Limitation #7J Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeIdTM Smooth or RUBEROID® SBS HeatWeldTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof Match"' APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR, RUBEROID®Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID® EnergyCapm SBS Heat WeIdTM Plus FR, RUBEROID® SBS Heat We1dTM, RUBEROID® SBS Heat WeIdTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat -We1dm 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: I . Gravel or slag applied at 400lbssq. and 300 lbsfsq. respectively in a flood coat of approved asphalt at 60 lbsisq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal/sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. 3. Leak Busterm MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Busterm Matrixm 715, Leak Buster Matrixh 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: APPRO`VEU See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04108/09 Page 30 of 31 WOOD DECK SYSTEM LIMrrATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply's 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' " Dens Deck or W' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The fast layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered. Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 TQF R.1306 Reeling Systerna "Fire Our applied at 1-getr100412. se Sheet: One ply 7Ype 62 "GAX'LAS 075 Base Shute', or '1'et-Fit ;75 Base Sheer, mecherucally fastened. fused. Mentheartee —"itubaraid Torch Granule"' cr "Rubertsd Torch Granule r or "fluberoid Torch Granule Mos' or "tube:old Torch FR" heat 50. 0ck, C.15/32 Page 14 of 48 Inelbeei 1/2 Pain/hart — "Fire our apphed at 1-gaill004t2- an tc Ono ply TVF)C4 AM:AS 1/75 Bast Sheer, or -"rri.Ply 075 an Sheet", mucharocally fastened. Pity Sheet (Optional)! — One pi), Type 61 or Type 62. mechanically fastened. Membrereor "guberoid fi Torch Granule"or "Ruserold Torch Granule Ver "Ruberold Torch Granule Plus.* Ituberold Tor& FR' heat ned 51. IJetk: NC Incline: 1/2 Insulation (Optinnal): — Min 1/2 in. wood fiber, mechanically (as:enett. SUP Thing (CIPt4erla1)1 —1 ply "StormSafe" medtanically fastened. Sago Meat — One ply Liberty SO SW-Adhering BeselPly Sheet' or "ft ubero Sase/Ply Sheer self aoherad. Membranes — One ply "Ruootrold SBS Hoot Weld 170 PR" or "Ruberottl 30 isit" or 'Reber:Ad linergyCap 585 30 FR' or "Ruberold SB5 Heat Weld Plus FR" he fused. eft; C-1$/32 Inclhno: 1/2 1noulation (Optitmal): — Any UL Closollien, any th.ckness, mechanically fastened, Barrier Beard; — 011011"0001 fit* SlYPourri board or minimum 1/4-1.1. Thick G-P Gypsum Corp 'OensOack Roofboard" or "DeneDecii Prim Roofboard" or "DansDeck DuraGuard '" Inafboarer mechanically humored. Boum Sheet — On ply "Librty $ BS 5 ell-Acihoring BesePly Sheer or "Rubrod SA Base/Ply Sheer coif adhered. Membranes — One ply "Ruberold SBS Heat Weld 170 FR "Ruherold 30 PR" or Iluberold EnergyCap SOS 30 PR or GRubtrold 595 Neat Weld Plue PR" heat fuced. NC Primer; — 'Fire Out" applied at 1.-000.00-ft2'• Base Sheet (Option One ply "Liberty f4A Base Sheet", mechanically 'Mend. Ply Sheet; — One ply "Uborty SBS $erif•Adharing Baso/Ply Sheer or "Ruberold SA Base/Ply Sheet" self adhered Cap Shaost: One ply "Ub't R SS Set-Adhering PR Ca o Sheer or "Rubcrold SA Cap FR Sneer self adhered. 54. Deck t C-15/32 Inane: 112 Primer: — "Fire Out' applied at x-ge:/:100-rt:. Slip Sheet (Optloreal) — 1 ply "StormSafe" meChaniCally fastened. II (OPtioltel); — One Ply "Liberty MA Bose Sheer, n-.ecintnicsity fastened, Ply Sheets — On ply "Ltberty SBS Self•Arlhering Base/Ply het' or "Reberoid SA Base/Ply Sheet se adhered. Cep Sheet; — One ply "Liberty FR Sin Sel-AOhering FR Ca; Sheer or "Rubezold SA Cop FR Sheer If adhered. 55. Coeds: NC Incline: 1 Inetalation (Optioned); — Forlite, fiber Giese, polyitioryanurate, urethane or perita/polyisocyanurate composite, offset 6-in. from joints. Babe Sheets —. One or mere plies Type 62 "GAFGLAS *76 Base Sheer, or "Tri-Fly *95 Bate Sheet', or Type G3 '43AFGULS filneral Surfaced Cap Sheet", or Trl-Ply Mineral Surfeited Cap Sheet'', hot mopped or methankally fastened. My Gheet (Optional); -• One or more plies Type 61, hot mopped in Pine. MOrnbrBilen '7' One ply bRubirold Torch Smooth' or "Ruberold Plop Sinerith". Membrane: -.. One ply "Ruberokl Moo FR''. 56. Deck: NC Inclined 1 11%441M:ion (Optional): Polylsocyanurate, wood fiber, perlite, glass fiber, aoy thiclutess, hot mopped or mechanically fastened Raise Sheets — Ono or more plicts Typo 61 '6AFSLAS $75 Base $hee, or "Tri-Ply 01"5 Base Sheer', machanleally fastened. Ply Sheet I — One Q r more pnet "Robereld 20. het monad in Flocs Menthrtinei — One ply "Rutterold SOS He a FR" FR" hest welded in place. Deck: C-15/32 /ndlnee 1/2 Base Sheet: — Two or more pilot; 'Noe C3 "GAPCLAS $15 base Sheol' or "Th-Ply *75 Base Sheer, methankally fastened. Marnbrarusi — One ply "R uberaid SOS Heat Weld Rua FR cr -Ruberold OBS Heat Wald 170 FR" heat welded in place. MI® BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and ac cepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/1RX, TU, TU Plus, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0505.01 and consists of pages 1 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Sub - Category: Material: PRODUCTS DESCRIPTION: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Test Product Dimensions Snecificatton Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3-3/8" 60 mils thick Roll: TAS 103 and 65'8" x 3'3-3/8" ASTM D 1970 80 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65'8" x 3'3 -34" 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 -3 /8" 80 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 Product Descriutian A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. A fine granular/sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlaynrent. A rubberized asphalt waterproofing membrane, glass - fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non- wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13!11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMI'PrED: • Tcg Test Identifier Test Name/Report I_te_ Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity 1 ERn #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA - 035-02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact Remove the release film as the membrane is applied. . All side laps shall be a minimum of 344" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. AFRO", ED ' NOA No.: 074025.10 Expiration Date: 09/13/11 Approval Date 04110/ s Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick UUIRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof the applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Phis TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tle directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedurr- 0 0. 0 w N NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL L! IITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate docu nentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement "Miami -Dade County Product Control Approved" or the Miami Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following. 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GU DELI NES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams ( selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet /Dry Elastomeric Flashing Cement, or Mule -I-Ede 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basile. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. sJ APPROVED NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch /slopes in excess of 6 W "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet /Dry Elastonieric Flashing Cement, or Mule-Hide 421 Mod Bit Plashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of lie kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is .recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE l4PPEOVED NOA No.: 07- 1025.19 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 Miami Shores Village Q Building Department �, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 411/44 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Owner's Address City tate Tenant/Lessee Name Permit No. Master Permit No. Job Address (where the work is being done) City Miami Shores Village /Q51 County Miami -Dade Zip FOLIO / PARCEL # /I 120 is e7070 4tl ✓, Jg, (, A ?it' e073 ' 'e; "7 deac 2 Is Building Historically Designated YES NO Contractor's Company Name AA 0"' ,y C#€ &317 Phone # J6J- � 'L Contractor's Address i / SA.) ye 4 J City tiO i ii°&D? Q State fl Zip 3,1023 Qualifier Name /' /S J Cif e/7// State Certificate or Registration No. ea' /32 J Y 8r Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ (26 YOO Square / Linear Footage Of Work: / ion 's Phone # Type of Work: ['Addition ['Alteration ew 0'4 Repair/Replace ['Demolition Describe Work: RQIZ44( /LW 00 IXIS/;'410- rte at te%4% -t- /v"PJ of ,3,4e /L rte adai e T 0? * * ** * * ****a::x ***** ******************Fees************************* * *** * **x *** **** Submittal Fee $ Permit Fee $ 10© CCF $ kQ •o f(' Celer- Notary $ Training/Education Fee $ J Technology Fee $ V ' Scanning $ 1.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 9 7 `( See Reverse side --� Bonding Company's Name (if applicable) . Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not 'e approved and ' reinspection fee will be charged. Signature Signatu Owner or Agent Contra The foregoing instrument was acknowledged before me this62°Z The foregoing instrument was ackno1edged before me this day of 6 Cr , 20 09 , by .J��CT kie eativ , day of 0 Cr , 20 c+ g , by rieAr a eitierZit,, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. °0'p 3Q z3 "v. ;�G / '�' eao--0 Sign: a °o la ® rw Print: S n. Print: w NOTARY PUBLIC: NOTARY PUBLIC: My Commission Expires: My Commission Expires: 73 a3 ,„ (.0 F,9 ®tea® PM X NI ®: * * * * * * * * * * * * * * * * **** * * ****** ** ** * *** ****** :************** :*** ********: x************** * *** ***:x** *******4* ** APPLICATION APPROVED BY: (Revised 07/10/07) .)er "6,y677. Plans Examiner Engineer Zoning 111 111111111111111111111111111111111111111111 Permit # Folio # /f`Jaw- -045-- 007D NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement : 1. Legal Description of Property: Lot/5 /6, /% Block 2 Unit # Bldg # [Lengthy legal attached Subdivision / Condominium: kJ ifiagiik /4€/€ Street Address if available: /061 lig % ,sr %'f ro4Q''I% 5//ci&5 ,C/ 33/11 2. General description of Improvement: A(i /cam v'- Ned goo, 3. a. Owner name and address: _1.7 ey l d by b. Interest In property: A5 / /1%d �,3 sr ,ei o5-011 Jib/NJ #% CFI4 2009R07703o e9 OR Sk 27059 Fa 2671f (fps) RECORDED 10/23/2009 13 :51 :21 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COMM FLORIDA LAST PAGE this space reserved for recorder c. Name and address of fee simple titleholder (If other than Owner): 4. a. Contractor name and address: b. Contractor's phone number: 5. a. Surety name and address: b. Surety's phone number: c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number: A.126 45i G'IIdZlZy' ,39o/ r Y? mitiweed STATE E OF FLORIDA, COL N p Of 5," DE n • . '+ ices or_oother docu e ma CovBY — �u�- �. • �.e 7. a. Persons within the State of Florida designated by Own'ii{ rti provided by Section 713.13(1)(a)7., Florida Statutes: H.�F ,VE v PAM Name: Address: b. Phone number: 8. a. In addition to himself or herself, the Owner designates b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement : to receive a copy of Uenor's Notice per Section 713.13(1)(b), (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR ' ECORDING YOUR NOTICE OF COMMENCEMENT. Signature By Print Name TltlelOffice cer/Director /Partner/Manager By Print Name Title/Office STATE OF FLORIDA COUNTY OF BROWARD q The foregoing Instrument was acknowledged before me this 22 day of r , am?' B .7 7/ffCi Li t%, Individually, or 1 as for ElPersonally known, or produced the following type of identification: ,PRIG �y 4.rG1f /p ROOFS BY CHERRY, INC. Signature of Notary PubU 3901 SW 40TH AVE Print Na HOLLYWOOD, FL 33023 (SERI-) 306- 6-4 f 'yz VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Notary t°" . 7177.,, .1 D My Coma,. 11; Notary Public, Expires of Forkia My 091 •it' :, Comm. No D1870500 Slgnature(s) o (s)' A ;; rued Officer/Director/Partner/Manager who signed above: By By g :trecordinglformslnoc - notice of commencement revised 7.3.07.doc a ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida. Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. SACt(On A pstneral Infnrniatinn} Master Permit No. . Process No Contractor's Name ADI S 65/ C AIR/Sy /vs! aE 930 Job Address Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal PaneUShingies Shingles ott New Roof ❑ Prescriptive BUR-RAS 180 ROOF TYPE 'MortadAdhesive Set Tile ❑ Wood Shingles/Shakes Reroofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / ®b 9700 Total (SF) 9700 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. D 1 R c FLORIDA BUILDING CODE — BUILDING Imminnimwomiap Ham iS: 1P1r612 cu Ha; APPROVED ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL • STATE AND COUNTY RULES AND REGULATIONS 1 II ERVIN �% 11- Efill NED HMI Pr Pri ►t1:�1 10 a312 'tOWsal 61 ■ E - - - -- a OCiil ....� MEE1 ■■ � ■1 NM= II MI II 11111UROMEN111 OPINIREL INVDMINAGEMEMIN WANE NOM ME 111111 kith A EPA • UM 111 VIM NINNIESNI 11•115 MEM UM ME II UNPANNIE EILL-..VEMEMENTIMOVINI Emanu_weld INTENUMBI EMI. :Mum Z111 ■ • ANN I REM ,ah ti ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High. Velocity Humane Zone Uniform Pernik Application Form. Section C (Low Slope Application) Surfacing: • /V° Fill ht specific roof assembly components and Identify manufacturer (if a component Is not used, identify as "NA") System Manufacturer ',/soe n Product Approval No.: 07-•/421g, 6 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Y 2 Pmax2: g2" 6 Pmax3: Iz 'id Max. Design Pressure, �.2 y_ntI specific Product Approval system: Deck Type: like %Bd70 Gauge/Thickness: Slope: lig N) is Anchor/Base Sheet & No. of Ply(s): it r AnchoriBase Sheet Fastenet1BondingMaterW: Insulation Base Layer. !' Base Insulation Size and Thickness: It t4 Base insulation Fastener/Bonding Material , Top insulation Layer: /t% Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Al t Base Sheets) & No. of Ply(s): 7S 411-14 l ijio1 Cdr /Q �t(,3Materlai: f Ply Sheet(s) & No. of Ply(s): tlf y 2 12/yi Ply Sheet N�N/IfNZ r g Material: Grr ommi 4C Sv t'irica'd Top Ply: OW i itr Top Ply D Sane 1 A/ ding Material: FLORIDA BUILDING CODE — BUILDING Fastener Spacing for AnchorBase Sheet Attachment Field: ," oc @ Lap, # Rows 2 @" oc Perimeter: 4 " oc @ Lap, # Rows _y_4§ G " oc Comer. " oc Lap, # Rows 9 @ " oc Number of Fasteners Per Insulation Board: Fleid AJ_ Perimeter __ Comer $1 Illustrate Components Noted and Details as Applicable: Woodblocidng, Gutter, Edge'Terminatton, Sipping, Flashing, Cordlnuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Matmial, Material Thickness, Fastener Type, Fastener Sparing or Submit 7o' /ids? 'WV IVY Parapet Height /0' / /,yd0ad Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Pent Appfcatton Form ,Srar:tinn n (Stepp SInprad Rnef Systrn) Roof System Mannuufa ry Ott # 1.047, 711 of Acceptance Number: 02— 0 7.20, 0,3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Caiculationsj 1: 6, 713, P2: /7s ? a P3: JD , ,17 Maximum Design Pressure (From the Product Approval Specific System): 90 9 Roof Slope: : 12 Deck Type: Type Underlayment: Insulation: Are Barrier: Fastener Type & Spacing: Adhesive 'Type: Ridge »nation? Warne #Air O o /0-1r Mean Roof Height: /2' A/4. l imewP /4'e oiesix two Type Cap Sheet: L., 4 ID Roof Covering: i!j• ru 'type & Size Drip Edge: i FLORIDA BUILDING CODE BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 HI - Veklcity Hurrkatle Zona Uniform. Permit won Fenn. . S n CGLEXEUILCMICLIIMUOMS) • For Moment based dle systems, choose either Method 1ot2. Compare the values for Mr with the values from l Ifthebdrvelaes ant gages then o equal to the Mr vadas,ftt each area of the root then the rile mailman Method is awe. Method 1 "Moment Based 191ecalculadwtsPerRAS 127" cp22 •6 x 8,LL $Ma /7 /a (P3:! /6,.? xx0,329 .AJY4-mw L/7 -44334 176 Product Approval Mr F?l 7 Prods Appal MOW Product Approval Mt 9D1 Method 2"Simpli dThe Calculations Per Tibbs Below" Required Moment of Resistance (Mr) From lhtde Below Product Approval Mr . M, utred Moment Resistance* *Must be media conjunabn with a Ibt of moment based title eyetema endo and by the Sward County Board of Rule and Appeals. ForUpgftbaaed tile systems use Method 3. Compared the vahres BOP withthe adnusforl If the fr values= greater than orapmlredwFrvalues,. for each area of the root then the the attachment method is acceptable. Method 3 "Mores Based Tile Calculations Per RAS 127" (Pi: x L a x w• W: x cos B .Frd Product Approval lY (Pr x L a x w e - W: x cos B = Fa Product Approval F' (P • x L m x w: d - W: x cos d = F . Product lY to Obtain information 2Lee r L11 . III! !I.!, _ ! iF 1,.;:' i. 4;, �._: _ 1 _ -. _ _:.n.:, _ < �;• -_icy Mean Roof Holub Roof Slooet Aerodynamic Mult1piiw Restoring Moment lee to Gravity 0 fob Site lob Site x product 6aproval Product Approval AtttcmentResistanoe Rewired Moment Rost Product Amend Calculated Minimum Attachment Rem Recruited Unlift Rem pY Product Approval Pr calculated Assume Tits Weight Tile Dbnenslons W L =length W >s width Product ANNOYS] Product Approval A11 calculations must be eubmhmd to the building official at the date of nemitaptiicadm. FLORIDA BUILDING CODE— BUILDING VY; A 0.330 g83 6, 713 737. x 6330 ?3s7 $,17 /7 X1? /lox 3 /162 x o: 33 .� x.17 3" /7g Owner's Notification Form SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing .sys+tem installations. Additionally, the following items should be addressed as part of the agreement between the owner aild the contractor. The owner's initial in the adjacent box indicates that the item has been explained. IA ,,,' 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be • • I - ssed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option, • f maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing 7 stem is removed. Ponding conditions should be corrected. �„� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior ofoe structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: / Permit Number: file: / / /q/ Documents% 20and %20Settings /sky/Desktop /SECTION 1524[1].htm9/27/2007 5:46:06 AM E / WILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DiVIION NOTICE OF ACCEPTANCE (NOA) MIAMJDAnECOUNTY, FLORIDA METRO -DADE RAMER BUILDING 140 WEST FLA,GLERsmEZT, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305)375 -2908 Hinson Roof TB* 858 South Ivry Trail Deerfield Beach, FL. 33442 SCOT: This NOA is being issued under the applicable roles and regaled= governing the use of construction materials. The documentation submitted has been revieSved by Miami Lade County Product Control Division and accepted • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and othes areas where allowed by the Authority Having Jurisdiction (AR1). •This•NOA shall not be valid after the expiration date stated below. The Mend-Dade County Control Division (In nand Dade Co ty) and/or the AIU an areas other than Mani Dada County) reserve the right to have this product or material tested for quality assurance purposes. If this pub* or material fails to reform In the accepted mamas, the manufacturer will incur the expense of such testing and the MU may immediately revoke, modify, es suspend the use of such product or malt within theme jurisdiction. BORA reserves the right to revoke this acceptance, if it is deter by Miami-Dade County Prods Control Division that this product or material fails to meet the rests of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Bum Code including the HO velocity alitiCalle Zone of the Florida Bantling Code. DESCRIPTION: Hanson Flat Tile LABELING: Each unit atdl bear a permanent label with the manufactures name or Iogo, city. state and following statement "Mirami-Dade Canty Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA stall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the penfo nance of this product. TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Adosuse of this NOA as an endorsement of any product, for sales, advertising or any other pqrposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number pteceded by the words Miami Dade County, Florida, and followed by the expiration date any be displayed in advertising litantare. ff any portion of the NOA is displayed, then It shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex NOA Nara 07- 0720.03 EsfrationDate 49/27!12 Approval Date: 0947/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL COY: Roofing Sub- Categoryt Nat Profile Roofing Tiles Material: Concrete L SCOPE This Is a new system using Hanson Plat Tile, as manufmtured by Hanson Roof Tile Inc. in Sanderson, Florida and described ht Section 2 of this Notes of Acceptance. For loc turns where the pressure its, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION MaggegEllik Test Hanson Fiat Tile 1==17.25" TAS 112 w = 13" Trim Pieces 1= varies TAS 112 wmvaries varying thickness 2.1 SUBMITTED EVIDENCE: TestAmsnary PRI Construction Materials HRT- 023-02-01 Technologies Redland Technologies 7161-03 Appendix III The Center for Applied 94-084 Engineering, Inc. The Centex for Applied 94-060A Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Ending, Inc. 25- 7094 -2 25-70944 Product Flat, interlocking, concrete the equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessary trim, concrete roof pieces for use at hips, rakes, ridges and valley termination. Manufactured for each ale profile. Itatliamthienti TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlnp, Nails, Direct Deck, New Coest nccdon) June 2007 Dec. 1991 May 1994 March, 1994 Oct. 1994 Static Uplift Ted Oct. 1994 TAS 102 (4" He adlap, Nails, Battens) NOA No. 07-0720.03 Fsldratk nDate 09/27/12 Approval Data 09/27!97 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Eng, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Fngineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Wa&er Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 60'd 6BZC L88 906 25- 7094 -5 25- 7183 -6 254183-5 25- 7214 -1 25-7214-5 7161-03 Aix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC 77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing TAS 102 (2 Quik Drive Screws, Direct - Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quilt-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25-7584 25- 7804b -8 25. 78044 & 5 25- 7848 -6 25 -7183 March 1995 Two Patty Adhesive Set System April 1999 NOA No.: 07-0720.03 Expiration Data 09/27/12 Approval Dates 09/27107 Page 3 of 6 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December 1996 S'I I Z . 00ti Nvarmanulaw 9t : ZO 600Z- ZZ -J.00 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3A Armin= undorlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped nnderlaynicnt applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for woad deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations . Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight•W Obf) Length -I (ft) Width -w (ft) Hanson Flat Tile 11.2 1.4375 1.08 Table 3: Restoring Moments due to Gravity - M Table 2: Aerodynamic Multipliers -1(ft) Tile Profile Tile 1 MI) X (ft3) 6 ":12" Profile Batten Application Direct Deck Application Hanson Fiat 11Iet Battens 0.304 0.330 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 12:12" 6 ":12" 6 ":12" 7':12" greater Battens or Direct Deck Hanson Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.53 8.25 7.46 8.17 7.35 8.05 7.20 7.88 7.02 7.69 6.83 7.48 '0'd £8Z£ L88 90£ NOA No.: 07-072003 Exigration t 09/27n2 Approval Date: 09127/07 Page 4 all HILL dO0H viva 1l2ia'3Z I an .? : ZO 6002- ZZ -1o0 Table 4: Attachment Riddance Expressed as a Moment - Mt (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" PlYwood) Battens Hanson Flat Tile 210d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 210d Smcoih or Screw Shank Naffs 14.0 18.8 NIA 1 #8 Screw 30.8 30.8 - N/A 2 #8 Screw 51.7 51.7 N/A 1.10d Smooth or Screw Shank Nap (Field clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Save Clip) 19.0 _ 19.0 N/A 2 -10d Smooth or Screw Shank Naps (Field Clip) 35.5 35.5 N/A 2-10d Smooth or Screw Shank Nails (Save Clip) 31.9 31.9 N/A 2 -10d Ring Shank Naps' 1 50.3 1 65.5 N/A 1 Installation with a 4" tile headlap and fastemers are located a min. of 216° from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft lbt) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tile Adtes1ve 31.3s 2 See manufactures component approval !Or installation requirements. 3 Flexible Products Company TtleBond Average wed per patty 13.9 grams. • Polyfoam Product, Inc. Average weight weedy 8 nrmns. Table SA: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tile PolyProN 118.9' PoIyProTM 40.4* 4 Large paddy pptenement of 45 of PotyPro '. 5 Medium paddy Placement of 24 grams oUPoIyPro'na. Table SS: Attachment Rem Expressed as a Moment - Mt(ft-Ibt) for Mortar or AcTheshre Set Systems Tile Profile Tile Application Attachment Resistance Hanson Fiat Tile Mortar Set° 43.9 . 6 Tile•Tke Roof The Mortar. Qn ..J 0070 100 Gn4% NOA No.: 074720.03 Expiration Data 0927/12 Approval Date: 09/27/07 Page 5 of 6 ran T .TMV ITUITISTITITITT3 T Trt'SL1 1 Ilk •'Jf CAn7_'19_T"RA 5. LABELING All tiles shall bear the imprint or identifiable tnarking of the manufacttner's name or logo (See Detail Below), or following statement: "Miami Dade County Product Control Approved". HANSON FLAT TILE LABEL (LOCATED ON UNDERSIDE OF 'ME) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS HANSON FLAT TEX END OF THIS ACCEPTANCE Oft • A' c'a,c J 00 (SAO NOA Noy 01- 0720.03 Expiration Dater 09/27112 Approval Date: 89/27/07 PPage6of6 ROOFING SYSTEMS (TGFtJ)— Continue Foam: "Poly-Ise or "Poly -Iso Special" with "Polyfoam 251 ". or 303",1in.min. flAtse COa One or two applications "Gacoflex U8-70 l/sq/a ,cation or three applications, applied 1 -1/4 :gal 116 -32 ry Icing: "Gacoflex UA -65" Series (various colors), applied 1 PIN `(12' dry mils)! 30. Deck: NC Iodine: 1/2 Foam: "Poly-1s°' or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050", applied at 1 al/sq/apptcation :or three applications, applied 1 -1/4 gal/sq/application 16-32 dry mils); ng: "Gacoftex UA -60" Series (various colors), applied 1 gat/sq (15 dry mils). 31. Data NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303", 1 in. min. Base "GacoSil 5-1000", applied at 1 gallJ/sq (19 .dry •Surf "Gacoflex 54000", applied at 1 gal/sq (10 dry mils). 32. Dada NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 .dry mils. 33. Dedu NC . Incline: 72-1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat "Gacoflex 0,621.1 ",1 -1/2 gal/sq. (14 dry mils). Surfacing: "Gacoftex A76200" series (various colors), 1 -1/2 gal/sq (14 dry mils} ' ', . y i G SYSTEMS (TGFU) Con inued .composite, wood fiber/isocyanurate composite, phenolic, any or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply nip Gravel. Decks C-15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood' fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers pertite, wood - fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. • Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap-Sheet'. 4. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet:;Any UL Classified gravel surfaced Class A asphalt glass fiber mat 5.: C2 Incline 1 . sup Sheet (Optional): Red rosin paper, •nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheer (may be nailed). Ply Sheet One or more layers • of Type 61 "GAFGLAS Ply4" or GAFGLAS Ply • 6 ". Cap Sheet: One layer of Type G-3 "GAFGLAS-Mineral Surfaced' Cap' Sheet". 6. Dedc NC Incline: 3 Base Sheet: One layer of Type G2 " GAFGLAS #75. Base Sheet". Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". 4 Cap Sheet: One layer of Type 6-3 "GAFGLAS Surfaced Cap Sheet". 7. Della C -15/32 Incline: 2 Insulation: One or more layers pertite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pertite /urethane corbposfti,' phenolic, 1.0 in. min (offset from plywood joints G in.). Base Sheet One or more layers of Type' G1, G2 or 63 Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). .'• • Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8 Deck: C -15/32 • Incline: 2 Insulation (Optional): ' One or more layers pertite, wood fiber, gglass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. - Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gi, . Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), ".Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. '1. Della Class B C -15/32 Incline 3-1/2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, indite/ urethane . composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type 61 " GAFGLAS Pty 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Della C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pertite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), '4tuberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deco C -15/32 Incline 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ • GAF MATERIALS CORP R1306 (N) 1361, ALPS RD, .. 2 . "RUBEROID Mita& + i +q . Base Sheet" may be utilized as an alternate to Type G2 bass -� in '. ; f the following Classifications. 1/2 rn • thick ('min) r44 in. thick (min) Georgia -Pacific "Dens- Deck®" overlaymentxboard maybe used in any existing noncombustible deck CLassification..When this is done, the resulting roofing system is acceptable for use over combustible x(15 32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the ro item, it must be placed below the overlayment board. , , - , . ASPHALT FELT SYSTEMS WITH HOT ROOFfht Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet") is a suitable alternate for Type G1 asphatt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6") in the Class. A, B or C roof systems indicated ,below. The roof deck may first be Covered with a Type G2 asphalt glass mat base sheet "GAFGI,AS Stratavent ' Nnt -Ply) perforated" or "GAFGLAS Stratavent (Vent - Ply) :for.imitable decks". Perforated to be mopped and imitable to be mechanically attached granule side =down. As an option Type 62 asphatt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS Stratavent (Vent -Ply ) for imitable decks") may be substituted for 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6") as the nailed• base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may beused for flashing in any of the Class A, B or C systems listed below. When "pertite " is referenced, this includes "GAFTEMP. PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems Listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. . The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin. paper (pertite /rosin paper /polystyrene / perbte) is a suitable attemate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" May be substituted for any isocyanurate insulatiBn in any of the following Classifications. . Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Dada C -15/32 Iodine: 3 Insulation' (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate corfiposite, pertite/ LOOK FOR NARK ON PRODUCT T GAFGLAS® Specifications. N- B- 4 -M/P6 and N -B -4 -M nunn U," Of (17 v 1.1.1 oiFou s Mineral s mlacad Ca Sheet Ah North, South, and Nest Zones Nailable decto419intete s perf oot slope, except for lightweight insulating concrete decks Which are Whited to a maximum.slope`of 1" perfoot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable decks. For lightweight insulating concrete decks, see page 9. Materials Sheathing paper (1 ply, if required) Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Rooting Asphalt Interplles • Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate:Weight per Square 175 -250 lbs.. Specifications aenetal; �: ,r_ bbsign'"and ApplitatiosiConsidetations detailed in this Manual shall apply in addition to the following re ommendatlons and specifications.: . Application of Rooting Membrane Ovet.entire atniate, lay one ply of sheathing paper where applicable. Lap :..8 each shoot 2 buOies over precedtng'sheet Nall sufficiently to hold in place. 2. Statt)np at the low point of the roof, lay%bne ply of Base Sheet, lapping each shot 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at Intervals not to exceed 9 inches and stagger -nail down center of shoot In two rows with nails spaced at 18 inch intervals in each row. Use fas- tenets with Integral metal heads at least 1 Inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 20 3/, inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements • • Interpty moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with . • a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the sloes invblded must`be used: Slope per loot Asphalt Type oo Up to 3" • Steep ASTM Type III 3% 6` HT-Steep ASTM Type W On slopes up to '1. inch per toot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing - Apply GAF&AS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the taps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations Tor use over gypsum decks on page 9. Z. Acceptable Base Sheets include: STRATAVENr Nailable required for freshly poured gypsum decks, GAFGLAS #75 Base Street, RUBEROID'' Modified Base Sheet, GAFGLASt* PLY 610, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 61s used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet,' page 19. 4. For roof slopes of 1 inch per toot or more, all ply felts must be back - nailed 4 incites in from the back edge of the felt. Seelnstallation on Steep Roofs," page 10. UL Classification'. UL Class Substrate Slope A A 0 C NC c 2' 3' 3'h' UL Chart Key 1.Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "in inch thickness), oriented strand board (min. 'b inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches Per foot.- • Specifcation ___________L___ __L .4.1.0 G uarantees N B 4 -M/P6 Guarantees Available s: 15 yr. West Zone only, Wood iieeb. N- 0- 4 -M/P6 15 yr.,' 4' Lightweight Insulating Concrete (See page 9.) N-B-4-M 12, 10,5 yr. F,_'} O1loZIZ007 11:10 ie01a1,13017 1011,DING CODE COMPLIANCE OFFICE cnoeoj .PRODUCT CONTROL DIVISION NOTICE OP ACCEPTANCE (NOA ) GAF Material Corporatbn 1361 Alps Road Wayne, NJ 01490 AtSI: P91AP71 rAllt. ell 17 MIAMI DADS COUNTY, FLORIDA METRO -DADE MAULER BUILDING 140 WEST FM.AGIM'rt STREET, SUITE 1603 MIAMI, FLORIDA 331304569 (303) 373 -2901 FAX (305) 375-2901 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consottetioni materials. The documentation submittal has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee in be used in Miami Dade County and otter areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA sheath not be valid after the expiration dare stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHD (in areas other than Muni Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material Ms to perform in the accepted manner, the manuaact: ar wilt incur the expense of such testing and the ANJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material Ms to meet the requirements of the applicable building code. This product is approved as desdribed herein, and has been deigned to comply with the Florid' Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION GAF Conventional Builb.IIp Roof System for Wood D e ek& LABE LING: Bach unit shall bear a permammt label with the manufacturer's name or logo, city, state and following Wit: "Miarrd -lam County Product Control Approved ", unless otherwise noted herein. RXNEWAL of this NOA shall be considered efler a renewal application has been filed and ire has been no charm in the applicable building code negatively affecthrg the peri:nance of this product TERIVIINATION ofthis NOA will occur alter the expiration date or if there bas been a revision or change in tint mils, tem, and/or manufacture of** product or prom. Mole of this NOA as an endorsementafany product, for sales, ring or any tamer reposes shall autommicalb, terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .A VERTIBEME': The NOA umber pry by the words Muni -Dade County, Florida, and 1 lowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety IN$PEC7TON: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors turd shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03-0501.05 and consists of page 1 thropgh 19. The submitted documentation was reviewed by Jorge L Acebo. `D. (5 NOA No.; 074219.09 Expiration Date: 11/04f13 ApprovaI Dates 03/20/08 Page 1 or 19 Leak Huate>*$ Mathew 5 Ohms 303 Fibered Fiber Aluminum Roof Coating Leak Bustetni Maarix*1s 5 pitons 304 Nowt Fibtaed Aluminum Roof Coating APPROVED INSULATIONS: Product Nam 13nergyOuardm RA, RN Composite A & N EnerifiGuerem Fiberboard EnergyGurming Pemtalite EnargyGtard*a OAFCANt M Eoe GuardTM P�armallite Recover Board EnergyOuard 4 Tapered Edge Strip Energyra mrd' Partite EnorgyOuarel High Deniity Pibeiboard FneargyGuardrs" Composite EuergyGuwd"" Composite RA Wood Fiber High Dom' Wood Pibord Perlite in sultriai Dens ". Den Dark Dens Dcck Du a Struodek Securooklm Test Product iltaziBtka ASTM D 2824 Filmed aluminum mating. Ling. ASTM D2824, NoG.fbened aluminum pigmented, asphalt Type 1 roof.g. .. • Tubb 2 P1rod*gt Description. Polyincyanurate toam its Falyisoermurate foam lion with high density fiberboard arPcrmalite mike insulation. . Fiberboard insulation, Feriite insulation board. Cut perrlita board Perlity roomer board Taped polite board Pertitc insulation board High density wood rboard in ulaticn. Potyiaayanurate/wood fiberboard composite Polyiaocyanur fiberboard composite Wood flei insulation board Wood fiber insulation board Periita ikon bird Water r gypsum board Wood fiber insulation board Fiber reinforced roofboard Manner Mites Current 1443A) BMCA • ' . GAF Manch& Corp. GAF Materials Corp. GAF Menials Corp. GAF Mat }te Corp.. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic • generic Meth G-P Gypsum Corp Kniglt Color= USG Corporation NOA No.: 01- 1219.09 Expiration Data 11104113 Apprevd Data: 03/20/0a Paps 6 of 19 Beck Type 1: Wood, Non - insulated • Deck Description: 19, or greater plywood or wood plank decks System Type Ea Base sheet n eohaniccally tined. MI General and System limitations shall apply. Fire Warmer: FimOure'"M Fire Barrier Coating, Versa$$ eJd°Noe -A JpcFiberglass-Based (optional) Underlaym t or Scanockm. Ilse shear GAFGLASI° #80 ULTIMA= Base Sheet, STRA.TAVENT® Bliminator*M • Mailable„ RUBEROID40 Modified Base Sheet, RUBER011r 20, RUBP.1(OIDe Heat WeidTM Smooth or RUBEROID. Heat WeJdTh" 25 base sheet mechanically fastened to deck as described below•, Fastening Options: OAFGLAS. Ply 4, GAPOLAS110 Flex PIyT' 6, G&FGLAS1'#175 Base Sheet or any of above Base sheets attached to deck with approved annular databank nails and tin caps at a fastener spacing of 9" o.c . at the lap staggered and In two rows 12" o.c. in the field. (filineintwn J n Pressure -dSpsi See General Lienitaiioa PT QAFGLASS Ply 4, GA1 GLAS..Flex Ply= 6, OAFGLAS A° 675 Ban Sheet or any of above Bus sheets attached to deck with Drill-Tec' 012 standard, 614 or # 15 Screws and 3" Drill -Teem steel Otte or Drill Tcom Meter= Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced appruxlmately 12" o.c. in the fold of ills sheet. (Maxkntun Design Pressure - dSpff; See GevsendLhnitation #7) GAFGLAS. Flea Ply's+ 6, OAFOLASt° 075 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin asps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf; See General Liali* atlim #9) GAPOLAS'a #80ULTIMATM, RUBBRQID"20, RUBEROID'°Mop Smooth, lase sheet attached to deck with approved 114" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.e. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the ceder of the membrane. (M .Pressiffe -- 60 ps11 See General Lintiteti n 07) GAFGLAS10 075 Bus Sheet or any of above Base sheets attached to deck with Drill-Tech #12 standard, 014 or # 15 Screws and 3" Drill -Teem steel plate or Drff1 TecTM AccuTrac Plates, 12" o.e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.o. in the field of the shit. iMaurineeneDesign Prawn —614 f, See Onteral barn 87j Any of above Bus sheets attached to deck approved annular ring shank nails and :3" inverted Drill-Teem insulation plates at a. fkstanat spacing of 9" o.c. at the 4" iisp staggerer in two rows 9' in the held. (Maxbnwn Deign .Pressetre - .6'9P4f See General iiffiliatOn 17) NOA NW 074219.19 Bzphetion Dot 11/04/13 Approval Dec 03120 Page 11 of 19 GAFGLAS° #75 Base Sheet or any of above Bey sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" 1'11 -Teo steal plate or Drill -Teel" Amara* Plates, ft' 0.e. is 4 rove. One s is In the 2" side lap: The other tows are equally spaced approximately 9" oz. la the held of the sheet. • (MuxInwm &edge MINIM ?5 W, See Genteel ntia, #7). Ply Sbeet One or mote plies of GAPGLAS1e' PLY 4, #110 ULTIMA, RUBEROID° MOP Smooth or RVBEROII3° 20 adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Cap Sheet (Opdanai) One ply of GAFOLAS°e Mineral Surfaced Cap Sheet or t3AFGLAS°e RnergyCapTM Nral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs sq. Snr fa (Optional, required if RUBEROID'e MOP Smooth or RUBBROIDe 20 is top moinbrane) Install one of the following: L Gravel or slag applied at 4001bsJsq. and 300 ibs,/sq. respectively in a flood coat of approved asphalt at 60 lbsfsq. or applied in a flood chat of Leak BustorTM MatrixT" 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS.Mineral Surf+ l Cap She r4, GAFGLAS°Bnergy Cap Mineral Surfaced Capeheet adhered in a NI riming of approved asphalt applied within the INT range and at a rata of 20-40 lbs./sq. 3. Leak Bastes Matrixra 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster Matrix's 715 , Leak Bustin* Matebfr" 322, TOPCOA'1. MB+, TOPCOAT') Pkasitield Roofing Membrane, applied at 1 to 1.5 gal./sq'. 5. Leak Bateau MatrixTU 602 MB Xtra iglastimurric Roofing Membrane, BnergyOote® roof cbatl tg applied as 1 to 1.5 galfsq. 6. TOPCOAT. Surface Seal, TOPCOAT. Firesbie1d" SB Solvent based Elastome ric Roofing Membrane tspplied at Ito• l .5 gal./sq 7. Advance Oren Tedmologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in cummlialux with 113111.41fiCtUftell Specifications and applicable Builder Oodes. um D Pressure; Festeni ig Above NOA Aiat 07- 1219.09 Expiration Data 11104113 Approval Dates 03120/08 Pee le of 19 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply's d 6 when used as a mechanically fawned base or anchor stmt. 2. Minimum W" Dee Deckm or W' Type X gypsum board is amble to be installed directly over the wood deck. GENERAL L!M l7PATilol+ts: 1. Fire classification is not part of ids acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product ' 2. Insulation may be installed in multiple layers. The first lawyer shall be attached in complies with Product Control Approval guidelines. All oar layers shall be adhered in a 611 mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' it 4' maximum. 4. An overlay and/or recovery board insulation panel is rewired on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.a; or strip mopped 8" ribbons is three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow canes ventilation. Asphalt applies of eider system shall be at a minimum rate of 12 lisfsq. Note Spot attached shall be Balked to s medium des* pressure of 45 psf. 5. Fastener spacing for insulatkat attachment is based ova aMinimum Charmloristia Force (F') value of 275 . lbf., as tested in complianee with Testing Application Standard TAS 105. If the fhatener value, as field - te sted, are below 275 lbt insulation attact meat shall not be /tie able. 6. Fastener spacing for deal attachment of anchor/base sheet ormenbrane anaclinnutt is beset on e • minimum fastener resistance value in conjunction with the maximum dedigb value listed within a specifle system. Should the fastener resistance be less than that reguirel, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Ear; Art, or Registesd Roof Consultant may be submitted. Said revised fastener spacing shall ut ze the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculation in compliance with Roofing Application Standard RAS 117. 7. Perm nctsr and canner areas eball comply with the enhanced uplift pa'esswe requirements of these areas. Poser densities aball be ineremed for both insulation and base sheet as calculated in conmlisnee with Roofing Application Stand RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is speaffasadlly referred within tbb NOA, General Liiwibation #9 will not be applicable.) 8. All attachment and sizing of perimeter nnilers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pry ibnitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for adimeed fastening m enban pressure zones (i.e. perimeters, extended corners and comas). (When this limitation 1a dry referred within this NOA, emend Limitation #7 will not be eppplieablae.) 10.. All products St s i hehein aluall have a quality assure= audit in =edam with the Florida Building Code and Rule 9102 of the FlarldeAdmintstrative Code. END OF THIS ACCEPTANCE IRA Nat 07.1219.09 Rnpirudot► Dates 11104113 Approval Deter 051201/8 Page 19 of 19 �•T. a _4 BUILDING CODE cOMPLIANCS orrice OK= PRODUCT CONIDOL DrWSION NOTCE OP ACCEPTANCIAL* Pvlylbatta Product% 31715 Boudreaux Road Tomball, TR 7737S MIAMI -DAIS COROT. FLORIDA MErnaDADBattain BUDDING 140 WEST in,A¢,SR mu, sum 1413 MIAMI. FLORIDA 33130•1363 (305) 315 -3901 FAX (345) 373 -7901 Thint: • the use of boa m,terialA This NOA is being issued under the applicable rubs sad tegullatioaa governing Tho documentatitut submitted has bets reviewed by the BCCO and accepted by the Buu'iding Code apd Pmducd Review Committee to be used In Miami Dade County and other arena where allowed hydro Authority Having Jndsdiction (AM). This NOA shell not be valid atler ate expiration date dated bedew. The BCCO Oa Miami Dade sudier the Olt wow other thin Miami We Coati risme oho tight to have this product or material totted for quality usmsmsc purposes. If this 'godson or material faa'la to perform in the accepted manner, the manufacturer «rill incur the ammo* of such teeing and the AHJ may immediately revoke, modiify, of aurpend the uoa of ouch product or material within theirjutultliedon. BCCO teserves the right to rowke Ada meepbence, if it is determined by BCCO that this product or matedal faits to meet the roquitnmments of the applicable building code. This preduct b approved as described herein. and lout beea designed to comply with the High Velocity Hurricane Zono of the Florida Building Code. DESCRIPTION: Polyprote AR160 RENEWAL adds NOA shall be considered after a renewal application has boetr Bled and Thera boa been no change to the applicable building code negatively affecting thoped:manc c of this product. • TERMDIATION oftbis NOA will occur after the expiration date or tithe= has bean a revision of change in the nmterials, use,, and/or maturfactam of the product or process. Misuse of ttifa NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section °fib'sNOA shall be cause fix termination and removal of NOA ADVERTISEMENT: The NOA innulscr preceded by the words Miami -Dada County, Florida, and followed by the cion date may be displayed in advertising literature. If any portion of the NOA is displayed, then it slued bo done In data entirety. INSPECT ION: A copy eels cadre NOA shall be provided to 'homer by the rommfacturer or fts distributors and ebiall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01.0521.02 and consists of pages 1 through 7 The submitted documentation was =viewed by Iffge L. Acdw • NOA rh.: 044101.02 Esptratlan Date: 05110111 Approval Date: swum Pogo t oil ROOFING ASSEMBLY APPROVAL: Categoryl Roofing Sub Category: Roof file adhesive Metcrteie: Polyurethane SCOPE: m SoctloA 2 This approves Polypra ADI68 as roam by Polygons Products. Inc. as described of this Notice of Aaxpunce. For the Wagons whore the &alp posture r detcsadned by applicable building oodae, does not exceed the design pr ss en values obtained by calculations taw, sad in • compliance with Roofing Application Standard RIAS 127, far use .vlth sppca� t, profile roof tiles system acing Polypro Alf 160. Where the attachment calculations are die as a malnant based system for single petty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: frost Manadm Folypro0.8 AH160 FoamprodD RTF1000 Prank. 30 & 100 N/A N/A N/A TtHi ileASISIRS TAS 101 rreductileeedutlee Two component polyurelinum foam adhesive Dispensing Dispensing EquiPmunt PRODUCTS MANUP'ACPURED BY OTRERS: Any Miami -Dade County Product COMM Accepted Roof Tile Anombly leaving • current NOA which list moment resistance values with the use of Polypro AR160 wattle adhesive. PHYSICAL PROPERTIES: Deity Compressive Strength Tensile Strength Water Absorption Marra Vapor Transmission Dimensional Stability Closed Cell Content ARM D 1622 MTMD 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 gnat 1.6 UM? 18 PS1 Parallel to rise 12 PSI Perpendicular to rise 71 PSI Parallel to dse 0.08 Lb.JFt1 3.1 Perm /Tech +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @15s'F.,100% Humidity, 2 weeks 86% Nato; The physical properties listed absve are presented as typical avenge valuer as determined by a eeepted ASTM test methods and are submit to noraeel manuf* t*rtug variation. NOA veers 06201.12 Moir a= Date 05110111 Approval Date: 04/13(06 di EVIDENCE SUBMITTED: Test Agency Tarot ideuNijlir TeitName/Revert pats Carter for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1P4 TAS 101 12/16/96 25- 7438 -3 SSTD 11-93 10125/95 2S-7438-4 25-7438-7 SSTD 11.93 11/02195 25 -7492 SSTA 11-93 12/12/95 Mies labareorica NB-589-631 ARM D 1623 02101/94 Polymers Division Ramtcch Laboratories, Inc. 9637-92 ASTM E.108 04/3013 Southwest Research Institute 01- 6743 -011 ASIM E 108 11/16/94 01- 6739 -0626[1] ASTM 1184 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 C lt:dee Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454.9.1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109-2 520109 -3 520109.6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2 -1 LTNUTATIONS: 1. Piro classification is not pmt of this acceptance. Refer to the Prepared Roof I iIc Assembly for fire 2. Pallypro® 013160 shall solely be used with flak law. & high tide pro£lcs. 3. Minimum uandccrlayment shall be in compliance with the Rooter Application Standard RAS 120. d. Roof Tiic mantrfecwrca acquiring acceptance for the rue of PolyproQl AH160 roof tilt ad Iic 1vo with their the assemblies shall tat in accordance with TAS 101. • S. Roof Tile matmfecteres squiring saeptenoa for the use of HANDI -STICK roadie adhesive with their talc assemblies shall test in accordance with TAS 101 with section 10.4 as modified bin. r ► F! • P48 NOA Ni. 000311.02 Rspirailea Date: 15110 /11 Approval Date: e4t131116 Pap 3 *17 INSTALLATION: 1. Polyps ► AI1Id0 may be used with any roof tile assembly having a current NOA that list uplift rvaiatancc with the use of Polypto. AH160. Z. Polyps*. AH160 a hill be applied in compliance with the Component Application section and the core s<ponding Plaeoast Walls noted haertan. The roof tile assembly's adhesive suasion nt with the use of Polyproa9► A11160 shall provide sufficient attachment resistance, amassed as an uplift based system., to meet or mend the uplift resistance determined in compliance with Miami •Dade County Roofing Application Standards RAS 121. The adhadve attachment data is noted in the roof tile assembly NOA 3. Polyprod) A1116O roof the adhesive and its shall be installed in accordance with Rooter Application Standard RAS 120, and Polyfosm Products, Inc. Palma A11160 Operating Instruction and Maintain= Booklet. 4. butalluion must be by a Factory Trained 'Qualified Applicator' approved and Uccnsed by Polyfoama Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority havingiurisdiction. 5. Calibration of the Foamprote dispensing equipment is regoirodbefvco application deny edhosive. The amp Rio between the "A" moot end the "B" component wall be mrdntanaed balsam 1.0- 1.15 (Ak 1.0 (B). The dispense timer shall be sat to deliver 0.0175 to 0.15 pomade per the as determined at oalibtntion. No other settings shall be approved. 6. Polypro® A11160 stall be applied with Pumps* RTF1000 or PrcpacbR 30 & 100 dispensing ogndpmcnt only. 7. Polyps*. AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set wtdthi 2 to 3 minutes aBcr Polyps°. AR160 bag been diepa rsed. 9. Palyprog► AR160 placement and minimum patty weight shall be in accordance with the 'Placement Debra,' herein. Each generic tik profile requires the specific placement noted herein. Table 1e Adhesive Placranmt For Each Generte Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (t� Wanly) . Two Paddy Weight per paddy Min. Winne) Flat, Low, Righ Profiles 01 • 35 N/A High Profile (2 Piece Boni).__. #1 _ 17 /aide on cap and N/A Flat, Low, High Profiles #2 24 .�. N/A FIat; Low, Iiigh Profiles #3 �� 8 LABELING: All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERAVAT REQUIREMENTS: As faquired by the Building Official or applicable building code in order to properly evaluate the installation of dria system. 140A ties 06.0201.12 Expiredon Data OS/111t11 Approval Date 04/13/06 Page 4 o17 ADDS PLACEMENT DETAIL 1 SINGLE PATTY Now arrazoLA Napfre = Date: 0511in 1 Approval Date: 114113i Page Sd7 Amami Puma= G 2 3uNMPATTY NQA N..: fS2OLI2 E*p radon Date: 0SI16/ll Approval Dates 04/13/06 Page 6 oil ADsESIVE PLACE DETAIL 3 DOUDLE PAT1+Y END OF TES ACCEPTANCE NOA Na: 06- 0201.02 E2ptratsa Data: i11p111 Approval Date: 114/13/04 Page y of 7 L Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 04/24/2010 Applicant 1051 93 Street Miami Shores, FL 33138- 1132050150090 Block: Lot: BRIAN & STACEY LEVY Owner Information Address BRIAN & STACEY LEVY 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) ROOFS BY CHERRY Phone 305 -653 -8542 Cell Phone Phone Cell Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: NEW AND REROOF Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Permit Technology Fee Scanning Fee Submittal Fee Submittal Reversal Fee Amount $16.20 $5.40 $350.00 $8.75 $12.00 $0.00 $0.00 Total: $392.35 Invoice # RF -10-09 -36222 $ 392.35 $ 392.35 $ 0.00 Check #: 2475 Total Amt Paid Amt Due $ 26,800.00 4800 For Inspections please call: (305)7624949 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, draw!ngs, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abo> -named contractor to do the work stated. January 28, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 28, 2010 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 152525 Permit Number: EL -10 -10 -1865 Inspection Date: October 21, 2010 Inspector: Devaney, Michael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: W. W. Work Classification: Temp for Test Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments TEMPORARY FOR TEST Passed Inspector Comments ,r Ti ,� / �f / rya- r/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 21, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Ty OWNER: Name Address: City: Tenan t Email: itleholder): aMgWR Permit No. 10 ®° 1 cfMaster Permit No.°c 9 L le o�.» 95f 914- 105'J ssee Name: ►- edVeaa • u>m JOB ADDRESS: qk City: Miami Shores Folio/Parcel #: State: Pi Phone #: Zip: County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Nam ' �� Address: ' W c t\( 151}1. City: V State: Pi, Qualifier Name: State Certification or Registration #: _11001 7 Y ! Certificate of Competency #: NO Flood Zone: Phone # o5 132ILj- Phone #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ l 00 Square/Linear Footage of Work: Type of Work: UAddress UAlteration n T UNew O ew ORepair/Replace Demolition Description of Work: TiM p I ( for e t *******+ x******* + n* ******** ** *********** Fees************ ******+ x*+ x+ x*+ x+x *****:x*** ** ****** ** Submittal Fee $ SD 2 Permit Fee $ /14.e:' `' 43 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an esti 'ted promise in good faith that a copy of the notice of commencement and construction li, 1 whose property is subject to attachment. Also, a certified copy of the recorded notice for the first inspection which occurs seven (7) days after the building permit is iss inspection will not be approved and a reinspection fee will be charged. Signature v. e exceeding $2500, the applicant must rochure will be delivered to the person encement must be posted at the job site he absence of such posted notice, the Contractor The foregoing instrument was acknowledged before metth``isff� Q The foregoing instrument wa`�• cknowledged before me this day of , 201 b , by LACY L...4 v 1 , day of , 20 ► by e -r--• t`irt-L 1 ( ( who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: eo Sign: /dd, a 03/0612012 Print: 03/06/2012 NOTARY PUBLIC = My Commission Expires: =-= NOTARY PURIIC = Commission # :' c Commission $ .�J>' •.D165909 .:\ ®�-��� u�9 •. DD165901 Q- 7 - 7 Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk MIAMI COUNTY Building 11805 SW 26th Street Miami, Florida 33175 -2474 786 - 315 -2100 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE ELECTRICAL CATEGORY 26 miamidade.gov ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED OR CERTIFICATE OF OCCUPANCY OBTAINED. It is understood that the temporary electrical approval by the Miami -Dade Building Department is given in connection with the building being constructed under the Building Permit # and EI-ctr' .I Permit# .t d .dress for owner: ! (i�•`���� �C���.t1T!i�1����fi ►1C' s •e i; ;i en only for construction purpose or DIU testing the following equipment in said structure: The owner does hereby agree to assume the responsibility of maintaining the installation in such manner that there is no hazard to life or property. Such approval is in no event to be considered a RELEASE of said structure for the purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and /or a Certificate of Occupancy or Completion is obtained. or The undersigned also understands that the temporary electric approval is subject to rescission and cancellation and electric power can be cut off at the discretion of the Building Official and will be disconnected if the building concerned is occupied before final inspections are approved and /or a Certificate of Occupancy or Completion is obtaine //�� 1.± 'Vie'e� , being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approval of final inspections and /or obtained a Certificate of Occupancy or Completion. Note: Failure to comply with the provisions of this affidavit will result in your being unable to obtain future Tejnporary for Test permits. Signature of Ow the a tem scribed property and th rvice is connected. Siv ture • vi • 'ctrical C ntractor Signature of Notary tel owner) My Commission Expires: I, i 1J1 ne , being first duly sworn, depose and say that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final inspections have been called for by the contractors and sub - contractors concerned and final approval by the inspection division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such . I inspe_ons a obtained and /or a Certificate of Occupancy or Completion is issued. Signature of Notary My Commission Expires: being duly sworn, depose and say that I am the Electrical Contractor for he electrical installations as now existing will not create a safety hazard if Signature of ?C t g Con Signature of Electrical Inspector 123_011 24 6/06 Signature of Notary My Commission Expires: Date: Date released to FPL: SilentFax Oct 21, 10 14i06 From: Monica Palenzuela Tot 3057568972 Page 1 CERTIF ICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) 10/21 /2010 PRODUCER ALL CITY INSURANCE INC - ACI 7200 CORPORATE CENTER DR SUITE 316 MIAMI (305) 463 -9431 FL 33126 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED KLM OF SOUTH FLORIDA INC 11300 SW 175 STREET MIAMI FL 33157- INSURER A BUSINESSFIRST INSURANCE C INSURER a MID- CONTINENT CASUALTY CO 23418 INSURER c NATIONAL GROUP INSURANCE INSURER D INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR non TvpF CIF INCIIRANrp POLICY NUMBER POLICY roMtn IPITTF POLICY EXPIRATION �n ivv) LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL801209 05/21/2010 05/21/2011 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISE. $ 100,000 CLAIMS MADE I X I OCCUR _Fe nrnurance) MED EXP (Anv one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGAT LIMIT APPLIES PER: PRODUCTS COMPlOP AGG $ 2,000,000 GE (I POLICY �,PiR O- fl LOC - C AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 02A 0001532 05/20/2010 05/20/2011 COMBINED NGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ 10,000 X BODILY INJURY (Per accident) $ 20,000 PROPERTY DAMAGE (Per accident) $ 10,000 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ EA OTHER THAN ACC $ AUTO ONLY: AGG $ EXCESS 1 UMBRELLA UABILr Y EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A AND EMPLOYERS' AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXEOJTIVE OFFICER/MEMBER (Mandatory I f yes, describe SPECIAL PROVISONS COMPENSATION LIABILITY Y / N 521 -05520 05/26/2010 05/26/2011 X WC STATU- [ OTH- TO)RV 1 IMITS FR EXCLUDED? E.L. EACH ACCIDENT $ 500,000 in NH) under below E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE- POLICY OMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS , rn-r. G9 Is A TIC t •a. wow CANCELLATION AI 000131 VILLAGE OF MIAMI SHORES BUILDING, PLANNING, & ZONING DEPARTMENT 1841 GALLEON STREET NORTH BAY VILLAGE ACORD 25 (2009/01) FL 33138- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE .1` @ 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SilentFax Oct 21, 10 14:06 From Monica Palenzuela To: 3057568972 Page 2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) FIRST- CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 BILL RECEIPT NO. BUSINESS NAME KLM OF sou TA 11300 SW 17 OWNER :KLM.a1 DO NOT PAY E.9 0`0152 RECfiiPT HOLDER, MAY DO BUSINESS •AS A CONTRACTOR ABSPECIAECHERECIN. SEE BACK '0 A LIST OF N MUNICIPAL IT`, Receipt holder must register in the city where work Is to be done. PAYM(EHT RECEIVED •MVAMI-OYDF COUNTY TAX co 15F.76 i�20' 022,70O04iO -4100,240-.,44, MIAMI OADE' COUNTY TAX':COLL'ECTOR Y_FOLER ST.. 1AIVII, I=L 53130 290601-5 BUSINESS NAME / LOCATION KLM OF SOUTH FLORIDA INC 11300 SW 175 ST 33157 UNIN DADS COUNTY DO NOT FORWARD KLM OF SOUTH FLORIDA INC KEITH MOSS PRES 11300 SW 175 ST MIAMI FL 33157 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES, SEPT. 30, 2011_ MUST BE DISPLAYED AT PLACE OF BUSINESS, PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 1F0 THIS IS NOT A BILL — DO NOT PAY OWNER KLM OF SOUTH FLORIDA INC Sec. Type of Business THIS IS ¢A FhCTRICAL CONTRACTOR BUSINESS TAX RECEIPT: IT -DOES NOR PERMIT, HOLDER TO-VIOLATE"ANY EXISTING REGULATORY OR ONING LAWS OF _ THE No DOES O EXEMPT THE': (,OLDER FROM ANY OTHER - RED r LA 9,ENsS CERTI�iIGA1ION OF OLa- OUALIFICA- `COUNTY TAX 10 %04/2.010 02270004002 000082.50 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE 1 PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 303890 -8 CC B 93E000152 WORKER /S 6 DO NOT FORWARD KLM OF SOUTH FLORIDA INC KEITH MOSS PRES 11300 SW 175 ST MIAMI FL 33157 I„ Ii,,, ii„„ N, I, I, I,,, i„ II,I,i,,,i „Ii„i,li,,,Ii,,,i6eHl Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331 38 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC Permit No. Master Permit No. Permit Type: PAINT PERMIT P Owner's Name (Fee Simple Titleholder) t ,/ C ,l ` * AN t ' Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # E-MAIL: FECOMEW/Eni, f EB J BY: fp-no -- I z, (a'il-) of 14.1 o '2- Job Address (where the work is being done) 105-1 Ne 61s7.- , City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip J?j o S Is Building Historically Designated YES NO A Contractor's Company Name 6UU'(\i('if2-_ %y1 i.Dce _ Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. OWNER BUILDER: Value of Work For this Permit $ Describe Work: gx f 012 U� Type of Work: '0 Addition / ❑ Alteration / ❑New / ❑ Repair /Replace 8014 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thatno work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction fin this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK. PLUMBING, SIGNS, WELLS. POOLS. FURNACES, BOILERS. FIEATERS, TANKS and AIR CONDITIONERS, ETC "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Of COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O8TMN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VOI R NOTICE OF COMMENCEMENT." Notice to Applicant: As ci condition to the issuance of a building permit with an estimated value exceeding $ 2500. the applicant must promise in good faith that a copy (Ole notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also. a certified copy of the recorded. notice of commencement must ,be posted al the job site, for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. the inspection will not he approved and a reinspection fee will be charged. **x' a�:'xxxxx**********xxxxxxxxxx***xxxxxx FeeSxxx*********** ** * * * * **r, * * * *x*xxxxx *xxxxxxx ** / Permit Fee $ Co © CCF $ • Technology Fee: Training /Education Fee $ Notary $ Code Enforcement $ Double Fee $ Zoning $ Total Fee Now Due $ See Reverse side -a PAINT COLOR APPROVAL AND AGREEMENT All elements on the site must be listed and indicate the color to be painted Directions: )'lease circle corresponding number to appropriate color sample. Walls: Fascia: Attach color samples with name and number. Drip Cap /Drip Edge: Soffit: Roof Flower Bins: t4i ■ Shutters: tt VIAL. Awnings: Chimney: 1 PeRiPsMINI pi °wee" t+e-re 3 4 3 2 Doors and Door Jams: uI Reitti 2 Kle-ytit, Garage Doors: 1', 2 aermiRailings: Fences: 2 3 4 4 3 4 Aw..A11 brick (simulated or regular): Stucco Banding: Any other Stucco Features: Accessory Buildings 3 Other: 2 MR V-htvi 11\i trt ( ®c, -14. 3 j.Al' lnl moo re./. Oc -lq= 4 NJAM!I 4U Prl7l.t.. MdfiJN /`H OWNER'S AFFWAVJT: I certify that all the foregoing information is accurate and that all work will be done in compliance with alt applicable laws regulating construction and zoning. / .6./ Owne or Agent >>olttt111IU1/ /0i The f <►regoing instrument waLs ac knowled ii cq i4hiS+ /. � 2 day or crab 20 IOl'y _S t'-C.: ��% `i� %' Og s who is personally known to me or whcL4tas tinYt#i As icli"ntificatio ¢ i i tfW8 rsith. Vi),.."... joss /p,/.1.S. NOTARY PUBLI Sign: �� Prins: / 1100\ My Commission Expires: 4h+ut n Signature Contractor The foregoing instrument was acknowledged before me this___ day or .20 . by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **** xxxxx************ eYxxxxxxxxxxxxxxx4rxxxxxxxxx xxxxxxrxxxx*x ****x********* ***x*****xxxxxxrx xxxrxx W*******x** APPLICATION APPROVE[) BY: Plans Examiner Preservation Board Code Enli rcement (Revised 0/1/24/0", Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Address Parcel Number 1132050150090 Block: Lot: 1059 93 Street MIAMI SHORES FL 33138 -2938 Applicant BRIAN & STACEY LEVY Phone Cell Contractor(s) Phone Cell Phone INTERNATIONAL CONSTRUCTION AS (305)300 -1258 Valuation: Total Sq Feet: $ 4,000.00 0 Type of Work: Exterior Color. Additional Info: PAINT Classification: Residential Color: _Approved Color: _Approved_ Code Comments: BEN MOORE - WALLS, SOFFIT, C Color: _Denied Fees Due CCF Education Surcharge Permit Fee Technology Fee Total: Amount $2.40 $0.80 $60.00 $3.20 $66.40 Invoke # PT -1 -10 =36905 Check #: 1898 Total Amt Paid Amt Due $ 66.40 $ 66.40 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac;urate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 29, 2010 Authorized Signature: Owner / Applicant ! Contractor / Agent Building Department Copy January 29, 2010 Date 1 oov Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. r \ ICS --1 FBC 2004 ` Et; N` JAN 2 c Z010 Permit Type: PAINT PERMIT Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name E -MAIL: Phone # Job Address (where the work is being done) � a&q#Ji6-17- City ^ Miami Shores Village County Miami-Dade Zip �3'J FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's dress City Qualifier Name State Certificate or Registration N OWNER BUILDER: Value of Work For this Permit $ Describe Work: �. Type of Work: ❑ Addition / ❑ Alteration / [New / ❑ Repair /Replace Application is hereby made to obtain a permit to do the work and installations as indicated. f certify that no work or installation has commenced prior to the issuance of a permit and that all work wilt he performed to meet the standards of all laws regulating construction in this, jurisdiction. I understand that a separate permit must he secured Mr EI,EC'TRICAI. WORK. PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS HEATERS, TANKS and AIR CONDITIONERS, ETC "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOP IMPROVEMENTS TO YOUR .PROPERTY.. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: pplicam: .1s a condition to the issuance of a building permit with an estimated value (acceding $ 2500. the applicant must promise in good janh that a copy of the notice of commencement and construction lien law brochure will be delivered to the person *hose property is subject to attachment. Also. a certified copy of the recorded notice of commencement must he posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such listed notice. the inspection will not he approved and a reinspection fee will he charged. ** ***x** ******* ***** ** **** *** *****xxx*Fees* stifle**********x* ** ***x*4cxxxxxrx*xx**** ******* ( 'Permit Fee $ (DO CCF $ Q.° ° Technology Fee: 3 . Training /Education Fee $ D As-0 Notary $ Code Enforcement $ ( Double Fee $ Zoning $ Total Fee Now Due $ D6 °b4 See Reverse side -* PAINT COLOR APPROVAL AN.D AGREEMENT All elements on the site must be listed and indicate the color to be painted Directions: Please circle corresponding number to Walls: Fascia: Drip Cap /Drip Edg Soffit: Roof: 4 appropriate color sample. Flower Bins: 1 Shutters: 1 Awnings: 3 Chimney: Doors and Door .1a ns: t4140-, Garage Doors: 1 ATM, Railings: 1 Fences: II 2 2 4 4 All brick (simulated or regular): Stucco Banding: 1 Any other Stucco Features: i Accessory Buildings Other: Attach color samples with. name and number. 1FA �� Doc,— D glreiVcivi Au, f3� N �I- arc - Gq j-� 1IP m oagE OWNER'S AFFIDAVIT: I certify that all the foregoing informati n is accurate and that all work will be done in compliance with a I applicable laws regulating construction and zo ng. Signature Owner or Agent The tbregoing instrument was acknowledged before me this day or "3 AN . 20 10 by ooluru4liiii who is personally known to ne or w,tiZS 't� ,Yl iteiol' " iee• As icl'enti(� � o6 Fg6tlf Ad't<1ke atoatl1. �0mmts599� ' O� T' NOTARY MALI Sign: Print: My Commission Expires: Signature Contractor The. foregoing instrument was acknowledged before me this 2 ' day of 7S�N • . 20 t by who is personally known to me or who has produced e as identification and hoi�1ih1, }ake an oath. NOTARY PUBLI ‘ Sign: Z 031 l-uuri S pDl Print: _ �u�`,t ���i '9tE �L ®e�e�� My Commission Expires: . Iwin y �/�i4t HlIto � >``� Co�o�65901:= �`r� *****xxxxx*** x***w°&'****z draka 'ra4****xxxx4e****Fxx'xiea:* eYdrtY******** *** ** *4e****u *de '. **Wastit ifYl�XVZxxxxxxx+Y**it*** �N%I 4url�fn����`\i . APPLICATION APPROVE) BY: Plans Examiner -t Preservation Board Code Enlbrcement (Revised 04/24/01 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ecAY Inspection Number: INSP- 158594 Permit Number: EL -6 -09 -899 Scheduled Inspection Date: April 21, 2011 Inspector: Devaney, Michael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments ELECTRICAL WORK TO NEW AREAS TO INSTALL 180 LIGHTS RECPT SWITCH, CHANGE MAIN SERVICE, INSTALL 30 VA GENERATOR. REVISION FOR 4SW, 6 LIGHTS, 10 REC, 1 PHONE, 1 TV 3/15/2010 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154927. CREATED AS REINSPECTION FOR INSP- 115375. Not ready. All sub permits need to be finaled out before master electrical. 9A- /4/7fr April 20, 2011 For Inspections please call: (305)762 -4949 Page 11 of 12 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 154927 Permit Number: EL -6 -09 -899 Scheduled Inspection Date: January 13, 2011 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: LEVY, BRIAN & STACEY - Work Classification: Addition /Alteration Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments ELECTRICAL WORK TO NEW AREAS TO INSTALL 180 LIGHTS RECPT SWITCH, CHANGE MAIN SERVICE, INSTALL 30 VA GENERATOR. REVISION FOR 4SW, 6 LIGHTS, 10 REC, 1 PHONE, 1 TV 3/15/2010 Y2-,,Z7-/;e52-1 - Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 115375. Not ready. T� /3e f/P, ,Pc1 rim ST ri-A. January 12, 2011 For Inspections please call: (305)762 -4949 Page 16 of 22 Miami Shores Village Building Department RM.a3n731)) sal R 1 2 MR 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING Permit No. 61-0C1 PERMIT APPLICATION Master Permit No.C, YCi FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) *kr t 1—fr---Vtli_ Phone # Owner's Address 11751 y‘. ''E 017s VV- City M`I `1/16144 C/4'(pstate 4-1, - Zip � 3 Tenant/Lessee Name ` Phone # Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name NO Flood Zone KC,UUI ari , Contractor's Address It 301t5 St") City 61/1. avuotn State J Qualifier Name I _IAA& 4 l/ ► F ,SS State Certificate or Registration No. Contact Phone Phone # 36 W2--1 c iLt 3&.232 -tu `. Architect/Engineer's Name (if applicable) E -mail Zip .j 3757 Phone # �r (1 It+ Certificate of Competency No. e(' j 6.00 ® `52- Phone # Value of Work For this Permit $ 37 Square / Linear Footage -Of. Type of Work: idition �❑lAlteration ❑New ❑ 1k Describe Work: `� �z C y, r C_- (J* SLN, 10 azc. * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * ** Fees************* * * * * * * * * * * * * * * * * * * ** ** * * * * * **** Submittal Fee $ Permit Fee $ /7 aere> CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1 SS i lJ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work willbe done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated v lue exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law '.rochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice o encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu=e' the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. 4 \` Signature Signature Owner or Agent who is personally known to me or who has produced As identification and who did take an oath. The foregoing instrument as acknowledged before me this by %i-A' 4--� C'l3'S) , who is personally known to me or who has produced Vii. �� �tion and who did take an oath. NOTARY PUBLIC: \� >>��%►%uuJu��,�j The foregoing instrument was acknowledged before me this NOTARY PUBLIC: Contractor Sign: Sign::`, - Print: Print: f..."-:. >6 '�o \s ���® My Commission Expires: My Commission Expiresi ` .. .0ps��'\��`'. ,,, . ��i 8 6 APPROVED BY �y (e✓ ' �/ 2 /� %t/4%- Plans Examiner ei MG Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2fid Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204' Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Owner's Address / 6 7 Air 4 City WI4 4 9 511,b-ye5 State Tenant/Lessee Name Permit No. ' —?;11 Master Permit No. 44,4,L Zip 7hone # 33 13! Phone # E -MAIL: Job Address (where the work is being done) /0r/ . ,j £ 93 s/-. City Miami Shores Village County Miami -Dade FOLIO /PARCEL# Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Vc-‘ Phone# * S -2 32 —I l 1 City Vi/l c ls+�i, State zip'-3? Is7 Qualifier Name ( __. cam State Certificate or Registration No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # —t I f f Certificate of Competency No.� 3EZZ1)/ 5 Z Value of Work For this Permit $ /3UU Phone # Square / Linear Footage Of Work: 3 0 0 a Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace 725 � ° l � ❑Demolition Describ Work: 'To r LIal -11\„ 0 ALA , ' f �t 5 410/ ***************************************Fees***************** ****' 6**'4*'@'ti'ti * xY**** *x SAO tl% Sub'Ii'ti Pee $ Permit Fee $ Notary $ .® Training /Education Fee $ 4 ..00 Scanning $ '6.00 Radon $ DPBR $ CCF $ IOt+ rnCO /CC Technology Fee $ 11 ...°00 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ (Q See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable)„ Mortgage Lender's-Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lie l.. brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notic at . mencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss i�:� 4 A‘ the absence of such posted notice, the inspection will not be appro ed'and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 012.420 C9-(, by wh : is personally known me or who has produced NOTARY PUBLIC: Sign: - Print: •My Commission Expires: ************4****** s identification and who did take an oath. Signature \1'►; Contractor The foregoing instrument w. acknowledged before me this 31(j- day of kvi 1¢ , 20 U , by wh . • personally kn r n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex ices: 7 W MM� X x %- COMMISSION i EXPIRES: Janilag 5, 2013 Bonded Tin NOW/ Undies APPLICATION APPROV (Revised 02 /08/06) Q Plans Examiner ®< Engineer Zoning §agwVall Miami Shores Village Ail MAR 042010 gy Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 f BUILDING Permit No. IO12-S . -�", PERMIT 4.PPLICATION FBC20� Master Permit No. Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) �,\ U Phone # -----. Owner's Address d Q ? f �. 4 City estate pt 6q,54-q (14 Zip 1hj� Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO ‘1\i Affl \/)°1\6tVir Contractor's Company Name Contractor's Address Phone # Li Flood Zone City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type. of Work: ['Addition ❑Alteration � []New ❑ Repair/Replace ❑ Demolition Describe Work. q �-p & �/d.1 A * * * * * ** *******************************— r ees ** * * * ,x ,r* **,r * ** * x x Submittal Fee $ Permit Fee $ I S0'00 CCF $ I • tl Q CO /CC $ Notary $ Training/Education Fee $ 0-Le° Technology Fee $ a 40 Scanning el' Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. Total Fee Now Due $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address, City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AlF'NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, ,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such> posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / ,_ Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 T, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) CLL._ .oet icct Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC.20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Title older) Owner's Address 1 City V S State Tenant/Lessee Name Email Permit No. Master Permit No. ECEIVED lU2� +16 Job Address (where the work is being done City Miami Shores Village County Miami` -Dade Zip FOLIO / PARCEL # )D-c- cr3--d Is Building Historically Designated YES NO, 14 Contractor's Company Name Contractor's Ad . ss '!l City Ass.1 AAA a Qualifier Name State Certificate or Registration No. 'Contact Phone Architect/Engineer' (if applicable) Value of W Type o D .. E -mail ei'tificate of Competency No. Phone # $ Square / Linear Footage Of Work: [New. Re ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * ** * * * * * * * * ** * * ** *x * * * * * ** * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ /SQ'© Notary $ Scanning $� Radon $ DPBR $ Double Fee $ _ Violation date: Total Fee Now Due $ 1 ' See Reverse side -a CCF $ Training/Education Fee $ Technology Fee $ Bond $ Structural Review. $ 0 G' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip '-Mortgage Lender's Name (if applicable) Mortgage Lender's Address City a State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As atondition to the issuance of a building permit with an estimated value exceeding $250Q, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whth occurs seven (7) days after the building permit is issued. In the absence of sutjh posted notice, the inspection will not be approved and a reinspection fee will be charged... Signature 71 Owner or Agent The fore oing ins , Ile t was owledged bef re me this day of.'11° • 0y w is personally known to me or who has produced 6 ' t 61'0 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 4,,Qg,4 /. APPROVED BY .4 5(C7F • Plans Examiner Signature Contractor The forgoing instrument was acknowlec ged before me thi- day of who is personally known to me or "who has produced , 20 OCI by Pran as identification and who did take anth. 0, tItidt4°1).\ NOTARY PUBLIC: �� �, •4ropo P,�t ea My Commission Expires: ;..•• o, *4 1417.7 le? 5 /$e-" Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked i -- 1.2s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME A-1-736e,,/ ke.0.1 DATE CQ P ' lb ADDRESS: 1 a-67 i 1C� % a _ - I i f -0 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that 1 as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you which means that you must deduct F.I.CA and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. • Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility.. Initial 91/J 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or li« ; e numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two -family residence or a farm outbuilding.1 may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I bit or substantially improved it for sale or lease, which violates the exemption. Initial. 5. I understand that, as the owner-builder, I must provide direct, onsite supervision of the constructi Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial .zfl,/ 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which mean that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that as the party Dally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner- builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or http:/ fwow. mvfloridalicense .comldborlpro /cilbf .html Initial 11.1 am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party ally�nd fi . nciail respo ib e • r the proposedtco ction activity at the following address: v 55)2t Initial QlJ 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informati that I have provided on this disclosure. C !gyp Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 By 5 .\9' who was personally known to me or who has Produced there License or -24,— d� as identif ca onl h i "" I,,,,, % rtenis ' ,, cS'i ,1iae tee NO o `i LORIOP•\,. Postage $ Dv lined Fee 1 ebVtea.t...t.10-91116A:,:piNt, , . , et.oni Sece,g ee lErDorvyrrierrt • Fiestrkzted Delivery Fee , ,.cp) ',.., (Entofserrient 9equired) 'Tea PoMge & Fees 1 02108/21310 a . Sc a' Optnifti•I 0-6&5i4. .. ,rpos.m. Moo Wistrit M/ Guirt -------- ---- aty. - - --- ---- ftVarCULA IgiaartaifiQii4v'QR- -..;;;;:z.:41,41e71011n4t6'7.a' February 8, 2010 Mr. Norman Remais International Construction Associates, Inc. 18800 N.E. 29th Avenue, Suite 718 Aventura, Florida 33180 Re: Termination of Agreement for Levy Remodel Dear Norman: It has become apparent that you are unable to complete the addition and remodel of our home in compliance with the terms of the Agreement entered into on December 16. 2008. The issues that have arisen during construction are too numerous to catalogue. However. by way of example, the following issues hi blight the need to terminate the Agreement so that we can insure completion of the project in the near future: 1 Inability to complete job for agreed upon contract amount 2 Inability to complete work in a competent fashion (roof leaks, broken window. stucco cracking, truss isssues, etc.) 3 Inability to follow designated construction plans and coordinate issues, concerns, changes with engineers and architects, causing job delays and additional costs of construction 4 Inability to coordinate work efforts with owner's designated representatives on job site and in meetings, causing job delays 5 Failure to disclose/communicate potential problems or issues with construction progress, causing unnecessary change orders and job delays 6 Request for additional $75,000 - $100,000 in order to complete construction 7 Charging excessively high amounts on submitted change orders The attempts at sabotage, constant delays, issues with required inspections, issues with workmanship, and requests for additional funds establish a pattern of inability and unwillingness to complete the project as originally contracted. Therefore, we haye no choice but to terminate you from the job for failure to comply with the Agreement. Our calculations indicate that you have been paid in excess $15,000 more than the value of the work completed (including profit to you for that work). We are wil ling to forgo return of those funds in exchange for an orderly transition of this project from you to us, or to another contractor of our choosing, including the execution of the attached mutual release. Miami: Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee S. p 2tlehol Own s A• dr- Q'�) Ci�t1 � ' 4' .r Tenant/Lessee Name Email { ct a it in FEB 17 2o» Permit No. _ Master Permit Mk, Phone# /L' Io6 Aw Zip Phone # 9 r Job Address (where the work is being done) / / � �l City Miami Shores Village �rC�ounnty. Miiam(�'- Dade Zip FOLIO / PARCEL # b 1 / V CO '05' TO Is Building Historically Designated,- YES NO V Flood Zone Contractor's Company Name NW ,C� p Y I ?U\ �1✓I Phone # 4 Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if ap icableiJJ ] Vero Phone # ` ! ( Ola Qb I 0 ,,) /6c20 ✓i4/ve_, . 4 VTJ Value of Work For this Permit j Arrli P Square / Linear Footage Of Work: Type of Work: ❑Addition []Alteration []New ❑ Rep ' eplace Describe Work: ` .4i4= �r/� ,' =f(111zj str.'thal %1 ' /Qr A 0.. 'TAAMIIILSIEtcht *A 4-I E -4 E -mail ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * ** 60 Submittal Fee $ Permit Fee $ (G7 CCF $ � T _ _ CO /CC $ ❑ Demolition Notary $__ Training/Ed cation Fee $ Scanning $ Radon $ •' DPBR $ -4•I Double Fee $ Violation date: Structural Review. $ Total Fee Now - -, Technology Fee $ _ t Bond $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO R ECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Owner or Agent The foregoing instrument was acknowledged before me this q day of r ,2010, by 6.A& L/'( who is personally known to me or who has produced 9 As identification and who did take an oath. NOTARY PUBLIC: 00Itn i r1........... Sign: '� i ' �r , �,tleni 6 yam Sign: Print: /06 /�r��: Gam., Print: if My Commission Expires: _ � ? :*4 C ��� O4 1JI11111f1N ��/® .,��, APPROVED BY `!�J " ��U Plans Examiner i / Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or-who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Engineer (Revised 07 /10 /07)(Revised 06/10/2009) 0 Zoning Clerk checked Miami Shores Village Building Department 10050 N.E. 2' Avenue Miami Shares, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 09 -216 Job Name: January 20, 2010 Page 1 of 1 Building Critique Sheet :.C° 1) Provide separate permits for all work a permit is being requested for. , GC 2) Plans must be approved by HRS for the septic system. Ga 3) Provide receipt from Miami Dade planning and Zoning for impact fees. 5sE 42t z4 4) '7Mechanical approval is required. s 1 as; 5) The energy calculations provided must be for the whole building. 6) Remove all items from the plans that are not part of this job. (L, K1v IAA ,,t, .4( 7) The site plan must be larger scale. t V 8) The new S sheets have deleted all other work. This is a revision to the existing permit. The new sheets will replace the old. If you wish them to be added label them a different page number. 9) Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn 030 305- 795 -2204 1 ctr° Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09-/ Job Name: E", 215 Page 1 of 1 ELECTRIC Critique Sheet .,wiz tev.kr A. ? o Obi ? 17 , ey,- S°e," r'—' - - m's,,- Fel `' zz etee, e eer Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 -795 -2204 • Job Address: BUILDING DEPARTMENT. 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Review Comments for Mechanical Processor Permit No: \ V Reviewer: Contractor Phone No: Date: \WO Only the items preceded by an (x) must be corrected. ( ) 1 Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handier shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and 1" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC-M 306.3. ( ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire O 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 A ( ) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 I.-00%A. Pole E..arti, W01 24 Other n a� ?Ei1 Comment Sheet Mechanical Page of 07/04R1.0 FORM 600A -2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: LEVY' S RESIDENCE Address: 1051 NE 93 Street City, State: MIAMI, FL 33138 - Owner. Stacey & Brian Levy Climate Zone: South Builder: Permitting Office: DADE Permit Number. Jurisdiction Number. 232400 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) Addition Single family 1 3 No 3991 112 7. Glass type' and area: (Label reqd. by 13- 104.4.5 if not default) a. U- factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 808.0 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 808.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R:).0, 220.0(p) ft b. Slab -On -Grade Edge Insulation R4.0, 220.0(p) ft _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1589.0 ft2 _ b. Concrete, Int Insul, Exterior R= 4.1,1548.9 ft2 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R.0, 30.0 ft b. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R�.O, 45.0 ft R= 30.0,2014.0ft2 R=30.0, 1977.0 ft2 _ 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. LP Gas b. LP Gas c. Conservation credits (11R-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 46.0 kBtu/hr SEER 15.00 _ Cap: 46.0 kBtu/hr _ SEER 15.00 _ Cap: 27.0 kBtu/hr _ COP: 1.00 Cap: 27.0 kBtu/hr COP: 1.00 Cap: 2.0 gallons - EF: 0.82 Cap: 2.0 gallons _ EF: 0.82 PT, CF, _ Glass /Floor Area: 0.20 Total as -built points: 37025 Total base points: 43940 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 1T- C I hereby certify that this buil • ng, as, designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5.2) FORM 600A -2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE AS -BUILT 1 GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3991.0 30.53 21932.0 1.Single, Clear S 5.0 9.0 33.8 66.93 0.64 1456.0 2.Single, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 3.Single, Clear S 1.8 8.2 28.0 66.93 0.90 1686.0 4.Single, Clear S . 1.8 8.5 32.7 66.93 0.91 1987.0 5.Single, Clear S 1.8 8.3 28.0 66.93 0.90 1690.0 6.Single, Clear E 1.8 8.5 18.7 78.71 0.94 1381.0 7.Single, Clear E 1.8 7.0 15.8 78.71 0.91 1127.0 8.Single, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 9.Single, Clear N 1.8 8.5 22.2 36.46 0.96 772.0 10.Single, Clear N 1.8 8.5 175.0 36.46 0:96 6096.0 11.Single, Clear 5 1.8 6.3 28.0 66:93 0.84 1566.0 12.Single, Clear S 1.8 8.5 65.3 66.93 0:91 3973.0 13.Single, Clear S 1.8 3.5 42.0 66.93 0.66 1855.0 14.Single, Clear W 1.8 5.1 33.8 70.53 0.84 1998.0 15.Single, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 16.Single, Clear N 1.8 8.5 37.3 36.46 0.96 1300.0 17.Single, Clear N 1.8 7.0 46.2 36.46 0.94 1575.0 18.Single, Clear N 1.8 8.5 70.0 36.46 0.96 2438.0 19.Single, Clear N 1.8 9.0 33.3 36.46 0.96 1167.0 As -Built Total: 808.0 36071.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1589.0 2.32 3678.5 Exterior 3137.9 2.70 8472.3 2. Concrete, Int Insul, Exterior 4.1 1548.9 2.32 3585.7 Base Total: 3137.9 8472.3 I As -Built Total: 3137.9 7264.2 I DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 14.0 6.40 89.6 Exterior 14.0 6.40 89.6 I Base Total: 14.0 89.6 1 As -Built Total: 14.0 89.6 I CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3991.0 2.80 11174.8 1. Under Attic 30.0 2014.0 2.77 X 1.00 5578.8 2. Under Attic 30.0 1977.0 2.77 X 1.00 5476.3 Base Total: 3991.0 11174.8 As -Built Total: 3991.0 11055.1` EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4:5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: EnergyGauge'' DCA Form 600A -2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 440.0(p) -20.0 - 8800.0 1. Slab -On -Grade Edge Insulation 0.0 220.0(p -20.00 - 4400.0 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 220.0(p -20.00 - 4400.0 Base Total: - 8800.0 As -Built Total: 440.0 - 8800.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3991.0 18.79 74990.9 3991.0 18.79 74990.9 Summer Base Points:107859.6 . Summer As -Built Points: 120670.8 Total Summer X System = Cooling Total X Cap X . Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unft 46000btuh ,SEER/EFF(15.0) Duds:Unc (S),Con(R),Int(AH),R6.0(INS) 120671 0.50 (1.07 x 1.165 x 0.85) 0.227 0.902 13156.5 (sys 2: Central Unit 46000btuh ,SEER/EFF(15.0) Duds: Unc(S),Con(R),Int(AH),R6.0(INS) 120671 0.50 (1.07 x 1.165 x 0.85) 0.227 0.902 13156.5 107859.6 0.3250 35054.4 120670.8 1.00 1.063 0.227 0.902 26312.9 EnergyGauge'' DCA Form 600A -2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1051. NE 93 Street, MIAMI, FL, 33138- PERMIT #: • BASE ( AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len . Hgt Area X WPM X WOF = Poin • .18 3991.0 3.60 2586.0 1.Single, Clear S 5.0 9.0 33.8 4.49 1.16 176.0 2.Single, Clear S 1.8 6.3 28.0 4.49 1.03 129.0 3.Single, Clear S 1.8 8.2 28.0 4.49 1.01 '127.0 4.Single, Clear . S 1.8 8.5 32.7 4.49 1.01 148.0 5.Single, Clear S 1.8 8.3 28.0 4.49 1.01 127.0 6.Single, Clear E 1.8 8.5 18.7 4.77 1.02 90.0 7.Single, Clear E 1.8 7.0 15.8 4.77 1.02 76.0 8.Single, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 9.Single, Clear N 1.8 8.5 22.2 6.03. 0.99 132.0 10.Single, Clear N 1.8 8.5 175.0 6.03 0.99 1048.0 11.Single, Clear S 1.8 6.3 28.0 4.49 1.03 129.0 12.Single, Clear S 1.8 8.5 65.3 4.49 1.01 296.0 13.Single, Clear S 1.8 3.5 42.0 4.49 1.14 215.0 14.Single, Clear W 1.8 5.1 33.8 5.49 1.00 185.0 15.Single, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 16.Single, Clear . N 1.8 8.5 37.3 6.03 0.99 223.0 17.Single, Clear N 1.8 7.0 46.2 6.03 0.99 276.0 18.Single, Clear N . 1.8 8.5 70.0 6.03 0.99 419.0 19.Single, Clear N 1.8 9.0 33.3 6.03 0.99 199.0 As -Built Total: 808.0 4413.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1589.0 1.03 1644.6 Exterior 3137.9 0.60 1882.7 2. Concrete, Int Insul, Exterior 4.1 1548.9 1.03 1603.1 Base Total: 3137.9 1882.7 As - Built Total: 3137.9 3247.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 • 0.0 1.Exterior Insulated 14.0 1.80 25.2 Exterior 14.0 1.80 25.2 Base Total: 14.0 25.2 ( As - Built Total: 14.0 25.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3991.0 0.10 399.1 1. Under Attic 30.0 2014.0 0.10 X 1.00 201.4 2. Under Attic 30.0 1977.0 0.10 X 1.00 197.7 Base Total: 3991.0 399.1 As - Built Total: 3991.0 399.1 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method. A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: EnergyGauge7 d DCA Form 600A -2004R EnergyGauge®/FIaRES 2004R FLRCPB v4.5.2 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 440.0(p) -2.1 -924.0 1. Slab -On -Grade Edge Insulation 0.0 220.0(p -2.10 -462.0 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 220.0(p -2.10 -462.0 Base Total: -924.0 As- BuIltTotal: 440.0 -924.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3991.0 -0.06 -239.5 3991.0 -0.06 -239.5 Winter Base Points: 3729.6 Winter As -Built Points: 6921.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 27000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 6921.6 0.500 (1.085 x 1.137 x 0.86)1.000 0.950 3506.3 (sys 2: Electric Strip 27000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 6921.6 0.500 (1.085 x 1.137 x 0.86)1.000 0.950 3506.3 3729.6 0.5540 2066.2 6921.6 1.00 1.066 1.000 0.950 7012.7 EnergyGauge7 d DCA Form 600A -2004R EnergyGauge®/FIaRES 2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS. AS -BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Points Hot Water Points Volume Bedrooms Ratio Multiplier 3 2273.00 Heating + Hot Water Points Points 6819.0 2.0 0.82 3 0.50 1233.04 1.00 1849.6 2066 6819 2.0 0.82 3 0.50 1233.04 1.00 1849.6 7013 3699 37025 As -Built Total: 3699.1 PASS EnergycaugeTM. DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 CODE COMPLIANCE STATUS. BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 35054 2066 6819 43940 26313 7013 3699 37025 PASS EnergycaugeTM. DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK, Exterior Windows & Doors 606.1.ABC.1.1 Maximum::3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. • Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is installed that is sealed at the perimeter, at penetrations and seams. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. a/ k Additional Infiltration.regts 606.1 ABC.1.3 . Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table .612.1 ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. aim I. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. -✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se, arate readil accessible manual or automatic thermostat for each s stem. ✓ Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTu DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 Summary Energy Code Results Residential Whole Building Performance Method A Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Project Title: LEVY S RESIDENCE Code Only Professional Version Climate: South 2/4/2010 PASS e- Ratio: 0.84 EnergyGauge®(Version: FLRCPB v4.5) Building Loads Base As -Built Summer: Winter: Hot Water: Total: 1.0786E5 pointCummer: 3730 points 6273 points 117863 points Winter: Hot Water: Total: 120671 points 6922 points 6273 points 133866 points PASS e- Ratio: 0.84 EnergyGauge®(Version: FLRCPB v4.5) Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 35054 points 2066 points 6819 points 43940 points Cooling: 26313 points Heating: 7013 points Hot Water: 3699 points Total: 37025 points PASS e- Ratio: 0.84 EnergyGauge®(Version: FLRCPB v4.5) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 89.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type1 and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 808.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation b. Slab -On -Grade Edge Insulation c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior b. Sup: Unc. Ret: Con. AH(Sealed):Interior Stacey & Brian Levy, 1051 NE Addition Single family 1 3 No 3991 ft2 (Clear) 808.0 ft2 R.0, 220.0(p) ft R1.0, 220.0(p) ft R= 4.1,1589.0 ft2 _ R=4.1, 1548.9 ft2 93 Street, MIAMI, FL, 33138- 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N /A. 14. Hot water systems a. LP Gas b. LP Gas _ c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, Sup. R�.0, 30.0 ft _ MZ- C- Multizone cooling, Sup. R5.0, 45.0 ft MZ- H- Multizone heating) R= 30.0,2014.0ft2 _ R =30.0, 1977.0 ft2 _ I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarm1designation), your home may quali for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLLKCPB v4.52) Cap: 46.0 kBtu/hr _ SEER 15.00 Cap: 46.0 kBtu/hr _ SEER 15.00 Cap: 27.0 kBtu/hr _ COP: 1.00 Cap: 27.0 kBtu/hr _ COP: 1.00 Cap: 2.0 gallons EF: 0.82 Cap: 2.0 gallons _ EF: 0.82 PT, CF, System Sizing Calculations - Winter Residential Load Whole House Component Details Stacey & Brian Levy Project Title: Code Only 1051 NE 93 Street LEVY' S RESIDENCE Professional Version MIAMI, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 2/4/2010 Window Panes/SHGC /Frame /U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1, Clear, Metal, 1.27 S 33.8 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 $ 32.7 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 E . 18.7 25.4 1, Clear, Metal, 1.27 E 15.8 25.4 1, Clear, Metal, 1.27 N 35.0 25.4 1, Clear, Metal, 1.27 N 22.2 25.4 1, Clear, Metal, 1.27 N 175.0 25.4 1, Clear, Metal, 1.27 $ 28.0 25.4 1, Clear, Metal, 1.27 S 65.3 25.4 . 1, Clear, Metal, 1.27 S 42.0 25.4 1, Clear, Metal, 1.27 W 33.8 25.4 1, Clear, Metal, 1.27 N 35.0 25.4 1, Clear, Metal, 1.27 N 37.3 25.4 1, Clear, Metal, 1.27 N 46.2 25.4 1, Clear, Metal, 1.27 N 70.0 25.4 1, Clear, Metal, 1.27 N 33.3 25.4 Window Total 808(sgft) 859 Btuh 711 Btuh 711 Btuh • 830 Btuh 711 Btuh 474 Btuh 400 Btuh 889 Btuh 563 Btuh 4445 Btuh 711 Btuh 1659 Btuh 1067 Btuh 857 Btuh 889 Btuh 948 Btuh 1174 Btuh 1778 Btuh 847 Btuh 20524 Btuh Walls 1 2 Type R-Value Area X HTM= Concrete BIk,Hollow - Ext(0.15) 4.1 1589 3.0 Concrete BIk,Hollow - Ext(0.15) 4.1 1549 3.0 Wall Total 3138. Load 4714 Btuh 4595 Btuh 9309 Btuh Doors 1 Type Area X HTM= Insulated - Exterior 14 7.0 Door Total 14 Load 98 Btuh 98Btuh Ceilings 1 2 Type /Color /Surface R-Value Area X HTM= Unvented Attic/D/Tile 30.0 2014 0.6 Unvented Attic/D/Tile 30.0 1977 0.6 Ceiling Total 3991 . Load 1283 Btuh 1259 Btuh, 2542Btuh Floors 1 2 Type R -Value Size X HTM= Slab On Grade 0 220.0 ft(p) 23.6 Slab On Grade 0 220.0 ft(p) 23.6 Floor Total 440 Load 5192 Btuh 5192 Btuh 10384 Btuh Envelope Subtotal: 42858 Btuh Infiltration Type ACH X Volume(cuft) walls(soft) CFM= Natural 0.50 35919 3138 299.3 6583 Btuh Ductload (DLM of Mixed ducts) 4623 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- - Component Details (continued) Project Title: Code Only LEVY' S RESIDENCE Professional Version Climate: South 2/4/2010 All Zones Sensible Subtotal All Zones 54063 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 54063 Btuh 0 Btuh 54063 Btuh 1. Electric Strip 2. Electric Strip 27000 Btuh . 27000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v4.5.2 Version 8 For Florida residences only Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Stacey & Brian Levy Project Title: Code Only 1051 NE 93 Street LEVY' S RESIDENCE Professional Version MIAMI, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 2/4/2010 Window Type* Pn/SHGC/U/InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.27, None,N,N S 5ft. 9ft. 33.8 33.8 0.0 35 37 1198• Btuh 2 1, Clear, 1.27, None,N,N S 1.83 6.33 28.0 28.0 0.0 35 37 992 Btuh 3 1, Clear, 1.27, None,N,N S 1.83 8.16 28.0 28.0 0.0 35 37 992 Btuh 4 1, Clear, 1.27, None,N,N S 1.83 8.5ft 32.7 32.7 0.0 35 37 1157 Btuh 5 1, Clear, 1.27, None,N,N S 1.83 8.25f 28.0 28.0 0.0 35 37 992 Btuh 6 1, Clear, 1.27, None,N,N E 1.83 8.5ft 18.7 0.1. 18.6 :35 92 1721 Btuh 7 1, Clear, 1.27, None,N,N E 1.83 7ft. 15.8 0.0 15.8 35 92 1455 Btuh 8 1, Clear, 1.27, None,N,N N 1.83 8.5ft 35.0 0.0 35.0 35 35 1240 Btuh 9 1, Clear, 1.27, None,N,N N 1.83 8.5ft 22.2 0.0 22.2 35 35 785 Btuh 10 1, Clear, 1.27, None,N,N N 1.83 8.5ft 175.0 0.0 175.0 35 35 6198 Btuh 11 1, Clear, 1.27, None,N,N S 1.83 6.33 28.0 28.0 0.0 35 37 992 Btuh 12 1, Clear, 1.27, None,N,N S 1.83 8.5ft 65.3 65.3 0.0 35 37 2314 Btuh 13 1, Clear, 1.27, None,N,N S 1.83 3.5ft 42.0 42.0 0.0 35 37 1487 Btuh 14 1, Clear, 1.27, None,N,N W 1.83 5.08 33.8 1.7 32.1 35 92 3020 Btuh 15 1, Clear, 1.27, None,N,N N 1.83 8.5ft 35.0 0.0 35.0 35 35 1240 Btuh 16 1, Clear, 1.27, None,N,N N 1.83 8.5ft 37.3 0.0 37.3 35 35 1322 Btuh 17 1, Clear, 1.27, None,N,N N 1.83 7ft. 46.2 0.0 46.2 35 35 1637 Btuh 18 1, Clear, 1.27, None,N,N N 1.83 8.5ft 70.0 0.0 70.0 35 35 2479 Btuh 19 1, Clear, 1.27, None,N,N N 1.83 9ft. 33.3 0.0 33.3 35 35 1180 Btuh Window Total 808 (sqft) 32399 Btuh Walls Type R- Value /U -Value Area(sqft) HTM Load 1 Concrete BIk,Holiow - Et 4.1/0.15 1589.0 2.9 4549 Btuh 2 Concrete BIk,Hollow - Et 4.1/0.15 1548.9 2.9 4434 Btuh Wall Total 3138 (sqft) 8983 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 14.0 10.5 147 Btuh Door Total 14 (sqft) 147 Btuh Ceilings Type/Color /Surface R -Value Area(sqft) HTM Load 1 Unvented Attic/DarkTile 30.0 2014.0 2.4 4746 Btuh 2 Unvented Attic/DarkTile 30.0 1977.0 2.4 4659 Btuh Ceiling Total 3991 (sgft). 9406 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 220 (ft(p)) 0.0 0 Btuh 2 . Slab On Grade 0.0 220 (ft(p)) 0.0 0 Btuh Floor Total 440.0 (sqft) 0 Btuh Envelope Subtotal: 50935 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load SensibleNatural 0.30 35919 3138 299.3 2962 Btuh Internal Occupants Btu h /occupant Appliance Load gain 9 X 230 + 4000 6070 Btuh Sensible Envelope Load: 59968 Btuh Duct load (DGMs vary for Mixed ducts) 7087 Btuh Sensible Load All Zones 67054 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- - Component Details (continued) Project Title: Code Only LEVY' S RESIDENCE Professional Version Climate: South 2/4/2010 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible. Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (9 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 59968 Btuh 7087 Btuh 67054 Btuh 0 Btuh 0 Btuh 67054 Btuh 7081 Btuh 0 Btuh 1343 Btuh 1800 Btuh 4500. Btuh 14724 Btuh 81778 Btuh 1. Central Unit/Split 2. Central Unit/Split TRANE #(Outside)TRANE #(Inside) TRANE #(Outside)TRANE #(Inside) 46000 Btuh 46000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) EnergyGauge® FLRCPB v4.5.2 Version 8 For Florida residences only Page 2 Residential System Sizing Calculation Summary Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Project Title: LEVY' S RESIDENCE ' Code Only Professional Version Climate: South Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 54063 Btuh Total cooling Toad calculation 81778 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 99.9 54000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total % of calc Btuh 100.2 67160 168.7 24840 112.5 92000 WINTER CALCULATIONS Winter Heating Load Load component Load Load 32399 Window total 808 sqft 20524 Btuh Wall total 3138 sqft 9309 Btuh Door total • 14 sqft 98 Btuh Ceiling total 3991 sqft 2542 Btuh Floor total See detail report 10384 Btuh Infiltration 299 cfm 6583 Btuh Duct Toss Btuh Latent gainonfiltration) 4623 Btuh Subtotal 0 Btuh 54063 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh 54063 Btuh Summer Coolinst Lo iNafs(1796) SUMMER CALCULATIONS Load component Load Window total 808 •sqft 32399 Btuh Wall total 3138 sqft 8983 Btuh Door total 14 sqft 147 Btuh Ceiling total 3991 sqft 9406 Btuh Floor total 0 Btuh Infiltration 180 cfm 2962 Btuh Internal gain 6070 Btuh Duct gain 7087 Btuh Sens.. Ventilation 0 cfm 0 Btuh Total sensible gain 67054 Btuh Latent gain(ducts) 1343 Btuh Latent gainonfiltration) 7081 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 6300 Btuh Total latent gain 14724 Btuh TOTAL HEAT GAIN 81778 Btuh Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 EnergyGauge® System Sizing PREPARED BY: DATE: FORM 600A -2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department. of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner. Climate Zone: LEVY' S RESIDENCE 1051 NE 93 Street MIAMI, FL 33138 - Stacey & Brian Levy South Builder. • Permitting Office: DADE Permit Number. Jurisdiction Number. 232400 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type' and area (Label regd. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 808.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation b. Slab -On -Grade Edge Insulation c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior b. Sup: Unc. Ret: Con. AH(Sealed):Interior Addition Single family 1 3 No 3991 ft2 (Clear) 808.0 ft2 R4:.1.0, 220.0(p) ft R41.0, 220.0(p) ft R=4.1, 1589.0 ft2 _ R=4.1, 1548.9 ft2 - R =30.0, 2014.0 ft2 R =30.0, 1977.0 ft2 _ Sup. R 6.0,30.0ft Sup. R=6.0, 45.0 ft 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. LP Gas b. LP Gas c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 46.0 kBtu/hr SEER 15.00 _ Cap: 46.0 kBtu/hr _ SEER 15.00 Cap: 27.0 kBtu/hr - COP: 1.00 Cap: 27.0 kBtu/hr - COP: 1.00 Cap: 2.0 gallons - EF: 0.82 Cap: 2.0 gallons - EF: 0.82 _ PT, CF, - Glass /Floor Area: 0.20 Total as -built points: 37025 Total base points: 43940 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this build' as as designed, is in *compliance with the Florida Energy Code. OWNER/AGENT: DATE: 1 Predominant glass type. For actual gl Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCPB v4.5.2) FORM 600A -2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 3991.0 30.53 21932.0 1.Single, Clear S 5.0 9.0 33.8 66.93 0.64 1456.0 2.Single, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 3.Single, Clear S 1.8 8.2 28.0 66.93 0.90 1686.0 4.Single, Clear S . 1:8 8.5 32.7 66.93 0.91 1987.0 5.Single, Clear S 1.8 8.3 28.0 66.93 0.90 1690.0 6.Single, Clear , E 1.8 8.5 18.7 78.71 0.94 1381.0 7.Single, Clear E 1.8 7.0 15.8 78.71 0.91 1127.0 8.Single, Clear N 1,8 8.5 35.0 36.46 0.96 1219.0 9.Single, Clear N 1.8 8.5 22.2 36.46 0.96 772.0 10.Single, Clear N 1.8 8.5 175.0 36.46 0.96 6096.0 11.Single, Clear S 1.8 6.3 28.0 66.93 0.84 1566.0 12.Single, Clear S 1.8 8.5 65.3 66.93 0.91 3973.0 13.Single, Clear S 1.8 3.5 42.0 66.93 0.66 1855.0 14.Single, Clear W 1.8 5.1 33.8 70.53 0.84 1998.0 15.Single, Clear N 1.8 8.5 35.0 36.46 0.96 1219.0 16.Single, Clear N 1.8 8.5 37.3 36.46 0.96 1300.0 17.Single, Clear N 1.8 7:0 46.2 36.46 0.94 1575.0 18.Singie, Clear N 1.8 8.5 70.0 36.46 ". 0.96 2438.0 19.Single, Clear N 1.8 9.0 33.3 36.46. 0.96 1167.0 As -Built Total: 808.0 36071.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1589.0 2.32 3678.5 Exterior 3137.9 2.70 8472.3 2. Concrete, Int Insul, Exterior 4.1 1548.9 2.32 3585.7 Base Total: 3137.9 8472.3 As - Built Total: 3137.9 7264.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0:00 0.0 1.Exterior Insulated 14.0 6.40 89.6 Exterior 14.0 6.40 89.6 Base Total: 14.0 89.6 As - Built Total: 14.0 89.6 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 3991.0 2.80 ' 11174.8 1. Under Attic 30.0 2014.0 2.77 X 1.00 5578.8 2. Under Attic 30.0 1977.0 2.77 X 1.00 5476.3 Base Total: 3991.0 11174.8 As -Built Total: 3991.0 11055.1 EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: • EnergyGaugeTM DCA Form 600A-2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 440.0(p) -20.0 - 8800.0 1. Slab -On -Grade Edge Insulation 0.0 220.0(p -20.00 - 4400.0 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 220.0(p -20.00 4400.0 Base Total; - 8800.0 As -Built Total: 440.0 - 8800.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3991.0 18.79 74990.9 3991.0 18.79 74990.9 Summer Base Points:107859.6 . Summer As -Built Points: 120670.8 Total Summer X System = Cooling Total X Cap X (Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) on x DSM x AHU) (sys 1: Central Unit 48000btuh ,SEER/EFF(15.0) Duds:Unc (S),Con(R),Int(AH),R8.0(INS) 120671 0.50 (1.07 x 1.165 x 0.85) 0.227 0.902 13156.5 (sys 2: Central Unit 48000btuh ,SEER/EFF(15.0) Ducts: Unc(S),Con(R),Int(AH),R6.O(INS) 120671 0.50 (1.07 x 1.165 x 0.85) 0.227 0.902 13156.5 107859.6 0.3250 35054.4 120670.8 1.00 1.063 0.227 0.902 26312.9 • EnergyGaugeTM DCA Form 600A-2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: • BASE I AS -BUILT . GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len . Hgt Area X WPM X WOF = Point: .18 3991.0 3.60 2586.0 1.Single, Clear S 5.0 9.0 33.8 4.49 1.16 176.0 2.Single, Clear . S 1.8 6.3 28.0 4.49 1.03 129.0 3.Single, Clear S 1.8 8.2 28.0 4.49 1.01 127.0 4.Single, Clear S 1.8 8.5 32.7 4.49 1.01 148.0 5.Single, Clear S 1.8 8.3 28.0 4.49 1.01 127.0 6.Single, Clear E 1.8 8.5 18.7 4.77 1.02 90.0 7.Single, Clear E 1.8 7.0 15.8 4.77 1.02 76.0 8.Single, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 9.Single, Clear N 1.8 8:5 22.2 6.03 0.99 132.0 10.Single, Clear N 1.8 8.5 175.0 6.03 0.99 1048.0 11.Single, Clear S 1.8 6.3 28.0 4.49 1.03 129.0 12.Single, Clear S 1.8 8.5 65.3 4.49 1.01 296.0 13.Single, Clear S 1.8 3.5 42.0 4.49 1.14 215.0 14.Single, Clear W 1.8 5.1 33.8 5.49 1.00 185.0 15.Single, Clear N 1.8 8.5 35.0 6.03 0.99 209.0 16.Single, Clear . N 1.8 8.5 37.3 6.03. 0.99 223.0 17.Single, Clear N 1.8 7.0 46.2 . 6.03 0.99 276.0 18.Single, Clear N 1.8 8.5 70.0 6.03 0.99 419.0 19.Single, Clear N 1.8 9.0 33.3 6.03 0.99 199.0 I As -Built Total: 808.0 4413.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 L Concrete, Int Insul, Exterior 4.1 1589.0 1.03 1644.6 Exterior 3137.9 0.60 1882.7 2. Concrete, Int Insul, Exterior 4.1 1548.9 1.03 1603.1 Base Total: 3137.9 1882.7 I As -Bullt Total: 3137.9 3247.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 . 0.0 1.Exterior Insulated 14.0 1.80 25.2 Exterior 14.0 1.80 25.2 Base Total: 14.0 25.2 ( As - Built Total: 14.0 25.2 I CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3991.0 0.10 399.1 1. Under Attic 30.0 2014.0 0.10 X 1.00 201.4 2. Under Attic 30.0 1977.0 0.10 X 1.00 197.7 Base Total: 3991.0 399.1 As -Built Total: 3991.0 399.1 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method. A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: EnergyGaugem DCA Form 600A -2004R EnergyGauge®/FIaRES 2004R FLRCPB v4.5.2 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 440.0(p) -2.1 -924.0 1. Slab -On -Grade Edge Insulation 0.0 220.0(p -2.10 -462.0 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 220.0(p -2.10 -462.0 Base Total: -924.0 As -Bullt Total: 440.0 -924.0 INFILTRATION , Area X BWPM = Points Area X WPM = Points 3091.0 -0.06 -239.5 3991.0 -0.06 -239.5 Winter Base Points: 3729.6 Winter As -Built Points: 6921.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 27000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 6921.6 0.500 (1.085 x 1.137 x 0.86)1.000 0.950 3506.3 (sys 2: Electric Strip 27000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 6921.6 0.500 (1.085 x 1.137 x 0.86)1.000 0.950 3506.3 3729.6 0.5540 2066.2 6921.6 1.00 1.066 1.000 0.950. 7012.7 EnergyGaugem DCA Form 600A -2004R EnergyGauge®/FIaRES 2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS. AS- BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Cooling Points + Heating + Points Volume Bedrooms Ratio Multiplier 3 2273.00 + 6819.0 2.0 0.82 3 0.50 1233.04 1.00 1849.6 Total Points 35054 2066 2.0 0.82 3 0.50 1233.04 1.00 1849.6 43940 26313 7013 As -Built Total: 3699.1 PASS EnergyGauge7u DCA Form 600A -2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 CODE COMPLIANCE STATUS. BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 35054 2066 6819 43940 26313 7013 3699 37025 PASS EnergyGauge7u DCA Form 600A -2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 FORM 600A -2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 1051 NE 93 Street, MIAMI, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK a/" Exterior Windows & Doors 606.1 ABC.1.1 Maximum ::3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; Joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. • to"' Floors 606.1 ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. c.0 Ceilings 606.1ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1 A BC.1.2.5 Air barrier on perimeter of floor cavity between floors. �/ dr Additional Infiltration .refits 606.1 ABC.1.3 . Exhaust fans vented to outdoors, dampers; combustion space heaters comply NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table .612.1 ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 4/ IiVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. V Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugem DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 Summary Energy Code Results Residential Whole Building Performance Method A Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- Project Title: LEVY' S RESIDENCE Code Only Professional Version Climate: South 2/4/2010 Energy Use Building Loads As -Built Cooling: 35054 points Heating: 2066 points Hot Water: 6819 points Total: 43940 points Base As -Built Summer: Winter: Hot Water: Total: 1.0786E5 poirrWummer: 3730 points 6273 points 117863 points Winter: Hot Water: Total: 120671 points 6922 points 6273 points 133866 points Energy Use Base As -Built Cooling: 35054 points Heating: 2066 points Hot Water: 6819 points Total: 43940 points Cooling: 26313 points Heating: 7013 points Hot Water: 3699 points Total: 37025 points PASS e- Ratio: 0.84 EnergyGauge®(Version: FLRCPB v4.5) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 89.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type1 and area (Label read. by 13- 104.4.5 if not default) U- factor: (or Single or Double DEFAULT) SHGC: (or Clear or Tint DEFAULT) 7b. Floor types Slab -On -Grade Edge Insulation Slab -On -Grade Edge Insulation N/A Wall types Concrete, Int Insul, Exterior Concrete, Int Insul, Exterior N/A N/A N/A Ceiling types Under Attic Under Attic Stacey & Brian Levy, 1051 NE 93 Street, MIAMI, FL, 33138- Addition Single family 1 3 No 3991 ft2 a. Description Area 7a(Sngle Default) 808.0 ft2 b. 8. a. b. c. 9. a. b. c. d. e. 10. a. b. c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior b. Sup: Unc. Ret: Con. AH(Sealed):Interior. (Clear) 808.0 112 R4.0, 220.0(p) ft R.).0, 220.0(p) ft R=4.1, 1589.0 ft2 - R= 4.1,1548.9 ft2 _ R =30.0, 2014.0 112 - R =30.0, 1977.0 ft2 Sup. R5.0, 30.0 ft Sup. R�.0, 45.0 11 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N /A. 14. Hot water systems a. LP Gas b. LP Gas c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C-Multizone cooling, MZ -H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarm'designation), your home may quay for energy efficiency mortgage (EEM) incentives of you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fse. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass ouuttuut on pages 2&4. EnergyGauge® (Version: .CPB v4.5.2) Cap: 46.0 kBtu/hr _ SEER 15.00 Cap: 46.0 kBtu/hr _ SEER 15.00 Cap: 27.0 kBtu/hr _ COP: 1.00 _ Cap: 27.0 kBtu/hr _ COP: 1.00 Cap: 2.0 gallons EF: 0.82 Cap: 2.0 gallons _ EF: 0.82 PT, CF, System Sizing Calculations - Winter Residential Load - Whole House Component Details Code Only Professional Version Climate: South 2/4/2010 Stacey & Brian Levy Project Title: 1051 NE 93 Street LEVY' S RESIDENCE MIAMI, FL 33138- Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F Window Panes /SHGC /Frame/U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1, Clear, Metal, 1.27 S 33.8 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 S 32.7 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 E 18.7 25.4 1, Clear, Metal, 1.27 E 15.8 25.4 1, Clear, Metal, 1.27 N 35.0 25.4 1, Clear, Metal, 1.27 N 22.2 25.4 1, Clear, Metal, 1.27 N 175.0 25.4 1, Clear, Metal, 1.27 S 28.0 25.4 1, Clear, Metal, 1.27 S 65.3 25.4 1, Clear, Metal, 1.27 S 42.0 25.4 1, Clear, Metal, 1.27 W 33.8 25.4 1, Clear, Metal, 1.27 N 35.0 25.4 1, Clear, Metal, 1.27 N 37.3 25.4 1, Clear, Metal, 1.27 N 46.2 25.4 1, Clear, Metal, 1.27 N 70.0 25.4 1, Clear, Metal, 1.27 N 33.3 25.4 Window Total 808(sgft) 859 Btuh 711 Btuh 711 Btuh 830 Btuh 711 Btuh 474 Btuh 400 Btuh 889 Btuh 563 Btuh 4445 Btuh 711 Btuh 1659 Btuh 1067 Btuh 857 Btuh 889 Btuh 948 Btuh 1174 Btuh 1778 Btuh 847 Btuh 20524 Btuh Walls 1 2 Type R -Value Area X HTM= Concrete BIk,Hollow- Ext(0.15) 4.1 1589 3.0 Concrete BIk,Hollow - Ext(0.15) 4.1 1549 3.0 Wall Total 3138. Load 4714 Btuh 4595 Btuh 9309 Btuh Doors 1 Type Area X HTM= Insulated - Exterior 14 7.0 Door Total 14 Load 98 Btuh 98Btuh Ceilings 1 2 Type /Color /Surface R -Value Area X HTM= Unvented Attic/D/Tile 30.0 2014 0.6 Unvented Attic/D/Tile 30.0 1977 0.6 Ceiling Total 3991 , Load 1283 Btuh 1259 Btuh, 2542Btuh Floors 1 2 Type R -Value Size X HTM= Slab On Grade 0 220.0 ft(p) 23.6 Slab On Grade 0 220.0 ft(p) 23.6 Floor Total 440 Load 5192 Btuh 5192 Btuh 10384 Btuh Envelope Subtotal: 42858 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.50 35919 3138 299.3 6583 Btuh Ductload (DLM of Mixed ducts) 4623 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- - Component Details (continued) Project Title: Code Only LEVY' S RESIDENCE Professional Version Climate: South 2/4/2010 All Zones Sensible Subtotal All Zones 54063 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 54063 Btuh 0 Btuh 54063 Btuh 1. Electric Strip 2. Electric Strip 27000 Btuh . 27000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U -Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v4.5.2 Version 8 For Florida residences only Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Code Only 1051 NE 93 Street LEVY' S RESIDENCE Professional Version MIAMI, FL 33138- Climate: South Stacey & Brian Levy Project Title: Reference City: Miami (Defaults) . Summer Temperature Difference: 15.0 F 2/4/2010 Window Type* Pn/SHGC/U/InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.27, None,N,N S 5ft. 9ft. 33.8 33.8 0.0 35 37 1198. Btuh 2 1, Clear, 1.27, None,N,N S 1.83 6.33 28.0 28.0 0.0 35 37 992 Btuh 3 1, Clear, 1.27, None,N,N S 1.83 8.16 28.0 28.0 0.0 35 37 992 Btuh 4 1, Clear, 1.27, None,N,N S 1.83 8.5ft 32.7 32.7 0.0 35 37 1157 Btuh 5 1, Clear, 1.27, None,N,N S 1.83 8.25f 28.0 28.0 0.0 35 37 992 Btuh 6 1, Clear, 1.27, None,N,N E 1.83 8.5ft 18.7 0.1. 18.6 35 92 1721 Btuh 7 1, Clear, 1.27, None,N,N E 1.83 7ft. 15.8 0.0 15.8 35 92 1455 Btuh 8 1, Clear, 1.27, None,N,N N 1.83 8.5ft 35.0 0.0 35.0 35 35 1240 Btuh 9 1, Clear, 1.27, None,N,N ' N 1.83 8.5ft 22.2 0.0 22.2 35 35 785 Btuh 10 1, Clear, 1.27, None,N,N N 1.83 8.5ft 175.0 0.0 175.0 35 35 6198 Btuh 11 1, Clear, 1.27, None,N,N S 1.83 6.33 28.0 28.0 0.0 35 37 992 Btuh 12 1, Clear, 1.27, None,N,N S 1.83 8.5ft 65.3 65.3 0.0 35 37 2314 Btuh 13 .1, Clear, 1.27, None,N,N S 1.83 3.5ft 42.0 42.0 0.0 35 37 1487 Btuh 14 1, Clear, 1.27, None,N,N W 1.83 5.08 33.8 1.7 32.1 35 92 3020 Btuh 15 1, Clear, 1.27, None,N,N N 1.83 8.5ft 35.0 0.0 35.0 35 35 1240 Btuh 16 1, Clear, 1.27, None,N,N N 1.83 8.5ft 37.3 0.0 37.3 35 35 1322 Btuh 17 1, Clear, 1.27, None,N,N . N 1.83 7ft. 46.2 0.0 46.2 35 35 1637 Btuh 18 1, Clear, 1.27, None,N,N N 1.83 8.5ft 70.0 0.0 70.0 35 35 2479 Btuh 19 1, Clear, 1.27, None,N,N N 1.83 9ft. 33.3 0.0 33.3 35 35. 1180 Btuh Window Total 808 (sqft) 32399 Btuh Walls Type R- Value /U -Value Area(sqft) HTM Load 1 Concrete BIk,Hollow - Ext 4.1/0.15 1589.0 2.9 4549 Btuh 2 Concrete BIk,Hollow - Ext 4.1/0.15 1548.9 2.9 4434 Btuh Wall Total 3138 (sqft) 8983 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 14.0 10.5 147 Btuh Door Total . 14 (sqft) 147 Btuh Ceilings Type /Color /Surface R-Value Area(sqft) HTM Load 1 Unvented Attic/Dark-Tile 30.0 2014.0 2.4 4746 Btuh 2 . Unvented Attic/DarkTiie 30.0 1977.0 2.4 4659 Btuh Ceiling Total 3991 (sgft). 9406 Btuh Floors Type ' R-Value Size HTM Load 1 Slab On Grade 0.0 220 (ft(p)) 0.0 0 Btuh 2 Slab On Grade 0.0 220 (ft(p)) 0.0 0 Btuh Floor Total 440.0 (sqft) 0 Btuh Envelope Subtotal: 50935 Btuh Infiltration Type . ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.30 35919 3138 299.3 2962 Btuh Internal Occupants Btuh/occupant Appliance Load gain 9 X 230 + 4000 6070 Btuh Sensible Envelope Load: 59968 Btuh Duct load (DGMs vary for Mixed ducts) 7087 Btuh Sensible Load All Zones 67054 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- - Component Details (continued) Project Title: Code Only LEVY' S RESIDENCE Professional Version Climate: South 2/4/2010 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (9 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 59968 Btuh 7087 Btuh 67054 Btuh 0 Btuh 0 Btuh 67054 Btuh 7081 Btuh 0 Btuh 1343 Btuh 1800 Btuh. 4500. Btuh 14724 Btuh 81778 Btuh 1. Central Unit/Split 2. Central Unit/Split TRANE #(Outside)TRANE #(Inside) TRANE #(Outside)TRANE #(Inside) 46000 Btuh 46000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N),. Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Ilalf(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Residential System Sizing Calculation Summary Project Titie: LEVY' .S RESIDENCE Stacey & Brian Levy 1051 NE 93 Street MIAMI, FL 33138- ' Code Only Professional Version Climate: South 2/4/2010 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 54063 Btuh Total cooling load calculation 81778 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 99.9 54000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total % of calc Btuh 100.2 67160 168.7 24840 112.5 92000 WINTER CALCULATIONS Winter Heating Load (for 3991 s Load component Load Load 32399 Window total 808 sqft 20524 Btuh Wall total 3138 sqft 9309 Btuh Door total 14 sqft 98 Btuh Ceiling total 3991 sqft 2542 Btuh Floor total See detail report 10384 Btuh infiltration 299 cfm 6583 Btuh Duct loss Btuh. Latent gain(infiitration) 4623 Btuh Subtotal 0 Btuh 54063 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh 54063 Btuh Summer Cooling Load for 3991 s Waus(17%) SUMMER CALCULATIONS Load component Load Window total 808 •sqft 32399 Btuh Wall total 3138 sqft 8983 Btuh Door total . 14 sqft 147 Btuh Ceiling total 3991 sqft 9406 Btuh Floor total 0 Btuh Infiltration 180, cfm 2962 Btuh Internal gain 6070 Btuh Duct gain 7087 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 67054 Btuh Latent gain(ducts) 1343 Btuh. Latent gain(infiitration) 7081 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 6300 Btuh Total latent gain 14724 Btuh TOTAL HEAT GAIN 81778 Btuh Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 EnergyGauge® System Sizing PREPARED BY: DATE: 1, MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NAS Unlimited Doors, LLC 2450 Palm Avenue Street Hialeah, Fl. 33010 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.govBuildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HI- TECH" Outswing Steel Entrance Doors- Impact APPROVAL DOCUMENT: Drawing No. W08-73 titled "Series "Ill-TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and sealed by Arshad Vigar, P. E. bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max. height of the door with Wood veneer is limited to 100" and Decorative Steel is limited to 83 ". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 09-0128.07 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 Page 1 1 NAS Unlimited Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No. W08-73 titled "Series "III- TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11-08 and last revised on July 02, 2009, signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202 -94 2) Uniform Static Air Pressure Test Loading per FBCTAS 202 -94 3) Water Resistance Test, per FBC TAS 202 -94 4) Forced Entry Resistance Test, per FBC TAS 202 -94 5) Large Missile Impact Test, FBC TAS 201 -94 6) Cyclic Loading Test, per FBC TAS 203 -94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTTL07190), dated 01/26/09 and FTL 5656 (FTLOS090) dated 01/27/09, both signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS: 1. Anchor calculations and structural analysis per FBC 2007, prepared by Al- Farooq Corporation, dated 10 /09/08, signed and sealed by Dr. Humayuon Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01 -26 -09 per ASTM A- 370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 01, 2009, prepared by AI- Farooq Corporation, signal and sealed by Arshad Vigar, P.E. 2. Statement letter of conformance and no financial interest, dated September 23, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory Compliance statement issued as part of test report. G. OTHER 1. Test proposal # 07 -3338, 07 -3338 R and 07- 03338R -1, dated 06/05/08, approved by BCCO. 2. Distribution agreement between NAS Unlimited Door, LLC and the manufacturer, China. E -1 1,41 i Ishaq 1 Chanda, P.E. Product Control Examiner NOA No 09-0128.07 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 SERIES HI -TECH OUTSWING ENTRANCE DOORS WITH DECORATIVE WOOD VENEER OR WITH DECORATIVE STEEL SURFAC$ DOORS ARE APPROVED FOR INSTALLATIONS WHERE WATER INRLTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HWQ). 28 IBY OR Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET NE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. (X) MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (Fat SIZES SHORN 011 SMALLER — 80.0 PSF AS LIMITED BY CODE) DOORS WITH WOOD VENEER EGRESS REQUIREMENTS TO BE REVISITED BY MILORD OFFICIAL o�sqaIy�Z T24a9 1Wkwl l g .4t4c. THESE 000RS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. i SHUTTERS ARE NOT REQUIRED. Env AROOD HOAR COIL flACA.N. 3533 JUL 0 zap IL sheet 1 of 7 40 1/4' MAX. FRAME WIDTH D1 GLUED ON W000 OR PVC VENEER OPTIONAL le MAX. r HEAD/SILL CORNERS 78' MAX. FRAME WIDTH 9' ACTIVE rfl 36 I /2. MAX. LEAF WIDTH / L/ INACTWE (X) (XX) MAXIMUM DESIGN LOAD RATING e + 70.0 PSF (FOR SIZES SHOWN OR SMALLER — 80.0 PSF As LIMITED BY CODE) DOORS WITH DECORATIVE STEEL SURFACE EGRESS REOUIREMEN S TO SE REVIEWED BY BUILDING OFFICIAL Env: ARSH D VOA CIV/IL FLA. PE JUL L JU 0 2 2009 === 9"-- !ti de iArtQu 1 1 AIL ISY 000 BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE SHEET 4 FOR LOCATION k TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • • • 1 -1/8• X 3-I/2• WOOD BUCK 0.55 EMBEDED IN EXPANDING FOAM OR SILICONE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STEEL PLATE SPOT 1110E0 TO FRAME • a 1 • rim& ANCHORS A FOR SP 1X4 W000 S.G. - 0.55 EMBED IN EXPANDING FOAM OR SUM DOORS WITH WOOD COVE$ '4111r • " ° 'I • ° v • TYPICALL ANCHORS � SPACING ELEVATIONS DOORS WITH DECORATIVE STEEL SURFACE STEEL TO BE STAINLESS OR PAINTED CARBON STEEL MMMI -OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA W000 BUCKS AND METAL STRUCTURES NOT BY NAS UNUMITEO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS; SEE ELEV. FOR SPACING 1/4- DIA. ULTRACON BY TLCO' (Fu•177 KS, Fy-155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY •14 SMS OR SELF DRIUJNG SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8r) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy SS KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) iY CAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. ATE Ye m 3000 PS MIN. MASONRY f'm m 2000 PSI MPI. For ARC VWAR FL. PE 3_ 8RJ18S3 CAN. Y'NB JUL 0 2 2009 (sheet S of 7 3/8- MAX. ter WOOD eucx TYPICAL ANCHORS SEE ELEV. FOR SPACING • SH01 1/4- MAX. SHIM SPACE METAL STRUCTURE LEAF WIDTH 40 I/20 MAX. FRAME WBM SINGLE (X DOORS WITH DECORATIVE STEEL SURFACE TYPI & ANCHORS SEE ELEV. FOR SPACING 1 -1/8' X 3 -1/2- WOOD BUCK B.G. b 0.88 EMBEDED IN EXPANDING FOAM OR SIUCONE DOOR DOOR LEAF WITH WOOD COVER REINFORCING CHANNEL LOCATIONS Entr: ANWAR NOR clrl. FIAT 8 ! ss, 47 JUL 0 2 1009 drawing no. W08 -73 (Meet 4 of 7 ) 3/r MAX. rJ 3/8 MAX. SHIN 88 I /2' MM. ACTIVE LEAF WIDTH FRAME WIDTH DOUBLE (XX) DOORS WITH WOOD COVER EXTERIOR FRAME WIDTH DOUBLE (X1 DOORS WITH DECORATIVE STEEL SURFACE -Env Annan Taal PE MCAJL 3338883 JUL 0 2 2009 growing no. W08 -73 (sheet got 7 1 LOCKS; OPTION 191 ACTIVE LFAF MULTI POINT LOCK SYSTEM WITH THUMB TURN OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR LOCATED AT 37 -1/4' FROM 8051014, FASTENED TO LEAF WRH (8) 110-24 X 1/2" F14 MS METALLC DEAD BOLT LOCK WITH THUMB OPERATOR ON INTERIOR AT 35 -1/4" FROM BOTTOM FASTENED TO LEAF WITH (8) /10-24 X 1/2' EH MS 10 -3/16' LONG ST. STEEL STRIKE PLATE FACING DEAD BOLT LOCK AT 39" FROM BOTTOM FASTENED 61154 (6) 3/18" RIVETS 111121 F LEAs CONCEALED FLUSH BOLTS AT 4' AND 77 -1/2° FROM BOTTOM FASTENED WITH (2) 3/16' RIVETS. OPTION i ACTIVE LEAF MULTI POINT LOCK SYSTEM WITH THUMB TURN OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR LOCATED AT 38-1/2° FROM BOTTOM. FASTENED TO LEAF WLTH (4) /10 -32 X 3/8' FH MS METALLIC DEAD BOLT LOCK 61TH THUMB OPERATOR ON INTERIOR AT 38' FROM BOTTOM FASTENED TO LEAF WITH (8) 110 -24 X 1/2" Di MS 10 -3/18' LONG ST. STEEL STRUMS PLATE FACING DEAD SOLT LOCK AT 38' FROM BOTTOM FASTENED WITH (8) 3/18' RIVETS .LESS CONCEALED FLUSH BOLTS AT 4° AND 77 -1/2' PROM BOTTOM FASTENED WITH (2) 3/18° RIVETS. BINGES; .138' 1114. X 2 -3/4' UM METALLIC IWO PIECE CONCEALED HINGES. 5 PER LEAF FOR 100' FRAME 11t. 4 PER LEAF FOR 83" FRAME HT. m =LC; 5' LONG SURFACE MOUNT TWO PIECE BUTT I4INGES EACH FASTENED 10 000R LEAF AND FRAME WITH #10-32 X 3/8' FH MS (5) PER HASP. 9 PER LEAF FOR 100' FRAME HT. 4 PER LEAF FOR 83° FRAME HR. 1 ACTIVE ACTIVE INACTIVE ITEM # PART 1 READ. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 NAS -102 1 FRAME HEAD STEEL ROU. FORMED. MIN. Fy - 38.0 KS 2 NAG -102 1 FRAME SILL STEEL. ROLL FORAGED. MIN. Fy . 38.0 KS 2A NAS -202 1 ALT. FRAME 511L STEEL ROLL FORMED, MIN. Fy - 38.0 KS 3 NAS -103 1 FRAME JAMB STEEL ROIL FORMED. MIN. Fy . 30.0 KS 3A NAG -303 1 W.T. FRAME JAMB STEEL ROLL FORMED, MIN. Fy - 38.0 KS 38 - 1 W.T. FRAME JAL STEEL ROLL FORMED. YEN. Fy . 38.0 KS 3C NAS -204 1 ALT. FRAME JAMB STEEL. ROLL FORMED, MIN. Fy - 38.0 RS 4 - 1 TOP RAG. 04ATA T. (FULL LENGTH) STEEL - 4A _ - 1 ALT. TOP RAIL CHANNEL (FULL LENOTN) STEEL - 5 - 1 TOP RAIi. COYER (FULL LENGTH) STEEL - 6 - 1 BOTTOM RAT. 04*M. (FW. LENGTH) STEEL - 7 - 1 BOTTOM RAIL COVER (FULL LENGTH) STEEL - 7A - 1 ALT. 80TF0M RAIL COVER (FULL LENGTH) STEEL — 8 — 1 HINGE STILE COVER STEEL — 9 - 1 LOCK STILE COVER STEEL — I0 NAS -110 AS REDD. LEAF EXTERIOR & INTERIOR SHEET STEEL MIN. INK • .028'. MN. Fy - 38.0 KS 11 - AS REGD. HONEYCOMB PAPER INSULATION - - 12 NAG -212 1 MULTI PONT LOCK - - 13 NAS -113 1 LOCK STRIKE PLATE - - 14 NAS -114 AS RECD. LOCK HANDLE - - 17 NAS -327 4/ LEAF BUTT HINGES-.095° 1TBK. STEEL - 17A NAS -227 4/ LEAF CONCEALED HINGES-.138° THK. STEEL - 18 NAS -118 2/ LEAF FLUSH BOLTS - - 19 NAS -118 AS RED. FRAME EXTERIOR W'GTRIPPINO EPOM WEATHERSEAL /838 20 NAS -120 AS RECD. FRAME INTERIOR W'STRIPPINO MN WFATHERSEAL 21 NAS -121 AS RECD. JAMB EXTERIOR W'STRIPPING FI III WEAIHERSEAL #025 22 NAS -125 1 HEAD /SU. PLATE STEEL .072' X 3 -7/8' X FULL LENGTH 23 NAS -128 AS REDO. JAMB SHEAR STm1P STEEL. - 24 NAG -138 AS REOD. 060095786 MOULDING - WOOD S.0.. 0.49 MIN. 25 — AS REGD. REINFORCING CHANNELS STEEL - 28 - AS RECD. LEAP W'STRI PING VINYL - 12 -24 X 5/8" P14 MS (4) PER LUNGE 3/8° STEEL PIN MOUNTED TO A STEEL CRADLE WELDED TO FRAME ACTIVE LEAF FLUSH 0MU Engn MOOD VION4 CNIL FLAB 8_38883 JUL 0 2 2229 U 2.251 - .812 FRAME HEAD FRAME SILL J ALT. FRAME SILL FRAME JAMB ALT. FRAME JAMB l J ALT. FRAME JAMB ALT. FRAME JAMB 3.848 fi 2.500 5.088 .0993 17 BUTT HINGE G3� I 2.282 ..- 1.500 1 FRAME CONCEALED HINGE SUPPORT BRACKET .312 PANEL STEEL HINGE LEAF W 2.1221 .472 .035- �4 TOP RAIL CHANNEL 2r .3271 a7z I .0351 1 l J ALT. TOP RAIL CHANNEL TOP RAIL COVER p--- z.sao� 712 Ii .035 0) BOTTOM RAIL COVER .759 Qe HINGE STILE COVER 9 BOTTOM RAIL CHANNEL 7A ALT. BOTTOM RAIL COVER { .874 f7135 2.1352 .430 (9) LOCK STILE COVER Erg: HAD WAR Fo. PE c533511183 (sheet 7 of 7) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7¢2.4949 BUILDING PERMIT PPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fe O - is Addres C. le Titleholder) Permit No. Master Permit No 1.1: 41 ` Zip M 41 5Fer. 0P-Pml-T Phone # c -i' 014 1064 enant/Lessee Nam Email�'j l .0 e0 /40/. c fjtr Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # /1 1 Is Building Historically Designated Company Name Contractor's Addres City Qualifier Name State Certificate or Registration No. •Contact Phone County Miami- Dade Zip /e5-• otogo YES NO V @4E.— 12— Phone# Flood Zone State E-mail Zip Phone # Certificate of Competency No. Architect/Engineer' Name (if applicable Vi \t a .l ® Phone # Value of Work For this Permit $ ' Square / Linear Footage Of Work: 1 Type of Work: (Addition _ DAlteration ❑New DI Repair/Replace ❑ Demolition Describe Work: ******** ** *** * ** * ** * * * * * * * * * * * * * * * * * * ** ees************** * * * * * * * *** * * * ** * * * * * * * * * * *;r * ** eta Submittal Fee $ Permit Fee $ CCF_S CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radom. $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating co truction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WLLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectio ee will be charged.. Owner or Agent Thal foregoing instrument was acknowledged before me this day of 20 IC, by r:— ��1°�jn who is personally known to me or who has produce d As identification and who did take an oath. NOTARY PUBLIC: v, +tuuuiwo���° .4/./ Sign: C, w n' � .j 'N . 1:0 • Sign: 0'.__00. — m - G)_ - -" w o Print: H u = Print: My Commission Expires: '��0�••. 'q, My Commission Expires: sp"�' /Q•�•••........••� t NO AP ROVED BYE/ Plans Examiner Zoning Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or-who has produced as identification and who did take an oath. NOTARY PUBLIC: Engineer Clerk checked (Rev,sed 07 /10 /09XRevised 06/10/2009) 11 m fit oq Miami Shores Village Building Department 1, N- 5- rtt_a- gc cc( _ 11 10050 N.E.2nd Avenue - Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE .STATEMENT NAME: LA/4' I DATE: ` g' . C ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further understand That I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one-family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. if you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a vioiatlort alibis exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a properly owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. . Initi 3. I understand that, as an owner builder, l am the responsible party of record on a permit I understand that 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit tiled in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to fist his or numbers on permits and contracts. Initial £l 4. I understand that 1 may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction Is complete, the law will presume that I bu1r substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that as the owner - builder, I must provide direct, orsite supervision of the construction. Initial ell 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial v V 7. I understan&that it is frequent practices of unlicensed ib ra the .property ner obtain an owner- builder permit that erroneously implies that the property owner Is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. 1 am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not Lensed must work under my direct supervision and must be employed by me, whitdt means' that t must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party Fatly and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial_ 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.rnvtioridalicense.comfdborforoicildndex.rnml Initial 11. I am aware of, and consent to; an owner - builder b ilding permit applied for in my name and understands that 1 am the party 1 a and n cult responsible fo the roposeco ction activity at the following address: t SitzS T-1/ 52971 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It Is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local pemutting agency is required when the permit is issued. Was acknowledged before me this By C a A who was personally known to me or who has u�xc, t�� February 8, 2010 Mr. Norman Remais International Construction Associates, Inc. 18800 N.E. 29th Avenue, Suite 718 Aventura, Florida 33180 Re: Termination of Agreement for Levy Remodel Dear Norman: It has become apparent that you are unable to complete the addition and remodel of our home in compliance with the terms of the Agreement entered into on December 16, 2008. The issues that have arisen during construction are too numerous to catalogue. However, by way of example, the following issues highlight the need to terminate the Agreement so that we can insure completion of the project in the near future: 1 Inability to complete job for agreed upon contract amount 2 Inability to complete work.in a competent fashion (roof leaks, broken window. stucco cracking, truss isssues, etc.) 3 Inability to follow designated construction plans and coordinate issues, concerns, changes with engineers and architects, causing job delays and additional costs of construction 4 Inability to coordinate work efforts with owner's designated representatives on job site and in meetings, causing job delays 5 Failure to disclose /communicate potential problems or issues with construction progress, causing unnecessary change orders and job delays 6 Request for additional $75,000 - $100,000 in order to complete construction 7 Charging excessively high amounts on submitted change orders The attempts at sabotage, constant delays, issues with required inspections, issues with workmanship, and requests for additional funds establish a pattern of inability and unwillingness to complete the project as originally contracted. Therefore, we haye no choice but to terminate you from the job for failure to comply with the Agreement. Our calculations indicate that you have been paid in excess $15,000 more than the value of the work completed (including profit to you for that work). We are willing to forgo return of those funds in exchange for an orderly transition of this project from you to us, or to another contractor of our choosing, including the execution of the attached mutual release. i Bnan an Stace Arlenis Silvera From: Arlenis Silvera Sent: Monday, February 01, 2010 9:27 AM To: Norman Bruhn Subject: Levy - 1051 NE 93 ST aka Norman Remais Hi Norm, I just wanted to give you a status report on the Levy residence. It will be in your office for review soon but I had some questions. Alba came Friday and dropped off a set of plans that was picked up on Jan 20, 2010 to "make correction for addition ". Alba mentioned this set was NOT corrected that we would have a new /corrected set of plans coming in shortly. Since I didn't know the history of this project I received the plans. My question is: If we receive a new set of plans will the review process start over? Later on Friday Norm Remais came in to submit 2 revisions. 1 for "front door approval revised door #1" My question: they don't have a window permit, do apply the revision the master permit #09 -216 ? 2 for "addition, terrace and trellis details" My question: I am still waiting on the plans for the addition, and the trellis is on a separate permit, how do we apply this revision? I asked norm to redo the application and separate the terrace and trellis details and to be more specific in the scope of the revision. His answer was that you had already reviewed the application and approved the submittal as is. He wanted me to call you to the counter and together sort the applications for him. By his own admission he did not know what he was submitting, he was only bringing in what the architect gave him. When you get a chance to review these applications please let me know so we can go over them together and sort the mess. Arlenis Silvera Building Clerk Miami Shores Village 305 - 795 -2204 Inspection Line 305 - 762 -4949 1 AOD'L STRUCTURAL CALCULATIONS REV. 6 07 -10 -09 BDC PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 Designer: Vicente Franco Lic. No 62531 Estate of Florida Address: 10776 NW 84 LN # 5 Miami, FL 33178 TABLE OF CONTENTS AM- STRUCTURAL CALCULATIONS REV. 6 07-10-09 BDC PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 CHAPTER 1 Page # Conc. GB Design 1 - 9 Check Exist WF 10 Check Masonry Pilaster 11 - 15 DESIGN REFERENCES ANA STRUCTURAL CALCULATIONS REV. 6 07 -10 -09 MC PROJECT: ADDITION TO RESIDENCE FOR STACEY AND BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 DESIGN REFERENCES : FLORIDA BUILDING CODE 2004. ASCE 7 -02 MINIMUM DESIGN LOADS FOR BUILDINGS. ACI 318 -02 BUILDING CODE. MANUAL STEEL CONSTRUCTION, 9TH EDITION. NCMA CONCRETE MASONRY DESIGN SOFTWARE VERSION 3.1. CORESLAB STRUCTURES MANUAL. CRSI 1996 HANDBOOK. ACI 530 -02 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ACI 531.02 SPECIFICATIONS FOR MASONRY STRUCTURES. PCA SLAB COMPUTER PROGRAM, BEAM DESIGN. "PCA COL" COMPUTER PROGRAM, CONCRETE COLUMN DESIGN. DESIGN LOADS AMYL STRUCTURAL CALCULATIONS REV. 6 07 -10 -09 BDC PROJECT: AbbITION TO RESIDENCE FOR STACEY ANb BRIAN LEVY 1051 NE 93 STREET MIAMI, FL. 33138 DESIGN LOADS DEAD LOAD: Concrete Slab ...........100 PSF Mechanic, Electric, Ceiling............... ............ ...................5 PSF Partitions ........8 PSF Ceramic Tile Flooring ...........12 PSF TOTAL 125 PSF Terrace 72 PSF Balcony ............. .............................16 PSF LIVE LOAD: Hallway ..... .............................80 PSF Apartment................................................... .............................40 PSF Public Areas, Lobby. ........ .......................... ...... ...... .......100 PSF Balcony ........ .............................60 PSF ROOF LOAD: Concrete Slab .................100 PSF bead Load......... ...... ........... ............ ..........30 PSF Live Load 30 PSF pcaSlab v1.50 CO Portland Cement Association Licensed to: , License ID: C: \APROYECTOS \De Vivero \Residence Levi \Design \GB \GB -1.sib 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 pcaSlab v1.50 (TM) A Computer Program Analysis, Design, and Investigation of Reinforced Concrete Slab and Continuous Beam Systems Copyright CO 2000 -2005, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaSlab computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab program. Although PCA has endeavored to produce pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaSlab program. [1] INPUT ECHO General Information: 08 -11 -2009, 07:23:42 PM File name: C: \APROYECTOS \De Vivero \Residence Levi \Design \GB \GB -1.sib Project: Levy Residence Frame: GB -1,2 Engineer: RP Code: ACI 318 -02 Mode: Design Reinforcement Database: ASTM A615 Number of supports = 2 Floor System: One -Way /Beam Live load pattern ratio = 75% Deflections are based on cracked section properties. In negative moment regions, Ig and Mcr DO NOT include flange /slab contribution (if available) Compression reinforcement calculations NOT selected. Moment redistribution NOT selected. Effective flange width calculations selected. Rigid beam - column joint selected. Torsion analysis and design NOT selected. Material Properties: Slabs1Beams Columns we = 150 150 lb /ft3 f'c = 4 4 ksi Ec = 3834.3 3834.3 ksi fr = 0.47434 0.47434 ksi fy = 60 ksi, Bars are not epoxy- coated fyv = 60 ksi Es = 29000 ksi Reinforcement Database: Units: Db (in), Ab (in^2), Wb (lb/ft) Page 1 pcaSiab v1.50 0 Portland Cement Association Licensed to: , License ID: C: \APROYECTOS \De Vivero \Residence Levi \Design \GB \GB -1.sib Size Db Ab Wb Size Db Ab Wb 03 0.38 0.11 0.38 04 0.50 0.20 0.67 05 0.63 0.31 1.04 06 0.75 0.44 1.50 #7 0.88 0.60 2.04 #8 1.00 0.79 2.67 #9 1.13 1.00 3.40 010 1.27 1.27 4.30 011 1.41 1.56 5.31 #14 1.69 2.25 7.65 #18 2.26 4.00 13.60 Span Data: Slabs: L1, wL, wR (ft); t, bEff, Hmin (in) Span Loc L1 t wL wR bEff Hein 1 Int 16.830 0.00 1.000 1.000 24.00 0.00 2 Int 1.670 0.00 1.000 1.000 24.00 0.00 RC Ribs and Longitudinal Beams: b, h, Sp (in) Ribs Beams Span b h Sp b h Span_ Hmin 1 0.00 0.00 0.00 24.00 12.00 12.62 *b 2 0.00 0.00 0.00 24.00 12.00 2.50 NOTES: *b- Span depth is less than minimum. Support Data: Columns: cla, c2a, clb, c2b (in); Ha, Hb (ft) Supp cia c2a Ha clb c2b Hb Red% 1 0.00 0.00 0.000 12.00 12.00 8.670 0 2 0.00 0.00 0.000 12.00 12.00 8.670 0 Boundary Conditions: Kz (kip /in); Kry (kip -in /rad) Supp Spring Kz Spring Kry Far End A Far End B 1 0 0 Pinned Pinned 2 0 0 Pinned Pinned Load Data: Load Cases and Combinations: Case SELF Dead Live Type DEAD DEAD LIVE 01 1.400 1.400 0.000 02 1.200 1.200 1.600 U3 1.200 1.200 1.000 Span Loads: Span Case Wa La Wb Lb Line Loads - Wa 1 Wb (lb /ft), La 1 Lb (ft): 1 Dead 1822 9.83 1 Live 401 9.83 Point Forces - Wa (kip), La (ft): i Dead 2 0 1 Dead 2.3 6.33 2 Dead 1.5 1.67 1 Live 0.84 0 1 Live 1.3 6.33 2 Live 0.7 1.67 Support Loads - Fz (kip), My (k -ft): Supp Case Fz My 1 SELF 0 0 2 SELF 0 0 1 Dead 0 0 2 Dead 0 0 1 Live 0 0 2 Live 0 0 Support Displacements - Dz (in), Ry (rad): Supp Case Dz Ry 1 SELF 0 0 2 SELF 0 0 1 Dead 0 0 2 Dead 0 0 i Live 0 0 2 Live 0 0 1822 401 15 15 08 -11 -2009, 07:23:43 PM Page 2 pcaSlab v1.50 © Portland Cement Association Licensed to: , License ID: C: \APROYECTOS \De Vivero \Residence Levi \Design \GB \GB -1.slb Reinforcement Criteria: Top bars Bottom bars_ Stirrups_ Min Max Min Max Min Max Slabs and Ribs: Bar Size 16 18 #6 18 Bar spacing 1.00 18.00 1.00 18.00 in Reinf ratio 0.14 5.00 0.14 5.00 % Cover 1.50 1.50 in Beams: Bar Size 15 15 #5 15 13 13 Bar spacing 1.00 18.00 1.00 18.00 6.00 18.00 in Reinf ratio 0.35 5.00 0.35 5.00 % Cover 1.50 3.00 in Top bars have 12 in of concrete below them. ____■_ U11- 11 -2U09, U/:23:41 YM === ==== ====== ================ = ===== ===== = ===== ==== ==== ====== ===== ======a=ria ==== [2] DESIGN RESULTS Top Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 Left 2.00 0.00 0.500 0.856 4.416 9.986 0.000 3 - 15 Middle 2.00 0.00 8.415 0.000 4.416 0.000 0.000 - -- Right 2.00 0.00 16.330 0.856 4.416 9.986 0.000 3 - 05 2 Left 2.00 3.66 0.500 0.856 4.416 9.986 0.080 3 - 15 Middle 2.00 2.33 0.909 0.856 4.416 9.986 0.051 3 - 15 Right 2.00 1.23 1.261 0.856 4.416 9.986 0.027 3 - #5 Top Bar Details: Units: Length (ft) Left Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length 1 3 - #5 5.72 3 - #5 5.72 2 3 - 15 1.67 Bottom Reinforcement: Units: width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span width Mmax Xmax AsMin AsMax SpReq ApReq Bars 1 2.00 59.89 10.146 0.730 3.766 3.994 1.647 6 - 05 2 2.00 0.00 1.670 0.000 3.766 0.000 0.000 - -- Bottom Bar Details: Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length. 1 3 - 15 0.00 16.83 3 - 15 2.89 13.94 2 - -- - -- Flexural Capacity: Units: From, To (ft), As (in ^2), PhiMn (k -ft) Span From To AsTop AsBot PhiMn- PhiMn+ 1 0.000 0.500 0.93 0.93 -41.20 41.20 0.500 2.895 0.93 0.93 -41.20 41.20 2.895 3.944 0.93 0.93 -41.20 41.20 3.944 4.724 0.93 1.86 -41.20 79.55 4.724 5.724 0.00 1.86 0.00 79.55 5.724 6.040 0.00 1.86 0.00 79.55 6.040 8.415 0.00 1.86 0.00 79.55 8.415 10.789 0.00 1.86 0.00 79.55 10.789 11.106 0.00 1.86 0.00 79.55 11.106 12.106 0.00 1.86 0.00 79.55 12.106 16.330 0.93 1.86 -41.20 79.55 16.330 16.830 0.93 1.86 -41.20 79.55 Page 3 pcaSlab v1.50 © Portland Cement Association Licensed to: , License ID: C: \APROYECTOS \De Vivero \Residence Levi \Design \GB \GB -1.slb 2 0.000 0.500 0.93 0.00 -41.20 0.500 0.835 0.93 0.00 -41.20 0.835 0.909 0.93 0.00 -41.20 0.909 1.261 0.93 0.00 -41.20 1.261 1.670 0.93 0.00 -41.20 Longitudinal Beam Shear Reinforcement Required: 0.00 0.00 0.00 0.00 0.00 Units: d (in), Start, End, Xu (ft), PhiVc, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Vu Xu Av /s 1 8.69 19.78 1.224 3.279 9.12 1.224 0.0000 3.279 5.333 8.38 3.279 0.0000 5.333 7.388 7.64 5.333 0.0000 7.388 9.442 2.44 7.388 0.0000 9.442 11.497 4.13 11.497 0.0000 11.497 13.551 10.68 13.551 0.0200 13.551 15.606 15.51 15.606 0.0200 2 8.69 19.78 1.224 1.670 3.08 1.224 0.0000 Longitudinal Beam Shear Reinforcement Details: Units: spacing & distance (in). Span Size Stirrups (2 legs each unless otherwise noted) 1 #3 < -- 129.0 - -> 4. 14 8 4.2 2 #3 - -- None - -- Beam Shear Capacity: Units: d, Sp (in), Start, End, Xu (ft), PhiVc, PhiVn, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Av /s Sp PhiVn Vu Xu 1 8.69 19.78 0.000 0.750 9.89 9.56 0.000 0.750 11.497 9.89 9.12 1.224 11.497 16.080 0.0520 4.2 40.11 15.51 15.606 16.080 16.830 40.11 15.95 16.830 2 8.69 19.78 0.000 1.670 9.89 3.52 0.000 Slab Shear Capacity: Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu 1 - -- Not checked - -- 2 - -- Not checked - -- Maximum Deflections: ____________ ___ Units: Dz (in) Span Dz(DEAD) Dz(LIVE) Dz(TOTAL) 1 -0.267 -0.088 -0.356 2 0.088 0.028 0.115 Material Takeoff: _________________ Reinforcement in the Direction of Analysis Top Bars: 41.0 ib <=> 2.22 lb /ft <=> 1.109 lb /ft ^2 Bottom Bars: 96.3 1b <=> 5.20 ib /ft <=> 2.602 lb /ft ^2 Stirrups: 79.0 ib <=> 4.27 lb /ft <=> 2.134 lb /ft ^2 Total Steel: 216.3 lb <_> 11.69 lb /ft <_> 5.845 lb /ft ^2 Concrete: 37.0 ft ^3 <=> 2.00 ft ^3 /ft <=> 1.000 ft ^3 /ft ^2 [3] COLUMN .AXIAL FORCES AND MOMENTS Units: P (kip), M (k -ft) Supp Case /Patt P (axial) Mb[top] Ma[bottom] 1 SELF 2.50 0.00 -0.00 Dead 3.76 0.00 -0.00 Live /All 1.29 0.00 0.00 Live /Odd 1.02 0.00 0.00 Live /Even -0.05 0.00 0.00 08 -11 -2009, 0/:23:4S PM Page 4 pcaslab v1.50 O Portland Cement Association Licensed to: , License ID: C: \APROYECTOS \De Vivero \Residence Levi \Design \GB \GB -1.slb Live /S1 1.02 0.00 0.00 Live /S2 0.96 0.00 0.00 2 SELF 3.05 0.00 0.00 Dead 9.46 0.00 -0.00 Live /All 2.79 0.00 0.00 Live /Odd 1.51 0.00 0.00 Live /Even 0.58 0.00 -0.00 Live /S1 1.51 0.00 0.00 Live /S2 2.09 0.00 0.00 Sum SELF 5.55 0.00 0.00 Dead 13.22 0.00 -0.00 Live/All 4.07 0.00 0.00 Live /Odd 2.53 0.00 0.00 Live /Even 0.53 0.00 -0.00 Live /Si 2.53 0.00 0.00 Live /S2 3.05 0.00 0.00 pcaSiab v1.50. Licensed to:. License ID: File C:\APROYECTOStDe Viver Residence LewlDesigntGB\GB -1.slb Project Levy Residence Frame: GB-1,2 Engineer. RP (D.84 401 .7 CASE: Live 1822 1.5 CASE: Dead 300 300 CASE: SELF pcaSlab v1.50. Licensed to:. License ID: File: C:\APROYECTOS1De V verolResidence LevilDesign1G81GB -1.sib Project: Levy Residence Frame: GB-1.2 Engineer. RP Shear Diagram - kip 16.0 -16.0 -15.95 -60.0 60.0 59.89 LEGEND: — Envelope pca3iab v1.60. licensed to: . license ID: Files CAAPROVECTOS‘De Myero%Residence LevillesignnGB\GB -1.slb Project Levy Residence Frame: GB-1,2 Engineer. RP -i�. �.�..�_; `LLB_ i.! • 4 S .f • I :� ._ a I - 4 44 DESIGN SYSTEM FOR CONCRETE AND CLAY SONRY The National Concrete Masonry Association Brick industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Plot: Levy Residence Name: RP Topic: Masonry Pilaster Date: 07 -10-09 Page: Chkd: VF Working Stress Design of a Reinforced Concrete Masonry Shearwall Using the 2005 MSJC ASD Design Code Material and Construction Data 16 in. units, Partial grout, running bond Wall Weight = 109.1 psf Type S Masonry cement / Air- entrained PCL Mortar, Course Grout Masonry Density =116 pcf fm = 1500 psi (Specified) Em = 900fm = 1350000 psi Shear Wall Design Details Thickness = 15.63 in. Height =120 in. (10 ft) Length = 44 in. (3.667 ft) x = 7.813 in. Endzone Length: So = 8 in = 0.6667 ft (#5 Bars) Middlezone Grouted Cell Spacing: 16 in OC Middlezone Steel Spacing: 16 in OC (#5 Bars) This shear wail has an aspect ratio of 2.73 and may be a deep beam following the provisions of ACI 318. Ao = 630 sq.in. to = 8.663e +004 in4 Ro = 4.934 in. Location of Reinforcing Bars Bar Ri RCi As 1 40 18 0.31 2 24 2 0.31 3 20 -2 0.31 4 4 -18 0.31 The Specified Loads Acting P (k) M (k -in) V (k) Dead 1.3 0 0 Live 0 0 0 Soil 0 0 0 Fluid 0 0 0 Prjct: Levy Residence Topic: Masonry Pilaster Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association international Code Council Name: RP Date: 07 -10-09 Chkd: VF Wind 0 0 4.4 Seismic 0 0 0 Roof 0 0 0 Rain 0 0 0 Snow 0 0 0 Controlling Toad case for bending moment D + L + Lr + S + R + W Controlling x/H ratio for bending moment: 0 M = 526 kip -in (44 kip -ft) V = 4.4 kips P = 5.3007 kips Controlling bending moment capacity: 615.67 kip-in (51.31 kip -ft) Controlling Toad case for shearing force: D + L + Lr + S + R + W Controlling x/H ratio for shearing force: 0 M = 528 kip-in (44 kip -ft) V = 4.4 kips P = 5.3007 kips The following design calculations are for the section with controlling bending moment Section Design Forces Used V = 4.4 kips (Computed from Loads) M = 528 kip -in (Computed from Loads) P = 5.301 kips (Computed from Loads) Computed Design Values Note: 1/3 stress increase was used Wall Flexural Design Data Maximum P = 257 kips (MSJC 2.3.3.2) M = 615.7 kip -in (51.31 kip -ft) for Design P Wail Shear Design Data fv = 0.00704 ksi (MSJC 2.3.5.2.1) MNd =628/(4.4 *40) =3 Fv = 0.04667 ksi without reinforcement (MSJC 2.3.5.2.2) Fv = 0.07746 ksi with reinforcement (MSJC 2.3.5.2.3) Prjct Levy Residence Topic: Masonry Pilaster Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: RP Date: 07 -10 -09 Chkd: VF Development and Splice Lengths for EndZone Longitudinal Reinforcement K= 3.1250 in. Required Development Length: Id = 25.17 in. Required Lap Splice Length: = 25.17 in. Development and Splice Lengths for MidZone Longitudinal Reinforcement K = 3.1250 in. Required Development Length: ld = 25.17 in. Required Lap Splice Length: = 25.17 in. Some odes may require epoxy - coated reinforcement to have longer development and splice lengths. Prjct: Levy Residence Topic: Masonry Pilaster Page: DESIGN SYSTEM FOR CONCRETE AND CLAY SONRY The Nat onai Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: RP Date: 07 -10-09 Chkd: VF Reinforced Using CMU fm = H = 1201n. Axial 300 270 240 210 180 150 120 90 60 30 Masonry Shear Wall Interaction Diagram the 2005 MSJC ASD Design Code Critical Sections Forces Size = 16 in. ® Load combinations w/o stress increase 1500 psi • Load combinations with stress increase (10 ft) Compression, P (kips) USE FOR PRELIMINARY DESIGN ONLY. J ''-y y J , � J ��� i ' I L J , r L J F , I r , , L J I _ L J - _ - -_y- r `-._, L J F , L J L J r , r , r , L -` L J r ,__.__ r , L „ r L J -_ -30 -60 -900 , -- 1 , , r r -, I r r 10 20 30 40 50 60 70 80 90 100 bip hal Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. ..0C.9-2"11(P BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING _ R • _FIN Owner's Name (Fee Sim • le Ttleholdeer) 1, IL. is ft City !, ]' i, r state Tenant/Lessee Name Email 1003rm MAR 3 0 2010 Vi BY: Master Permit No. Phone # qM- 1o51 Zip Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail 4Pci Owkor Flood Zone Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Addition YYA _ ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 'tJl v V 1d S S Submittal Fee $ Permit Fee $ Notary $ Scanning $ Double Fee $ Oc) CCF $ CO /CC $ Training/Education Fee $ Radon $ DPBR $ Violation date: Structural Review. $ 1 - i° s 1'2.O g f Technology Fee $ Bond $ Total Fee Now Due $ 1 La 4. ' OQ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued: In the absence of such posted notice, the inspection will not . e approved and p reinspection fee will be charged. Signa Owne or Agent The foreg s g i trument was ac wledged befo day o , 20) 0, by who is pprsonall kn r who has p oduced As identification and who did take an oath. NOT PUBLIC: Sign: Print: My Commission Expires: A,§°07 efkce $ 9 At; 41P e 444 tIkka ei B 3e8e4e de3e3e�Y8e3roY�r�Y9r9r*** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY '713A°' ` i°' S /Zj lea Plans Examiner Zoning SFOZW6 Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) SIgtO COP-e (o NEm T� ALBd Permit No:1 09- .2/$ Job Name ,2010 Miami Shores Viiiage Building Department Building Critique Sheet 4. lr 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 A -Lr l � Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 • IVliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. a 6 Job Name L. a v, Date 414//0 STRUCTURAL CRITIQUE SHEET s'hop obs4wi'elq4 are ir qipprevcd b l ,t /E 8Peecord suivi-nr /i-al r'r I - Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package ORLANDO M. FORTUN. CONSULTING ENGINEERS, P.A. CIVIL /STRUCTURAL P.E.- 22249 - EB- 00512 7220 S.W. 39Th.TERRACE MIAMI,FL. 33155 PHONE (305) 262 -6225 FAX (305) 262 -2014 Project Name: STACEY AND BRIAN LEVY # 8 -10 -09 1051 N.E. 93 STREET MIAMI,FLORIDA,FLORIDA Building Authority: MIAMI,FLORIDA,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004 /TPI2002 /ASCE7 -02 Software Used: MiTek @20/20 2000 Ver.6.4 Project Engineer of Record: G GINE+ CIVIL / STRUCTURAL P.E. 22249 TEL - (305) 2 25 F 30) 62 -2014 OCT 0 82009 ROYAL TRUSS CORP. 9550 NW 79 AVE #5 • HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 r To: STACY AND BRIAN LEVY 1051 N.E. 93 STREET MIAMI, FLORIDA. Reaction Summary Job Number: Page: 1 Date: 10-08 -2009 - 8:44:50 AM Project ID: 8- 10-09A Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number. Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 1 CJ1 8 lbs. each 1 - 8 - 7 ROOF TRUSS 0 -10 -1 1.77 0.00 Joint2 1459 lbs. -787 lbs. MOM mil' 1 CJ10 52 Ibs. each 10 - 11 - 7 ROOF TRUSS 2 - 2 - 11 1.77 0.00 Joint 2 Joint 11 Joint 9 295 Ibs. 752 lbs. 803 Ibs. -484 lbs. -328 Ibs. -459 lbs. - - - _ _- n 3 CJ4 16 lbs. each 4 -1 - 7 ROOF TRUSS 1 -2 -9 1.77 0.00 Joint2 Joint6 324 lbs. 86 lbs. -521 lbs. C- - . • __ " _ I 2 CJ5 20 Ibs. each 5 - 8 - 2 ROOF TRUSS 1- 5- 2 1.77 0.00 Joint 2 Joint 6 368 Ibs. 237 lbs. -520 lbs. -71 lbs. 1 CJ7 271bs. each 7 - 5 - 11 ROOF TRUSS 1- 8- 8 1.77 0.00 Joint 2 Joint 8 Joint 7 320 Ibs. 382 lbs. 255 lbs. - 5161bs. -102 lbs. - 1721bs. I - _- ■ _ I 1 CJ7A 29 lbs. each 7 - 5 - 0 ROOF TRUSS 11-.977- 12 0.00 Joint 1 Joint 6 241 Ibs. 5241bs. -122 Ibs. -303 lbs. ■ u _ _ 3 CJ9 41 Ibs. each 9 - 9 - 5 ROOF TRUSS 2- 0- 9 1.77 0.00 Joint 2 Joint 7 645 Ibs. 866 Ibs. -633 Ibs. -457 lbs. I �I- 1 HI 85 lbs. each 20 - 1 - 0 ROOF TRUSS 2 -5 -10 2.50 0.00 Joint2 Joint? 1225 lbs. 1225 Ibs. -849 Ibs. 849 lbs. - 1 112 91 Ibs. each 20 - 1 - 0 ROOF TRUSS 2 -7 -11 2.50 0.00 Joint2 Joint? 1242 lbs. 1071 lbs. -874 Ibs. -581 lbs. -I�Ii 1 113 96 lbs. each 22 - 8 - 0 ROOF TRUSS 2 - 5 -10 2.50 0.00 Joint l Joint 6 1222 lbs. 1392 lbs. -654 lbs. -959 lbs. !' I ■I► _ 1 H3A 94 lbs. each 22 - 8 - 0 ROOF TRUSS 2 - 2 - 12 2.50 0.00 Joint 1 Joint 6 1228 lbs. 1228 Ibs. - 6621bs. - 6651bs. �'�� ll l 1 114 99 lbs. each 22 - 8 - 0 ROOF TRUSS 2- 10- 10 2.50 0.00 Joint 1 Joint? 1222 lbs. 1392 Ibs. -637 lbs. -945 Ibs. il� 1 H4A 98 lbs. each 22 - 8 - 0 ROOF TRUSS 2 -7 -12 2.50 0.00 Jointl Joint? 1228 lbs. 1228 lbs. -648 Ibs. -649 lbs. I 115 92 Ibs. each 22 - 8 - 0 i ROOF TRUSS 1 - 9 - 12 230 0.00 Joint 1 Joint 6 1228 lbs. 1228 Ibs. -677 lbs. -682 lbs. 1 --"•111r \ 2 (1) 2 -Ply 11G1 89 lbs. each 20 - 1 - 0 ROOF TRUSS 2- 0- 10 2.50 0.00 Joint 2 Joint 8 2290 Ibs. 2290 lbs. , -1406 Ibs. -1406 Ibs. ..,.-l6-W. lMIlI■ 2 (1) 2 -Ply 11G2 93 Ibs. each 20 - 1 - 0 ROOF TRUSS 2- 2- 11 2.50 0.00 Joint 2 Joint 8 1797 lbs. 1797 Ibs. - 12181bs. -10441bs. I\ I/ ti 2 (1) 2 -Ply 11G3 99 lbs. each 22 - 8 - 0 ROOF TRUSS 2 - 0 - 10 2.50 0.00 1 -2 10 2.50�V 0.00 Joint 1 Joint 7 49 ih � � l` - -1 351bs. 1 till! - > , 1v I Ira .1 ` N� I Il /,If. I. t ICI 11 �� . 61911 '� `P= . NG NEEDS. FA , ,raj;;, 387 s. L / STRUCTURAL 1 HG4 38 Ibs. each 9 - 4 - 8 ROOF TRUSS s � 11111 29 Ibs. each 7 -10 - 0 ROOF TRUSS ROOF TRUSS 1 -11 -6 2.50 0.00 1 - 2 -10` 2.50 0.00 :; Join -mt;.. +✓ as `501, �- 37j¢ sj ,W }p1ERlZ MIAMI; FLA, 55155 i�`•5 ?' 11181-#505)°2+ FAX 3 55 - (OS) 2A2-201A- Tnint 7 Thy H2 11H2 40 lbs. each 9 - 5 - 4 764 Ibs. 582 Ibs. -668 lbs. -350 lbs. !� = t ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 , f To: STACY AND BRIAN LEVY 1051 N.E. 93 STREET MIAMI, FLORIDA. Reaction Summary Job Number: Page: 2 Date: 10-08 -2009 - 8:44:51 AM Project ID: 8- 10 -09A Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 1 11113 60 lbs. each 14 - 0 - 0 ROOF TRUSS 1- 5- 7 2.50 0.00 Joint 2 Joint 6 911 lbs. 733 Ibs. - 7261bs. - 4301bs. 1 11114 57 lbs. each 14 - 0 - 0 ROOF TRUSS 1- 7- 9 2.50 0.00 Joint 1 Joint 5 743 lbs. 743 Ibs. 409 lbs. -446 lbs. - � .1 1- f 1 11115 60 lbs. each 14 - 0 - 0 ROOF TRUSS 2- 0- 9 2.50 0.00 Joint t Joint 5 743 lbs. 743 Ibs. -397 lbs. -441 lbs. �� 1 11116 61 lbs. each 14 - 0 - 0 ROOF TRUSS 2- 5- 9 2.50 0.00 Joint l Joint 5 743 Ibs. 743 lbs. -387 Ibs. .436 Ibs. % 20 J1 3 Ibs. each 1 - 0 - 0 ROOF TRUSS 0 - 9 - 10 2.50 0.00 Joint 2 Joint 3 402 Ibs. 385 lbs. -719 lbs. -188 lbs. rr [.- _' 1 J1A 3 lbs. each 1 - 0 - 0 ROOF TRUSS 0 - 9 -10 2.50 0.00 Joint 2 Joint 3 395 lbs. 369 lbs. -706 lbs. -179 Ibs. -- '' • 1 J1B 4 lbs. each 1 - 4 - 0 ROOF TRUSS 0 -11 -12 2.50 0.00 Joint 4 Joint 2 Joint 3 63 lbs. 52 lbs. 11 lbs. -40 lbs. -42 lbs. 5 J2 26 lbs. each 7 - 10 - 0 ROOF TRUSS 2- 2- 11 2.50 0.00 Joint 2 Joint 6 Joint 5 Joint 4 295 lbs. 463 Ibs. 36 lbs. 170 lbs. .409 lbs. -206 lbs. 151 Ibs. ■ • �� 10 J2X 61bs. each 2 - 1 - 0 ROOF TRUSS 0- 9- 9 2.50 0.00 Joint 2 Joint 3 194 lbs. 19 Ibs. 436 lbs. //' • 17 J3 11 lbs. each 3 - 0 - 0 ROOF TRUSS 1 - 2 - 10 2.50 0.00 Joint 2 Joint 3 Joint 4 350 Ibs. 58 lbs. 25 lbs. -462 lbs. -1 Ibs. - • --- • 2 J3A 11 Ibs. each 3 - 0 - 0 ROOF TRUSS 1- 2- 10 2.50 0.00 Joint 2 Joint 3 Joint 4 351 lbs. 58 lbs. 25 lbs. -462 Ibs. -1 Ibs. II �J LJ • J3B 11 Ibs. each 3 - 0 - 0 ROOF TRUSS 1- 2 -10 2.50 . 0.00 Joint 2 Joint 3 Joint 4 350 lbs. 58 lbs. 25 lbs. -462 lbs. -1 lbs. i • 1 J3C 12 lbs. each 3 - 4 - 0 ROOF TRUSS 1- 4 -12 2.50 0.00 Joint 1 Joint 3 Joint 4 175 lbs. 1431bs. 31 lbs. -89 lbs. 135 Ibs. I 1 J4 21 Ibs. each 5 - 4 - 8 2X4/2X6 ROOF TRUSS 1- 5- 11 2.50 0.00 Joint 1 Joint 3 1110 lbs. 11101bs. -607 Ibs. -626 Ibs. J • 9 J5 17 lbs. each 5 - 0 - 0 ROOF TRUSS 1- 7- 10 2.50 0.00 Joint 2 Joint 3 Joint 4 436 lbs. 172 lbs. 45 lbs. -479 lbs. -125 lbs. • 1 2 J5A 17 lbs. each 5 - 0 - 0 ROOF TRUSS 1- 7- 10 2.50 0.00 Joint 2 Joint 6 Joint 4 Joint 5 347 Ibs. 237 lbs. 61 lbs. 7 Ibs. , . - 4621bs. - 451bs. - 78ibs. me • 1 JSB 20 lbs. each 5 - 0 - 0 2X4/2X6 MONO TRUSS 1 - 4 - 12 2.50 0.00 Joint 1 Joint 3 97 56 „�-� +1'c� r � 'a n ' • 4 J5C 17 lbs. each 5 - 0 - 0 ROOF TRUSS 1 -7 -]0 2.50 0.00 Jo 43 -4 33.(i) Joy c bs. (, 45 . . ML/- ENGINEERS, P,�, �w lbs. 1, , / , . ii in l 1 J6 3 lbs. each 1 - 3 - 8 ROOF TRUSS 0 -7 -8 2.50 0.00 2 -0 -10 2.50 0.00 Jot -3 rJo 2 ��� '' °725902-611 t 7ERR MIAMI, \ 1 s. 226 FAX - (3. OM 2822014 . 12 J7 231bs. each 7 - 0 - 0 ROOF TRUSS Joint 2 Jomta Jetir4 537 Ibs. 272 lbs. 65 lbs. -518 lbs. -215 lbs. nPT it 0*Jnnn -G---- VV1 V ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 , To: STACY AND BRIAN LEVY 1051 N.E. 93 STREET MIAMI, FLORIDA. Reaction Summary Job Number: Page: 3 Date: 10 -08 -2009 - 8:44:51 AM Project ID: 8- 10-09A Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: • i 1 J7A 23 Ibs. each 7 - 0 - 0 ROOF TRUSS 2- 0- 10 2.50 0.00 Joint 2 Joint 6 Joint 4 Joint 5 318 Ibs. 386 lbs. 140 Ibs. 29 Ibs. - 4291bs. - 1581bs. - 1281bs. 2 (1) 2 -Ply T1 103 lbs. each 20 - 4 - 0 2X4/2X6 ROOF TRUSS 2 - 1 - 10 2.50 0.00 Joint 1 Joint 10 Joint 8 4737 lbs. 9221 lbs. 1382 lbs. -2602 lbs. -5104 Ibs. -2991 lbs. - -- T10 1571bs. each 30 - 7 - 4 ROOF TRUSS 3 - 8 - 7 2.50 0.00 Joint 2 Joint 11 18141bs. 16471bs. -1170 Ibs. -950 lbs. II 2 T11 143 lbs. each 30 - 7 - 4 ROOF TRUSS 3- 8- 7 2.50 0.00 Joint 2 Joint 9 1814 lbs. 1647 lbs. -1166 lbs. -939 lbs. - _° 4 (2) 2 -Ply T12 166 lbs. each 30 - 7 - 4 2X4/2X6 ROOF TRUSS 3- 8- 7 2.50 0.00 Joint 2 Joint 10 23371bs. 1910 lbs. -1684 Ibs. -1179 lbs. 1I101∎41 it 1 T2 80 lbs. each 20 - 1 - 0 ROOF TRUSS 2- 8- 4 2.50 0.00 Joint 2 Joint 6 1225 Ibs. 1225 lbs. 441 lbs. -841 Ibs. G __ �. / \ 5 T2A 78 lbs. each 20 - 1 - 0 ROOF TRUSS 2- 8- 4 2.50 0.00 Joint 2 Joint 6 1242 lbs. 1071 lbs. -860 lbs. -548 lbs. =�� (1) 2 -Ply T3 69 lbs. each 14 - 9 - 8 2X4/2X6 COMMON TRS 2- 1- 10 2.50 0.00 Joint 2 Joint 6 4293 lbs. 512516s -2409 Ibs. -2540 lbs. i_ T4 50 lbs. each 14 - 9 - 8 ROOF TRUSS 2 - 1 - 10 2.50 0.00 Joint 2 Joint 4 934 lbs. 934 lbs. -6698 lbs. -698 Ibs. = - - "'•• T4A 48 lbs. each 14 - 9 - 8 ROOF TRUSS 2 - 1 - 10 2.50 0.00 Joint 2 Joint 4 944 lbs. 767 lbs. -716 Ibs. -394 Ibs. 2 T4B 48 lbs. each 14 - 9 - 8 ROOF TRUSS 2 - 1 - 10 2.50 0.00 Joint 2 Joint 4 954 lbs. 777 lbs. -721 lbs. -400 lbs. il►��I���GIti 3 (I) 3 -Ply T5 182 lbs. each 30 - 1 - 4 2X6/2X6 ROOF TRUSS 3 - 3 - 4 2.50 0.00 Joint 20 Joint 17 Joint 16 Joint 10 1243 lbs. 15561 Ibs. 2955 lbs. 896 lbs. -473 lbs. -7526 Ibs. -1219 lbs. -328 lbs. 2 (1) 2 -Ply T6 113 lbs. each 22 - 8 - 0 ROOF TRUSS 2 - 7 - 10 2.50 0.00 Joint 14 Joint 8 2352 lbs. 1719 lbs. -1372 lbs. -990 lbs. A0 � '-'---- ' -� .... � ' ---'t--- ' � T 1 T7 91 lbs. each 22 - 8 - 0 ROOF TRUSS 2 - 10 -11 2.50 0.00 Joint 1 Joint 6 1228 lbs. 1228 lbs. -639 lbs. - 639 lbs. .. _ 1 T7A 91 lbs. each 22 - 8 - 0 ROOF TRUSS 2 -10 -11 2.50 0.00 Jointl Joint =- 1228 lbs. 1228 lbs. -639 lbs. -639 lbs. `_ 1 2 T8 33 lbs. each 9 - 4 - 8 ROOF TRUSS 1 -6 -13 2.50 0.00 Joint2 Joint 636 lbs. 636 Ibs, - 5531bs. - 553 lbs. . ,. 4 (2) 2 -Ply T9 144 lbs. each 29 -10 - 0 ROOF TRUSS 3 - 8 - 7 2.50 0.00 1 -1 -12 2.50 0.00 r2 J.,..I 11 ., . ..t �; 1 ` 331 l w0, 1 � Ca �, t�1© m '�®LP� tali n 7 s. , moat '� oim5 ^' \ -' ^�UrrRm. 3771bs. y4y� / 205 lbs. / -981bs 1 V10 241bs. each 10 - 1 - 0 12 - 10 - 0 ROOF TRUSS 1 V12 371bs. each ROOF TRUSS 0 -10 -3 2.50 0.00 iou} , 'Joint i22 ' a�,;idrwMl,FLA, K. 38S1�s. ( y °1' (°) 282 2x14 J 1 1 V14 49 Ibs. each 14 - 10 - 0 ROOF TRUSS 1- 8- 3 2.50 0.00 Joint 1 Joint 10 Joint 9 0111 0 r 1 i 212 Ibs. 167 Ibs. 377 Ibs. 1 -100 Ibs. -85 lbs. -231 Ibs. -135 Ibs. -63 lbs. !I111111IM=III ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305 -822- 0020/21 Fax: 305-822-0029 To: STACY AND BRIAN LEVY 1051 N.E. 93 STREET MIAMI, FLORIDA. Reaction Summary Job Number: Page: 4 Date: 10 -08 -2009 - 8:44:51 AM Project ID: 8- 10-09A Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer. Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 4 V2 3 lbs. each 2 - 0 - 0 ROOF TRUSS 0 -5-0 2.50 0.00 Joint Joint 2 57 57 Ibbs. . 57 lbs. -46 lbs. -51 lbs. � _ 4 V4 10 lbs. each 4-0-0 ROOF TRUSS 0 -10 - 0 2.50 0.00 Joint 1 Joint 3 134 lbs. 134 Ibs. -75 lbs. -84 lbs. 7_ 2 V4B 6 Ibs. each 4 - 0 - 0 ROOF TRUSS 0- 5- 0 2.50 0.00 Joint 1 Joint 2 Joint 3 57 Ibs. 115 lbs. 57 lbs. -51 Ibs. -92 lbs. -51 Ibs. I 1 V6 16 lbs. each 8 - 0 - 0 COMMON 0- 10 - 0 2.50 0.00 Joint 1 Joint 4 Joint 3 138 Ibs. 258 Ibs. 101 Ibs. 89 lbs. -132 lbs. -71 Ibs. - V6A 16 Ibs. each 6 - 1 - 12 ROOF TRUSS 0 - 10 - 0 2.50 0.00 Joint 1 Joint 3 260 Ibs. 260 lbs. -152 lbs. -152 Ibs. 1 V8 18 lbs. each 8 - 1 - 0 ROOF TRUSS 1 -1 -12 2.50 0.00 Joint 1 Joint 5 Joint 4 223 lbs. 355 lbs. 0 lbs. -134 Ibs. -99 lbs. -70 Ibs. _-- — 1 V8A 23 lbs. each 8 - 1 - 12 ROOF TRUSS 1- 3- 0 2.50 0.00 Joint 1 Joint 5 Joint 4 234 lbs. 397 lbs. 94 lbs. -140 Ibs. -198 lbs. -74 lbs. 't OPU an d o_�m e �©illu CON', : ER9 �. Y 7220 S.W. h TERR MIAMI, FLA, 33155 ; TEL - (305) 262 -6 �F¢X `} l.l - O�LYIJ.7-2094, . Job 8- 10-09A Truss CJ1 Truss Type ROOF TRUSS Qty 1 Ply 1 LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1 -10-10 1 -10-10 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:59:68 2009 Page 1 1.77 IV 1-9-2 1-9-2 3 Scale =1:6.4 3x4 = 1-9-2 1-9-2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004ITP12002 CSI TC 0.74 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Vert(LL) -0.07 4 >268 Vert(TL) -0.07 4 >277 Horz(TL) 0.00 3 n/a Ltd 240 240 n/a PLATES GRIP MT20 244/190 Weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1-9 -2 oc BOT CHORD 2 X 4 SYP No.2ND puffins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 2 =313/0 -11-5, 3 =-66 /Mechanical Max Horz 2 =30(LC 2) Max Uplift2 = -537(LC 2), 3 = -66(LC 1) Max Gray 2 =313(LC 1), 3 =173(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/9, 2- 3= -32/45 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 537 Ib uplift at joint 2 and 66 Ib uplift at joint 3. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -2 =-90 Trapezoidal Loads (pif) Vert: 2 =- 3(F=43, B=43)-to-3=-64(F=13, B =13), 2 = -0(F =10, B=10)-to-4=-14(F=3, B ®rtsDaucdlo RM. '?OO P 6� CONSULTING ENGINEERS, PA CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 35155 TEL - (305) 262 -6225 FAX - (305) 2622014 OCT 0 82009 Job 8 -10 -09A Truss CJ10 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:16 2009 -2-0-1 6-17 10-11-7 Page 1 I I I 2-0-1 6-1 -7 4-10.0 Scale =1:22.7 2x4 11 1.77 IV 6 7 3x4= 6 ■ el 4x5 = 4 _ 7 _ ill 12 �l ■sil s, • 3x4 = �� 3x4 = 3x4 �--. T.1 2x4 0 4x6 = 3x4 = 1-4-4 r-9-1i 4-5-0 7-6-7 10-11-7 ' I ' I 1-4-4 0-5-11 2 -7 -2 3-1-8 3-5-0 Plate Offsets (X,Y) [2:0- 10 -0,0 -1-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udeti Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.97 Vert(LL) -0.02 10 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.31 Vert(TL) -0.04 9 -10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 53 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -10-4 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. SLIDER Left 2 X 4 SYP No.3 2-3 -13 REACTIONS (Ib /size) 2=295/0-11-5, 11=762/0-11-5, 9= 803 /Mechanical Max Horz 2=222(LC 2) Max Uplift2= 483(LC 2), 11=-327(LC 2), 9 =- 459(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -12 =0/18, 2 -12 =0/18, 2-3 =- 162/49, 3-4=- 160183, 4-5 =- 1007/477, 6-6 =- 53/34, 6- 7 = -7/0 BOT CHORD 2- 11=- 66/2,10 -11 =46/2, 9- 10= 400/972, 8 -9 =0/0 WEBS 4- 11 =- 666/373, 5- 10=- 128/220, 6-0 =- 1033/637, 4 -10 =- 617/1066, 6- 9 = -360/278 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0pst Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 Ib uplift at joint 2, 327 Ib uplift at joint 11 and 459 Ib uplift at joint 9. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 =y. ©O IT l a n d QO um 'IfQ Lpt (J JT ) Uniform Loads (plf) CONSULTING ENGINEERS P., Vert 1 -12 = 40 xx CIVIL / STRUCTURAL �t;. Trapezoidal Loads (pif) P.E. 22249 Vert: 12 =0(F=45, B=45)-to-6=-243(F=-77, B = -77), 6=- 183(F = -77, B =- 77)to -7 = -1 f, -80) 2 = -2(F =9 o=- 55(F = -18, B = -18) B =9) t- 8 '7220 SW. 39th TERR MIAMI, FLA, 33155 , '' TEL - (306) 262 -6225 FAX - (306) 262 -20144 OCT 0 82009 Job 8 -10 -09A Truss CJ4 Truss Type ROOF TRUSS Qty 3 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -2-0-1 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:16 2009 Page 1 4-1 -7 2-0-1 1.77 12 4-1 -7 Scale = 1:10.6 2x4 l 3 4 1 3x4 = 4-1 -7 2x4 11 4-1 -7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.98 BC 0.04 1NB 0.01 (Matrix) DEFL in (loc) Udefi LJd Vert(LL) 0.00 2 -*-- 240 Vert(TL) -0.01 2-6 >999 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -10-4 oc BOT CHORD 2 X 4 SYP No.2ND puffins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 2 =325/0 -11-5, 6 =87 /Mechanical Max Horz 2 =67(LC 2) Max Uplift2 =- 521(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -7 =0/18, 2 -7 =0/18, 2-3= -23/4, 3 -4 -1/0 BOT CHORD 2- 6=0/0, 6 -6 =0/0 WEBS 3-6= -56/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 Ib uplift at joint 2. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-90 Trapezoidal Loads (pif) Vert: 7 =0(F=45, B=45)-to -3=- 89(F =0, B =0), 3 =- 29(F =0, B =0)-to- @- 36(F = -3, B =3), 2 =; B=9)-to-5=-21(F=-1, B = -1) o 0h511ndlo gm. for tun CONSULTING ENGINEERS, RA, CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FL.A, 35150. TEL - (305) 262 -6225 FAX - (305) 202 -2.014 OCT 0 82009 Job 8 -10 -09A Truss CJ5 Truss Type ROOF TRUSS Qty 2 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:17 2009 Page 1 -2-0-1 2-0-1 3-6-13 3-6-13 1.77 Fir 6.8-2 2-24 3 Scale = 1:13.1 2x41 3x4 = 34-13 3-5-13 1 2x4 p 6-8-2 2 -24 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.97 BC 0.10 WB 0.03 (Matrix) DEFL in (Ioc) Udefl Vert(LL) 0.00 2 ***" Vert(TL) -0.04 24 >999 Horz(TL) 0.00 n/a Lid 240 240 n/a PLATES GRIP MT20 244/190 Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2 =369/0 -11-5, 6= 237/0 -11-5 Max Horz 2 =90(LC 2) Max Upiift2 =- 519(LC 2), 6 = -70(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -7 =0/18, 2 -7 =0/18, 2-3 =- 27/18, 3-4 =-3/0 BOT CHORD 2- 6=0/0, 54=0/0 WEBS 3-6=- 182/98 Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 519 Ib uplift at joint 2 and 70 Ib uplift at joint 6. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -7 =-90 Trapezoidal Loads (plf) Vert: 7 =0(F=45, B=45)to- 3 =- 121(F = -16, B = -16), 3 =- 61(F = -16, B=-16)-to-4=-68(F=- B=9)to- =- 28(F =-4, B = -4) OO riles n d0 onm f ©il to - 2(F =9, CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009E Job 8 -10 -09A Truss CJ7 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:17 2009 Page 1 -2-0-1 2-0-1 4-4-9 4-4-9 1.77 Fir 7-5-11 3-1-2 Scale = 1:16.5 4 2x4 11 3x4 = 4-5-0 4-5-0 2x4 11 0-1-0 2x4 II 7-5-11 2-11-11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.97 BC 0.06 WB 0.06 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.00 8 Vert(TL) -0.01 2-8 >999 Horz(TL) 0.00 n/a Lid 240 240 n/a PLATES GRIP MT20 244/190 Weight: 28 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 320/0 -11-5, 7= 255/0 .3 -8, 8= 383/0 -8-0 Max Horz 2= 128(LC 2) Max Upiift2 =- 516(LC 2), 7=- 171(LC 2), 8=- 102(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 12 =0/18, 2-9=0/18, 2- 3=- 61/18, 34=- 34/20, 4.5 =4/0 BOT CHORD 2- 8 =0/0, 7- 8 =0/0, 6 -7 =0/0 WEBS 4-7=-210/194, 3-8 =- 295/145 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3 -104 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3-second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 Ib uplift at joint 2,171 Ib uplift at joint 7 and 102 Ib uplift at joint 8. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -9 =-90 Trapezoidal Loads (pif) Vert: 9 =0(F =45, B=45)-to-4=-165(F=-37, B =-37), 4=- 105(F =-37, B=-37)-to-5=-111(F=4 B =9)to- 6=- 38(F =-0, B =-9) 04 Endo e UortUE% CONSULTING ENGINEERS, PAL CIVIL / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss CJ7A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:17 2009 Page 1 3-8-8 7-5-0 34-8 34-8 Scale = 1:12.9 2x4 11 1.77 12 3 4 2 ■ 1 _ 3x4 3x4 , � \ 4x6 11 2x4 11 3-8-8 7-5.0 ( 343-8 3-8-8 Plate Offsets (X,Y) [1:0 -2 4,0 -5-51 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.57 Vert(LL) 0.00 1 ---- 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.23 1-6 >384 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND puriins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. SLIDER Left 2 X 4 SYP No.3 3 -7 -7 REACTIONS (Ib /size) 1 =242/0 -8 -0, 6= 524/Mechanical Max Horz 1 =98(LC 2) Max Uplift1 =- 122(LC 2), 6=- 303(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-58/0, 2-3=49/41, 3. 4=-4/0 BOT CHORD 1- 6=0/0, 5 -6 =0/0 WEBS 3- 6= -026/352 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint 1 and 303 Ib uplift at joint 6. 5) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F7 or harlL(B), LOAD CASE(S) Standard © P 0 a r d© um ffo rt u n 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 + CONSULTING ENGINEERS, P.A. Trapezoidal Loads (plf) CIVIL / STRUCTURAL Vert: 1 =0(F=45, B=45)-to-3=-164(F=-37, B =37), 3 =- 104(F =37, B=-37)-to-4=-110(F , $ ' 1= 0(F =10, P.E. 22249 B =10)to- 5 =38(F =-9, B =-9) 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262-6225 FAX - (305) 262-2014 OCT 0 82009 Job 8 -10 -09A Truss CJ9 Truss Type ROOF TRUSS Qty 3 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:17 2009 Page 1 -2-0-1 684 9-0-6 2-0-1 6-64 1.77 •2 4-2 -16 Scale = 1:20.6 2x4 p 4 3x5 = 644 2x4 p 9-98 4x5 = 544 4-2 -16 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004ITPI2002 CSI TC 0.97 BC 0.55 WB 0.56 (Matrix) DEFL in (loc) Udefl Vert(LL) 0.09 7-8 >999 Vert(TL) -0.18 7-8 >634 Horz(TL) 0.03 7 n/a Ud 240 240 n/a PLATES GRIP MT20 244/190 Weight: 41 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 645/0 -11-5, 7 =866 /Mechanical Max Horz 2 =188(LC 2) Max Uplift2 =- 632(LC 2), 7= .56(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-9 =0/18, 2-0 =0/18, 2- 3=- 1772/665, 3-4=- 57/37, 4 -5 =4/0 BOT CHORD 2-8=- 779/1728, 7-8 =- 779/1728, 6 -7 =0/0 WEBS 3- 8= 0/149, 3 -7 =- 1767/797, 4-7 =- 387/309 Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -11 -13 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 Ib uplift at joint 2 and 456 Ib uplift at joint 7. 5) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-90 Trapezoidal Loads (plf) Vert: 9 =0(F=45, B= 45) -to-0=- 217(F =-03, B =-63), 4=- 157(F =-63, B = -63) -to-5= -163 B =9)- to- 6=- 50(F = -15, B = -15) OO PD1Cn1 l0 LYU" 11 A if ©(Faun CONSULTING ENGINEERS, P.A, CIVIL / STRUCTURAL ), 2=-2(F=9, P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT Job 8 -10 -09A Truss H1 Truss Type ROOF TRUSS Qty 1 PIy 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:18 2009 Page 1 -1-0-0 6-0-12 9-0-0 11 -1-0 15-0-4 20-1-0 21$0 I I , I I 1 1-5-0 5-0-12 3 -11-4 2 -1-0 3 -11-4 5 -0-12 1-5-0 Scale = 1:39.6 2.60 PT 4x6 = 5x12 = 4 6 is .- 2x4 3 2x4 6 N N IV- N 2 N 6 `t = Y Fr_ = 11 10 9 3x8 3x8 = 4x5 =3x5 = 3x8 = 9-0-0 11 -1-0 20-1-0 I I I I 9-0-0 2 -1-0 9-0-0 Plate Offsets (X,Y) [5:04 -0,0 -2 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.65 Vert(LL) 0.29 9 -11 >795 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.74 Vert(TL) -0.61 7-9 >382 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -11 -10 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -7-9 oc bracing. REACTIONS (Ib /size) 2 =1225/0 -0 -0, 7= 1225/0 -8-0 Max Uplift2 =- 849(LC 2), 7=- 849(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 23= -3414/1721, 3-1=- 2743/1345, 4-5 =- 2668/1353, 5-6=- 2741/1345, 6-7=-3414/1721, 7-8 =0/21 BOT CHORD 2 -11 =- 157613275,10 -11 =- 1163/2666, 9- 10 =- 1163/2666, 7.9 =- 1576/3275 WEBS 3 -11 =484/427, 4- 11 =- 36/295, 5- 11 =- 207/211, 5-9=36/261, 6- 9= 485/427 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interlor(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 849 Ib uplift at joint 2 and 849 Ib uplift at joint 7. LOAD CASE(S) Standard ©Uando t["i>'tlo 'Tartan i CONSULTING ENGINEERS, P.A. CIVIL / 5TRUC'fURAL P.E.22249 7220 5.W. 39th TERR MIAMI, FLA, 33153 " . * TEL - (305) 262 -6 AX - 305) 262 -2014 082009 Job 8 -10 -09A Truss H2 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:18 2009 Page -1.5-0 6-5-12 9-10-0 16 -10-8 ) 20-1-0 I 1 I f I I 1-5-0 5-5-12 4-4-4 6-0-8 4-2-8 Scale = 1:38.6 5x6 = 5x6 = 2.60 7 4 5 - 4x5 != 2x-: :is 14I.! P .7.-J. 3x8 = 10 9 8 7 3x8 = 3x4 = 4x6 = 2x4 11 9-10-0 16-10-8 20-1-0 I 9-10-0 6-0-8 4-2-8 Plate Offsets (X,Y) [4:0 -3-0,0 -2 -14] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.69 Vert(LL) 0.24 10 >964 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.76 Vert(TL) -0.60 2 -10 >393 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 91 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -10-8 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. REACTIONS (Ib/size) 2= 1243/0 -8 -0, 7= 1071/0 -3-8 Max Horz 2 =138(LC 2) Max Uplift2 =- 873(LC 2), 7 =- 581(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/21, 2- 3 = -3449/1809, 3-0=- 2738/1427, 4-5 =- 2643/1448, 5-6 =- 1776/987, 6 -7 =- 1022/592 BOT CHORD 2- 10=- 1798/3309, 9 -10 =- 958/1739, 8-9 =- 958/1739, 7-8 =-55/114 WEBS 3 -10 =- 687/438, 4 -10= 0/137, 5 -10 =448/1052, 5-8 =- 436/332, 6-8= -925/1676 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 873 Ib uplift at joint 2 and 581 Ib uplift at joint 7. LOAD CASE(S) Standard lOo Pt4t CONSULTING ENGINEERS, P.A, CML / STRUCTURAL 9 ?X. 22249 t- + Y7220 S.W. 59th TERR MIAMI, FLA, 55155 TEL - (305) 262 -6225 FAX - (305) 262-2C Job 8 -10 -09A Truss H3 Truss Type ROOF TRUSS Qty 1 PIy 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:19 2009 Page 1 I 7-4-0 13-8-0 17 -7-4 22-8-0 24-1-0 1 I I 1 I 7-4-0 8-4-0 3-11-4 5-042 1-5-0 Scale = 1:41.8 2.50 ffr 4x8 - 5x8 = 3 4 2x4 I 1 5 N a 6 N Io . :I, ._: 0'14 3x4 3x4 •_< 5x8 - 10 9 8 3x10 = 2x4 11 4x5 - 3x8 - I 7-4-0 13-8-0 22-8-0 I I 7-4-0 6-4-0 9-0-0 Plate Offsets (X,Y) [1:0 -0- 10,0 -2 -01, [4:04 -0,0 -2 -111 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.87 Vert(LL) 0.40 8 -10 >666 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.70 6-8 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.16 6 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 96 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -1-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -1 -7 oc bracing. SLIDER Left 2 X 4 SYP No.3 3-7-7 REACTIONS (Ib /size) 1= 1222/0 -8 -0, 6= 1392/0 -8-0 Max Horz 1 =41(LC 2) Max Uplift1 =- 653(LC 2), 6=- 959(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -3385/1814, 2- 3= -3311/1828, 3-4,=-3495/1918, 4-6=- 3603/1913, 5-6 =-4076/2147, 6 -7 =0/21 BOT CHORD 1- 10 =- 163613210, 9 -10 =- 1641/3201, 8-6=- 1641/3201, 6-8 =- 1988/3915 WEBS 3 -10 =0/123, 3.6=.90/664, 4- 8= 0/178, 5- 8= 420/273 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 Ib uplift at joint 1 and 959 lb uplift at joint 6. LOAD CASE(S) Standard ordando mt. ' OP'iL111 CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 27749 ` ` { ' TEL7220 305) 262 -6225 FAX (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss H3A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:19 2009 Page 1 64-12 9-0-0 15-4-0 22-8-0 I I I I 6-0-12 3-11 -4 6-4-0 7-4-0 Scale =1:40.3 2.60 Fir 6x8 - 4x8 = 3 4 - 2x4 Mr 6 N 2 N 7 i Cl N ► N ow a .. •:.-_. 3x4 3x4 = 3x10 = 9 8 7 6x8 - 3x8 = 4x6 - 2x4 11 I 9-0-0 16-4 -0 22-8 -0 I I 9-0-0 6-4-0 7-4-0 Plate Offsets (X,Y) [1:0 -1- 12,0 -0-1], [3:0 -4-0,0- 2 -11], 16:0-0-10,0-3-5] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.88 Vert(LL) 0.41 7-9 >652 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.73 1-9 >366 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.16 6 n/a Wit BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -0-5 oc BOT CHORD 2 X 4 SYP No.2ND puffins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. SLIDER Right 2 X 4 SYP No.3 3 -7 -7 REACTIONS (Ib/size) 1= 1228/0 -8 -0, 6=1228/0-3-8 Max Uplift1 =- 662(LC 2), 6=- 665(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -417312341, 23= 3655/2009, 34= 3544/2008, 4- 5= 3332/1868, 5-6= -3406/1854 BOT CHORD 1-0 =- 2228/4024, 8 -0 =- 1721/3222, 7-8=-1721/3222, 6 -7 =- 171613231 WEBS 2.9 =.480/383, 3-9 =0/195, 4-9 =- 1441693, 4 -7 =0/122 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 662 Ib uplift at joint 1 and 665 Ib uplift at joint 6. LOAD CASE(S) Standard ©Dand©O llhii Tartu ' .a CONSULTING ENGINEER5. PA. CIVIL / STRUCTURAL RE. 22249 7220 S.W. 39th TERR MIAMI, FLA, 3315E aw =,. TEL - (306) 282 -8226 FAX - (605)262-a OCT 0 82009 Job 8 -10 -09A Truss H4 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:20 2009 Page 1 I 4-9-12 9-4-0 11-8-0 16-7 -4 ( 22-8-0 (24-1-0 I 1 I I 4-9-12 4-6-4 2-4-0 4 -11-4 6-0-12 1-5-0 Scale = 1:41.8 2.60 12 6x6 - 4x6 - 4 5 p n 2x4 3 ■■ .- 3x4 6 ex n N' _` 8 I N 'I 3x8 ►::_. 6x8 = 12 11 10 9 3x10 = 3x8 = 3x6 = 3x4 = 2x4 11 9-4-0 11-8-0 16-7 -4 22.8-0 ' I I f I 9-4-0 2-4-0 4-11-4 6-0-12 Plate Offsets (X,Y): MO-0-10,0-2-0], [4:0- 3 -0,0 -2 -14] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.67 Vert(LL) 0.38 9 -10 >709 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -0.69 9 -10 >391 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -1 -13 oc bracing. SLIDER Left 2 X 4 SYP No.3 2-3 -13 REACTIONS (Ib /size) 1= 1222/0 -8 -0, 7= 1392/044 Max Horz 1= -41(LC 2) Max Uplift1=- 637(LC 2), 7=- 944(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=- 3339/1809, 2-3 =- 3269/1811, 3-4=- 3007/1572, 4-5 =- 2905/1578, 54=- 3066/1638, 6-7=4128/2033, 7-8 =0/21 BOT CHORD 1 -12 =- 1627 /3148,11 -12 =- 1405/2933,10 -11 =- 1405/2933, 9 -10 =- 1878/3965, 7 -9=- 1878/3965 WEBS 3 -12 =- 356/281, 4 -12 =- 23/276, 5 -12 =- 274/238, 5 -10 =- 152/356, 6 -10 =- 1082/481, 6-9=0/98 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 6.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 1 and 944 Ib uplift at joint 7. LOAD CASE(S) Standard ,, «) Hondo [ i( o if © t j j CONSULTING ENGINEER% M, CIVIL / STRUCTURAL PE. 22249 ax , T6L 7 22- (0 505 SW. 2 3692th 6 TE22R FMAX IA - M (I3 05A)2 6332 1-58 20 14 arr017009" Job 8 -10 -09A Truss H4A Truss Type ROOF TRUSS Qty 1 PIY 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:20 2009 Page 1 6-0-12 11-0-0 13-4 -0 17 -10-4 22-8-0 I I I I ' 6-0-12 4 -11.4 2-4-0 4-6-4 4-9-12 Scale = 1:40.3 2.50 12 5x12 = 6x6 = 3 4 3x4 2x4 i n n N 2 1 5 r em 6 7 A N _ 1 - E_ -_— ► -� 3x8 11 d 3x10 = 11 10 9 8 5x8 = 2x4 II 5x6 WB= 3x5 = 3x8 = ' 6-0-12 11.0 -0 13-4-0 22-8-0 I I 6-0-12 4 -11-4 2-4-0 9-4-0 Plate Offsets (X,Y). [1:0 -1- 12,0 -0-1], 13:04-0,0-2-41, [7:0 -0- 10,0 -3-5] LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loc) Udef1 Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.69 Vert(LL) 0.40 9 -11 >677 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.70 9 -11 >382 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2004ITPI2002 (Matrix) Weight: 98 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. SLIDER Right 2 X 4 SYP No.3 2 -3-12 REACTIONS (Ib /size) 1 =1228/0 -8 -0, 7= 1228/0 -3-8 Max Uplift1 =- 647(LC 2), 7=- 648(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-422912219, 2-3 =-3054/1670, 34=-2944/1623, 4-5= -3020/1615, 5-6 =- 3287/1848, 6 -7= -3356/1846 BOT CHORD 1 -11 =- 2106/4067,10 -11 =- 2106/4067, 9- 10=- 2106/4067, 8.9 =- 1497/2964, 7-8 =- 1703/3166 WEBS 2 -11 =0/120, 2-0 =- 11961641, 3 -9=- 186/354, 3 -8=- 249/236, 4-8 =- 23/279, 5 -8=- 366/273 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category I1; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 647 Ib uplift at joint 1 and 648 Ib uplift at joint 7. LOAD CASE(S) Standard C0N5ULTING ENGINEERS, P.A. Y..t CIVIL /STRUCTURAL EE. 22249 7220 TEL - S.W. 39th TERR MIAMI, FLA, 83959 (305) 262 -6225 FAX - (305) 262 -2L OCT 082009 Job 8 -10 -09A Truss H5 Truss Type ROOF TRUSS Qty 1 PIy 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:20 2009 Page 1 I 7-0-0 12 -2.0 17-4 -0 22-8 -0 I ' I 7-0-0 6-2-0 6-2-0 6-4-0 Scale =1:40.3 2.60 pT 4x10 - 2x4 11 6x6 - 2 3 4 5 • 6 IN a 1 - g IF?' o it I_ V:. ►:. 3x8 r.-.. 3x10 = 10 9 8 7 6x8 = 2x4 11 5x6 WB= 4x8 = 2x4 11 7-0-0 12 -2-0 17-4 -0 I 22-8-0 f I ( ( 7-0-0 6-2-0 6-2-0 6-4-0 Plate Offsets (X,Y) [1:0 -1- 12,0 -0-1], 16:0 -0- 10,0 -3-51 LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.81 Vert(LL) 0.54 8 >500 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.86 Vert(TL) -0.88 8 >304 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -03 oc BOT CHORD 2 X 4 SYP No.2ND *Except* purlins. 1.9 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3 -11 -2 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 2-7-3 REACTIONS (Ib /size) 1 =1228/0 -8 -0, 6 =1228/0 -3-8 Max Uplift1 =- 677(LC 2), 6 =- 682(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -4156/2311, 2-3=-4589/2676, 3.4=4589/2676, 4-5 =- 3380/1931, 5-6 =- 3455/1923 BOT CHORD 1-10=-2188/3990, 9-10=-2192/3974, 8-9 =- 2192/3974, 7-8 =- 1794/3256, 6- 7=- 1787/3262 WEBS 2 -10 =0/164, 2- 8=383/992, 3-8 =- 513/388, 4-8=-798/1578, 4 -7 =0/73 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 Ib uplift at joint 1 and 682 Ib uplift at joint 6. , ■ LOAD CASE(S) Standard _ ©'© MM. fortun CONSULTING ENGINEERS. M. CIVIL / STRUCTURAL .� P.E. 22249 = 7220 5.W. 39th TERR MIAMI, FLA, 33155 _.:. TEL - (305) 262 -6225 FAX - (305) 2622014 OCT 082009 Job 8 -10 -09A Truss HG1 Truss Type ROOF TRUSS Qty 1 PIy 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:21 2009 Page -1.6-0 4-0-12 7.0-0 10-0-8 13-1-0 160-4 20-1-0 121-0-0 I 1 ' I I ' I 1.5-0 4-0-12 2 -11-4 3-0-8 3-0-8 2-11-4 4-0-12 1-0-0 Scale =1:39.6 2.50 rir 4x6 = 2x4 II 4x6 = 3x4 4 16 6 17 6 3x4 Ir111111111111111111Mft 11 h.- -1%Mi m. . S 15 14 13 18 12 19 11 10 3x8 3x8 2x4 II 4x6 = 3x8 = 3x4 = 2x4 II 3x4 = 4-0-12 7-0-0 10-0-8 13-1-0 16-0-4 20-1-0 f ' ' ( I I 4-0-12 2 -11-4 3-0-8 3-0-8 2 -11-4 4 -0-12 Plate Offsets (X,Y) [2:0 -3- 15,0 -1-81, 18:0 -3- 15,0 -1 -81 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.49 Vert(LL) 0.37 12 >627 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.70 12 >333 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-5 -15 oc bracing. REACTIONS (Ib /size) 2 =2290/0 -8 -0, 8=2290/0-8-0 Max Uplift2 =- 1406(LC 2), 8 =- 1406(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3=- 7575/3735, 3 -4- 7877/4056, 4 -16 =- 8211/4319, 5 -16 =- 8211/4319, 5 -17 =- 8211/4319, 6- 17 =- 821114319, 6 -7 =- 7877/4056, 7- 8 =- 7575/3735, 8-9 =0/21 BOT CHORD 2- 15= •3534/7304,14 -15 =- 3534/7304, 13- 14=- 353417304,13 -18 =- 3823/7638,12 -18 =- 3823/7638, 12 -19 =2823/7639,11 -19 =- 3823/7639,10 -11 =- 3534/7305, 8- 10= 4534/7305 WEBS 3 -15 =- 102/164, 3 -13= 225/685, 4 -13 =- 209 /721, 4- 12=-378/812, 5 -12 =- 505/409, 6-12=478/812, 6-11=-209f721, 7 -11 =225/685, 7 -10 =- 102/154 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 Ib down and 139 Ib up at 7 -0-0,182 Ib down and 139 lb up at 9 -0-12, and 182 Ib down and 139 Ib up at 11 -04, and 182 Ib down and 139 Ib up at 13 -1-0 on top chord, and 655 Ib down and 262 Ib up at 7 -0-0, 45 Ib down at 9 -0-12, and 45 Ib down at 11-0-4, and 655 Ib down and 262 Ib up at 13 -0.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 2) 2-ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: v ; Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -7-0 oc. E 3 ' © TO a n ( © un. forito o0 ,,: CONSULTING ENGINEERS, PA k. ?; , CIVIL / STRUCTURAL 45 Ib d at EE, 22249 p r. `; 7220 SW 59th TERR MIAMI, FLA, L Er' %^ `L � TEL - (305) 262 -6225 FAX - (305) 2$2 -i 524 in the • ' D L+,11.7q7,,W-. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated down and 139 Ib up at 7 -0-0,182 lb down and 139 Ib up at 9 -0-12, and 182 Ib down and 139 Ibjuprat and 182 Ib down and 139 Ib up at 13 -1-0 on top chord, and 655 Ib down and 262 Ib up at 7-0 9 -0-12, and 45 lb down at 11-04, and 655 Ib down and 262 Ib up at 13-0-4 on bottom chord. design/selection of such connection device(s) is the responsibility of others. 3) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) fa CASE(S) section. PIy to ply connections have been provided to distribute only loads noted as or (B), unless otherwise indicated. OCT 082009 4) Unbalanced roof live loads have been considered for this design. Continued on page 2 Job 8 -10 -09A Truss HG1 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:21 2009 Page 2 NOTES 5) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1406 Ib uplift at joint 2 and 1406 Ib uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 Ib down and 139 Ib up at 7 -0-0,182 Ib down and 139 Ib up at 9 -0-12, and 182 Ib down and 139 Ib up at 11 -0-4, and 182 Ib down and 139 Ib up at 13 -1-0 on top chord, and 655 Ib down and 262 Ib up at 7 -0-0, 45 Ib down at 9 -0-12, and 45 Ib down at 11 -04, and 6551b down and 262 Ib up at 13 -04 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -4-90, 44 =-90, 6-9=-90, 2 -8= -20 Concentrated Loads (lb) Vert: 6 =- 182(F) 13= -655(F) 4=- 182(F)11=- 655(F) 16 =- 182(F) 17 =- 182(F) 18 =- 45(F) 19 =-45(F) Oo rOan 'IOa X11110 ffor un CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TM MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 I OCT 082009 Job 8 -10 -09A Truss HG2 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:22 2009 Page 1 -1.5.0 4-5-12 7 -10-0 1-5-0 4-5-12 3-4-4 2.50 FIT 4x6 = 4 12-10-4 5-0-4 5.0-4 17-10-8 2x4 11 5 ( 20-1-0 2-2-8 Scale = 1:38.6 4x6 = 6 3x5 3x6 13 12 11 2x4 11 3x6 = 3x4 = 4-5-12 $ 7 -10-0 4-5-12 3-4-4 10 4x8 = 12 -10-4 5-0-4 5.0.4 17 -10-8 9 8 3x5 = 2x4 11 20-1 2 -2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.48 BC 0.69 WB 0.47 (Matrix) DEFL in (loc) 1/defl Vert(LL) 0.2610 -11 >916 Vert(TL) -0.4310 -11 >549 Horz(TL) 0.08 8 n/a L/d 240 240 n/a PLATES MT20 Weight: 187 Ib GRIP 244/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0-3 oc BOT CHORD 2 X 4 SYP No.2ND puffins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7 -2-9 oc bracing. REACTIONS (Ib /size) 2 =1798/0 -8 -0, 8= 1797/0 -34 Max Horz 2 =116(LC 2) Max Uplift2 =- 1218(LC 2), 8 =- 1044(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3 =- 5707/3051, 3-0=- 5624/3204, 4-5 =- 5086/3002, 5-6=- 5086/3002, 6-7=-2093/1218, 7-8=- 1784/1036 BOT CHORD 2 -13 =- 2986/5495,12 -13 =- 2986 /5495,11 -12 =- 2986/5495,10 -11 =- 3098/5439, 9 -10 =- 1251/2143, 8.9= -22/37 WEBS 3 -13 =41/114, 3 -11 =- 138/351, 4-11 =- 238/687, 4 -10= -391/160, 5 -10 =- 738/628, 6 -10 =- 1789/3130, 6-9 =- 1182/830, 7-9 =- 1386/2400 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 Ib down and 291 Ib up at 7 -10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 2) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrat a 11( 3 down and 291 Ib up at 7 -10-0 on bottom chord. The design/selection of such connection ev` ice(s)ni a responsibility of others. a ?.r 3) All loads are considered'e' _; tee" equally applied to all plies, except if noted as front (F) or back (B).face,in #.�1eq, CASE(S) section. Ply to ply connections have been provided to distribute only loads notedlas (F)vi (E unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -02; 148mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category I C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality Coll Whlion. Koolland0O [TTL if ©llun CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL FE. 22249 7220 S.W. 39th TERR MIAMI. FLA, 33155 TEL - (505) 262 -6225 FAX - (305) 262 - 2014, OCT 082009 Job 8 -10 -09A Truss HG2 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:22 2009 Page 2 NOTES 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1218 Ib uplift at joint 2 and 1044 Ib uplift at joint 8. 9) Girder carries hip end with 0 -0-0 right side setback, 7 -10-0 left side setback, and 5 -0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 Ib down and 291 Ib up at 7 -10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4=-90, 4- 6 =- 143(F =-53), 6- 7=- 142(F =-53), 2- 11 = -20, 8- 11 =- 32(F = -12) Concentrated Loads (Ib) Vert: 11 =- 503(F) OPlaC1t1d0O l�fllo fort n CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 870119 Job 8 -10 -09A Truss HG3 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:22 2009 Page 1 6-4-0 10-6-0 1650 18-7 -4 I 22-8-0 1 24-1-0 I I ( ' I 6-4-0 5-2-0 6-2-0 2-11-4 4-0-12 1-5-0 Scale = 1:41.9 2.50 iw 4x8 = 2x4 II 4x8 = 3 4 5 3x4 8 . =-, 3x10 ■ ► =� 5x10 = 13 12 11 10 9 3x10 = 2x4 II 6x6 WB= 4x10 = 3x4 = 2x4 II 6-4-0 10-6-0 15-8-0 18-7-4 22-8-0 ( ' I I 6.4-0 6-2-0 6-2-0 2 -11-4 4-0-12 Plate Offsets (X,Y) 11:0- 6- 6,0 -2 -01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.71 Vert(LL) 0.53 11 >502 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.85 10 -11 >314 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 199 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc 54 2 X 4 SYP No.2ND purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-4-6 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -7-3 REACTIONS (Ib /size) 1= 2497/04 -0, 7= 2599/04-0 Max Horz 1 =-41(LC 2) Max Upliftl =- 1435(LC 2), 7 =- 1696(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-7823/4515, 2-3=-7752/4526, 3.4=- 1059216250, 4-5 =- 10592/6250, 5-6 =- 9360/5400, 6-7=4763/4864, 74 =0/21 BOT CHORD 1 -13 =-4251 /7479,12 -13 =- 4236/7425,11 -12 =- 4236/7425,10 -11 =- 5148/9092, 9 -10 =- 4628/8457, 7-0 =-46288457 WEBS 3 -13 =- 153/568, 3 -11 =- 1934/3490, 4 -11 =- 1150/945, 5 -11 =484/1775, 5-10=-242/761, 6 -10 =- 570/1011, 6-9=- 160/172 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 409 Ib up at 154 -0, and 538 Ib down and 312 Ib up at 6-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 2) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-7-0 oc. oirilando um. l ra u m Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. CONSULTING ENGINEERS, P.A. Hanger(s) or other connection device(s) shall be provided sufficient to support concentral ti sr 16 Ib CIVIL / STRUCTURAL down and 409 Ib up at 15.84, and 538 Ib down and 312 Ib up at 5.4-0 on bottom chord Th . ° lection P.E. 22249 of such connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B OpB20 S.W. Et - (305) 39th TER MIAMI, FLA, 33155 CASE(S) section. Ply to ply connections have been provided to distribute only loads 262 -6225 FAX - (305) 262 -2014 noteetas or = ), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. OCT 1 0 82009 Continued on page 2 Job 8 -10 -09A Truss HG3 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:22 2009 Page 2 NOTES 5) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1435 Ib uplift at joint 1 and 1696 Ib uplift at joint 7. 9) Girder carries hip end with 7 -0-0 right side setback, 5.4-0 left side setback, and 7 -0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 409 Ib up at 15-8 -0, and 538 Ib down and 312 Ib up at 5.4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -3=-90, 3- 5 =- 188(F =-98), 5-8 =- 90,1 -13 =- 20,10- 13 =.42(F = -22), 7- 10= -20 Concentrated Loads (Ib) Vert: 13=-638(F) 10 =- 706(F) CONSULTING ENGINEERS, FA. CIVIL / STRUCTURAL F.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss HG4 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:22 2009 Page 1 -1-6 -0 3-0-0 6-48 8-4-8 I 10-0-8 ' I I I 14-0 3-0-0 3-44 3-0-0 1-5-0 Scale = 1:21.1 2.50 PT 4x6 - 5x6 - 3 9 4 N 2 — 6 • _ 1 �r.� 6 03,7111 ��� 8 10 7 1111■7111_1 11W.PAIII 3x4 = 2x4 11 4x5 = 3x4 = 3-04 6-48 I 8-44 I ( 3-0-0 3-44 3-0-0 Plate Offsets (X,Y) [4:0- 3 -0,0 -2 -14] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.56 BC 0.32 WB 0.03 (Matrix) DEFL in (Ioc) I/defl L/d Vert(LL) -0.03 7-8 >999 240 Vert(TL) -0.10 7-8 >999 240 Horz(TL) 0.02 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid REACTIONS (Ib /size) 2 =620/0 -8 -0, 5= 620/0 -8-0 Max Uplift2 =- 387(LC 2), 5=- 387(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-200/21, 2-3 =- 1095/0, 3-0 =4016/0, 4 -9=- 1016/0, 4-5 =- 1097/0, 5-6 =0/21 BOT CHORD 2-8 =0/1026, 8 -10 =0/1014, 7- 10= 0/1014, 5-7=0/1028 WEBS 3-8 =0/80, 3-7=-60/63, 4-7 =0/87 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding joint 2 and 387 Ib uplift at Joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated down and 25 Ib up at 3 -0-0, and 79 Ib down and 31 Ib up at 44 -4, and 140 Ib down and 25 Ib top chord, and 22 Ib down at 3 -0-0, and 5 Ib down at 44-4, and 22 lb down at 6-3 -12 on bottom design/selection wood sheathing directly applied or 5 -7 -2 oc ceiling directly applied or 10 -0-0 oc bracing. Exp C; enclosed; quality 387 Ib uplift at load(s) 140 Ib up at 6.4-8 on chord. The of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) LOAD CASE(S) Standard 1) Regular Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 12 =-00, 3.4 -90, 4- 6 =-90, 2 -5 = -20 r . q O [p Q rot n do gm. f o al W M CONSULTING ENGINEERS, P.A. CML / STRUCTURAL PE. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OC 0 Continued on page 2 Job 8 -10 -09A Truss HG4 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:23 2009 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=25(F) 8=-22(F) 7=-22(F) 3 =25(F) 9 =31(F) 10 =-5(F) OOrr[lan o Diu 4 'BOOirhw CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 2.2249 7220 S.W. 39t TEL - (305) 262- 33155 62 -2014 Job 8 -10 -09A Truss HH1 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:23 2009 Page 1 -1-5.0 1-0-0 6-0-16 6-0 -16 7 -10-0 4x6 = 1-4-1 1 Scale = 1:16.6 2x4 11 3x4 = 3-2-0 2x4 11 3-2-0 1 6-0-16 3-3-16 1 2x4 11 7 -10-0 1-4-1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.20 WB 0.06 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.02 7-8 >999 240 Vert(TL) -0.02 7-8 >999 240 Horz(TL) 0.00 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 6= 241 /Mechanical, 2= 350/0 -8 -0, 8= 376/0 -8-0 Max Horz 2= 158(LC 2) Max Uplift6=- 161(LC 2), 2= .454(LC 2), 8=- 140(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 23 =- 163/19, 3.4=- 166/72, 4-5 =- 117/81, 6-6 =- 105/67 BOT CHORD 2-8 =- 95/128, 7- 8= 36/128, 6 -7 =- 81/117 WEBS 4-7 =- 103/129, 3-8 =- 2951210 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =16ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 Ib uplift at joint 6, 454 Ib uplift at joint 2 and 140 Ib uplift at joint 8. LOAD CASE(S) Standard OO B Daud© um. fi ©Ir1Lrn;\ CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 55155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 8 z009 Job 8 -10 -09A Truss HH2 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:23 2009 Page 1 -1-0.0 , 3-0-0 9-5-4 1-5-0 3-0-0 2.50 12 4x10 = 3 65-4 2x4 11 4 Scale = 1:19.3 4x5 = 5 3x4 = 3-0-0 2x4 11 4x8 = 9-5-4 2x4 )� 3-0-0 6-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.56 BC 0.46 WB 0.41 (Matrix) DEFL in (loc) I/defi Lid Vert(LL) 0.08 7-8 >999 240 Vert(TL) -0.15 7-8 >732 240 Horz(TL) 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6.4 -1 oc bracing. REACTIONS (Ib /size) 6=583/Mechanical, 2= 765/04-0 Max Horz 2 97(LC 2) Max Uplift6= 349(LC 2), 2 =- 668(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 23 =- 1638/800, 3-4=- 1658/976, 4- 5=- 1658/976, 5-6=-499/337 BOT CHORD 2- 8=- 788/1551, 7-8 =- 780/1576, 6 -7 =- 191/318 WEBS 3- 8=0/120, 3 -7 =- 200/84, 4-7 =- 298/285, 5 -7 =304/1373 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 Ib uplift at joint 6 and 668 Ib uplift at joint 2. 6) Girder carries hip end with 0 -0-0 right side setback, 3 -0-0 left side setback, and 3 -0-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 51 Ib up at 3 -0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front co or c LOAD CASE(S) Standard CONSULTING ENGINEERS. P.A. 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 "P^ CIVIL / STRUCTURAL Uniform Loads (pif) P.E. 22249 Vert: 1-3=-90, 3-0 =- 106(F = -16), 2 -8= -20, 6- 8 =- 24(F = 4) Concentrated Loads (Ib) Vert: 8 = -83(F) ■ 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 nr r n Q�nnu Job 8 -10 -09A Truss HH3 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:23 2009 Page 1 -1-68 1-0-0 4-1-8 2.60 IV 4-1-8 4x5 = 3 8-11-0 4-9-8 2x4 1� 4 14-0-0 6-1-0 Scale = 1:27.6 5x6 = 5 2x4 p 4-1-8 6x8 = 140-0 3x4 11 4-1-8 8-10 -8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.76 BC 0.56 WB 0.65 (Matrix) DEFL in (Ioc) Udell L/d Vert(LL) 023 7-8 >718 240 Vert(TL) -0.38 7-8 >429 240 Horz(TL) 0.04 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 54-1 oc bracing. REACTIONS (lb /size) 6 =73310 -3-8, 2= 911/0 -8-0 Max Horz 2 =113(LC 2) Max Uplift6 =429(LC 2), 2 =- 726(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2.3 =- 2294/1136, 3-4=- 2515/1452, 4-5 =- 2515/1452, 5- 6= -647/429 BOT CHORD 2- 8 =- 1130/2189, 7-8 =- 1143/2177, 6- 7=- 234/399 WEBS 3-8 =0/87, 3-7=-315/496, 5 -7 =- 1239/2153, 4 -7 =416/365 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 Ib uplift at joint 6 and 726 Ib uplift at joint 2. LOAD CASE(S) Standard p orrOand0 mA lforrailll CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -201 OCT 0 82009 Job 8 -10 -09A Truss HH4 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:24 2009 Page 1 h 6-1-8 14-0 -0 6-1-8 260 12 5x6 = 2 7 -104 2x4 p 3 Scale = 1:25.0 4x6 = 4 3x5 = 8-1-8 2x4 (( 4x8 = 140-0 2x4 (( 6-1.8 7-10-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0A6 BC 0.61 WB 0.45 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) 0.14 1 -7 >999 240 Vert(TL) -0.24 1-7 >688 240 Horz(TL) 0.04 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 34 -15 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rlgid ceiling directly applied or 5 -1.4 oc bracing. REACTIONS (Ib /size) 1= 744/0 -8 -0, 5= 744/0 -3-8 Max Horz 1 =105(LC 2) Max Uplift1 =-409(LC 2), 5= -045(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2138/1174, 2- 3 =- 1569/935, 3-4=- 1569/935, 45 =- 679/447 BOT CHORD 1-7=-1191/2030, 6- 7=- 1193/2014, 5-6 =- 97/160 WEBS 2- 7=0/143, 2- 6=- 472/274, 3-6=- 287/257, 4- 6=- 885/1488 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 Ib uplift at joint 1 and 445 Ib uplift at joint 5. LOAD CASE(S) Standard l ©Oafd© ffoirtunn CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TER MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss HH5 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:24 2009 Page 1 4-7-8 4-7-8 2.50 Fir 8-1-8 3-6-0 5x6 = 3 14-0.0 6-10 -8 Scale = 1:25.0 6x8 = 3x6 = 8-1-8 3x10 = 8-1-8 14-0-0 6-10 -8 2x4 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.75 BC 0.53 WB 0.46 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.14 1-6 >999 240 Vert(TL) -0.32 1-6 >500 240 Horz(TL) 0.04 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -0-7 oc bracing. REACTIONS (Ib /size) 1= 744/0 -8 -0, 5= 744/0 -3-8 Max Horz 1= 138(LC 2) Max UpIIft1=- 397(LC 2), 5= -441(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 2200/1239, 2-3 =- 1584/853, 3-0=- 15111853, 4- 5=- 686/453 BOT CHORD 1- 6 =- 1297/2110, 54=-120/176 WEBS 24 =- 603/439, 3-6= 4401210, 4-6 =- 768/1399 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category 1I; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 Ib uplift at joint 1 and 441 Ib uplift at joint 5. LOAD CASE(S) Standard OO oD 1Crt dOO �o BOO P�N]Ifll CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262-6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss HH6 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:24 2009 Page 1 6-7-8 6-7-8 2.60 12 10-1-8 44-0 4x5 = 3 14-0-0 3-10-8 Scale = 1:25.0 2x4 �I 3x5 = 6-74 2x4 11 6-7-8 3x4 = 10-1 -8 44-0 14-0-0 3-10 -8 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.37 BC 0.58 WB 0.41 (Matrix) DEFL In (loc) Ildefl Lid Vert(LL) 0.13 1 -7 >999 240 Vert(TL) -0.22 1-7 >734 240 Horz(TL) 0.05 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -7-9 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -2 -1 oc bracing. REACTIONS (Ib /size) 1= 744/0 -8 -0, 5= 744/044 Max Harz 1= 171(LC 2) Max Uplift1 =- 387(LC 2), 5= .435(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2190/1110, 2-3 =- 1080/565, 3-4=- 53131, 4-5 =- 154/130 BOT CHORD 1- 7 =- 1199/2084, 6 -7 =- 1199/2084, 5-6=- 576/990 WEBS 2-7=0/114, 2-6 =- 1110/639, 3- 6=- 128/382, 3-5 =- 1084/630 NOTES 1) Wind: ASCE 7 -02; 146mph (3-second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psfi Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 Ib uplift at joint 1 and 435 Ib uplift at joint 5. LOAD CASE(S) Standard ODD lnc1©O m. ' oritu it CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 79249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (306) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J1 Truss Type ROOF TRUSS Qty 20 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:24 2009 Page 1 3 0 -15-0 1-0-0 15-0 2.60 Fr 2 1-0-0 Scale = 1:4.3 1-0-0 1-0-0 '9 0 0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.51 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) Udefl L/d Vert(LL) 0.00 2 >999 240 Vert(TL) 0.00 2 >999 240 Horz(TL) 0.00 3 n/a n/a PLATES GRIP Weight: 4 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2=402/0 -8 -0, 3 =- 187 /Mechanical Max Horz 2 =74(LC 2) Max Uplift2 =- 719(LC 2), 3 =- 187(LC 1) Max Gray 2=402(LC 1), 3 =385(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2.3 =40/78 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 Ib uplift at joint 2 and 187 Ib uplift at joint 3. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard Oo Lrgand©O 16T o ff©O rtt rn CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TM MIAMI, FLA, 33155 TEL - (305) 252 -6225 FAX - (305) 202 -2014 OCT 0 82009 Job 8 -10 -09A Truss J1A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:26 2009 Page 1 3 0 -1-5-0 1-0-0 1-5-0 2.60 Fir 2 1-0-0 Scale = 1:4.3 1-0-0 1-0-0 129 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.51 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Lid Vert(LL) 0.00 2 >999 240 Vert(TL) 0.00 2 >999 240 Horz(TL) 0.00 3 n/a n/a PLATES GRIP Weight: 4 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3 =- 179/0 -0-12, 2 =396/0 -8-0 Max Horz 2 =75(LC 2) Max Uplift3 =- 179(LC 1), 2 =- 705(LC 2) Max Gray 3 =370(LC 2), 2 =396(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/32, 24= -49/75 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category 1I; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 3 and 705 Ib uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 2. LOAD CASE(S) Standard ©ll O de I o awns\ CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, TEL05) 262 -6225 FAX 262-2014 ® S OCT 0 82009 Job 8 -10 -09A Truss J1 B Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Coro. Hialeah Gardens. FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:25 2009 Page 1 2 1-4-0 1-4-0 Scale = 1:6.7 Plate Offsets (X,Y). [1:0 -2- 12,0 -1-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.03 BC 0.01 WB 0.01 (Matrix) DEFL in (loc) I/defl Ltd Vert(LL) 0.00 4 --"- 240 Vert(TL) -0.00 4 >998 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 4 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc BOT CHORD 2 X 4 SYP No.2ND puffins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib/size) 2= 52/Mechanical, 4= 64/0 -8 -0, 3= 12/Mechanical Max Horz 2 =21(LC 2) Max Uplift2= .41(LC 2), 4= .40(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= -9/11 BOT CHORD 3-4=0/0 WEBS 1-0 =-52/46 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ib uplift at joint 2 and 40 Ib uplift at joint 4. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard °glan () mo 'BOO rkan CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL RE, 22249 7220 S,W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 202 -0225 FAX - (305) 202 -2014 oCi 082009 Job 8 -10 -09A Truss J2 Truss Type ROOF TRUSS Qty 5 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:25 2009 Page 1 7 -10-0 1-5.0 7 -10-0 Scale = 1:15.7 4 1 3x4 = 3-2-0 2x4 11 3-2-0 7 -10-0 44-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 123 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.08 WB 0.08 (Matrix) DEFL in (loc) l/defl L/d Vert(LL) 0.00 6 *-** 240 Vert(TL) -0.02 54 >999 240 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 4= 171/Mechanical, 2 =296/0 -8 -0, 5 =37 /Mechanical, 6=46410-8-0 Max Horz 2 =178(LC 2) Max Uplift4=- 150(LC 2), 2 =-009(LC 2), 6 =- 205(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2 -0 =- 101/32, 3.4=-48/26 BOT CHORD 24 =0/0, 54=0/0 WEBS 34=- 368/253 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 Ib uplift at joint 4, 409 Ib uplift at joint 2 and 205 Ib uplift at joint 6. LOAD CASE(S) Standard ©LI lC ndo ran. Il Qll1tl.11 CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 J OCT 0 82009 Job 8 -10 -09A Truss J2X Truss Type ROOF TRUSS Qty 10 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 1 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:25 2009 Page 1 2 2 -1-0 2 -1-0 2 -1-0 2 -1-0 Scale = 1:6.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.16 BC 0.06 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Vert(LL) -0.01 1 n/r Vert(TL) -0.01 1 n/r Horz(TL) 0.00 n/a Ltd 120 90 n/a PLATES GRIP MT20 244/190 Weight: 6 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2 =194/Mechanical, 3 =20/0 -2 -12 Max Horz 2=437(LC 1), 3 =- 437(LC 1) Max Uplift2=- 136(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-267/467 BOT CHORD 1-3=- 437/277 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 Ib uplift at joint 2. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard oU aando m.. font') CONSULTING ENGINEERS, PA. CIVIL / STRUCTURAL P.E. 27 49 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J3 Truss Type ROOF TRUSS Qty 17 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-5.0 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:25 2009 Page 1 3.0-0 1-5-0 3-0-0 3 Scale = 1:7.5 3x4 = 3-0-0 3-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0A8 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Vert(LL) 0.00 2 "*" Vert(TL) -0.00 2-4 >999 Horz(TL) -0.00 3 n/a Ltd 240 240 n/a PLATES GRIP MT20 244/190 Weight: 11 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /sizej 3 =59 /Mechanical, 2= 351 /0-8 -0, 4=25 /Mechanical Max Horz 2 =96(LC 2) Max Uplift3 = -1(LC 2), 2 =-462(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 22 =-42/9 BOT CHORD 2 -4=0/0 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3 -0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 Ib uplift at joint 3 and 462 Ib uplift at joint 2. LOAD CASE(S) Standard ®D rOand lif o 1f ©lPW CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL FIE. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J3A Truss Type ROOF TRUSS Qty 2 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-5-0 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:26 2009 Page 1 3-0-0 1-0.0 3.0-0 3 Scale = 1:7.6 3x4 = 3-0-0 3-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.03 WB 0.00 (Matrix) DEFL In (loc) 1/defl Vert(LL) 0.00 2 ""*" Vert(TL) -0.00 2-4 >999 Horz(TL) -0.00 3 n/a Lid 240 240 n/a PLATES GRIP MT20 244/190 Weight: 11 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No2ND REACTIONS (Ib /size) 3 =59 /Mechanical, 2= 351/0 -8 -0, 4= 26/0 -2 -12 Max Horz 2 =96(LC 2) Max Uplift3 = -1(LC 2), 2=- 461(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3 =42/9 BOT CHORD 2.4 =0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 Ib uplift at joint 3 and 461 Ib uplift at joint 2. LOAD CASE(S) Standard r orrdand.© f r u 1 CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J3B Truss Type ROOF TRUSS Qty 3 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-6-0 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:26 2009 Page 1 3-0-0 1-5-0 3-0-0 3 Scale = 1:7.5 3x4 = 3-0-0 3-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.03 WB 0.00 (Matrix) DEFL in (lac) 1/defl Vert(LL) 0.00 2 """"' Vert(TL) -0.00 2-4 >999 Horz(TL) -0.00 3 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 Weight: 11 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3 =59 /Mechanical, 2= 351/0 -8 -0, 4= 25/0 -3-8 Max Horz 2 =96(LC 2) Max Uplift3 = -1(LC 2), 2= -462(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3 =42/9 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 Ib uplift at joint 3 and 462 Ib uplift at joint 2. LOAD CASE(S) Standard O P l i°1 in C`.I OO lrn o 'f Pi u ll1 CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL PE. 22249 7220 S.W. 39th TER MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J3C Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49 :26 2009 Page 1 I 210 3 1 3-4-0 2.60 Fir 2 '- Scale = 1:7.4 n a 0 3x4 r.--- ■■ 3-4-0 I I 3..9 II 3-4-0 Plate Offsets (X,Y) [1:0- 2.4,0 -3 -14) LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.22 BC 0.05 WB 0.00 (Matrix) DEFL in (loc) Udell Lid Vert(LL) 0.00 1 **** 240 Vert(TL) -0.01 1-4 >999. 240 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. SLIDER Left 2 X 4 SYP No.3 14-11 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 1 =175/0 -8 -0, 3 =143 /Mechanical, 4=32/Mechanical Max Horz 1 =91(LC 2) - Max Uplift1 = -88(LC 2), 3 =- 135(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-38/0, 2- 3 = -31/23 BOT CHORD 1-4=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1 and 135 Ib uplift at joint 3. LOAD CASE(S) Standard m polemic) um /co L�,�T' _a 4 CONSULTING ENGINEERS, P.A. t , t ; CIVIL /STRUCTURAL P.E.22249 +'i° 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 PAX . (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J4 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:26 2009 Page 1 6-4-8 I 6-4-8 2.50 Fir 1 2x4 2 Scale = 1:10.1 11 ■ 3x4 = LW m 1 ► r 2x4 11 6-4-8 I 6-0-8 Plate Offsets (X,Y) [1:0 -7- 13,0 -0-11] LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.59 BC 0.51 WB 0.06 (Matrix) DEFL in (Ioc) Udefl Lid Vert(LL) 0.09 1-3 >642 240 Vert(TL) -0.16 1-3 >377 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc BOT CHORD 2 X 6 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-9 oc bracing. REACTIONS (Ib /size) 1 =1111/0 -8 -0, 3=1111/0-3-8 Max Horz 1 =90(LC 2) Max Uplift1 =- 606(LC 2), 3=- 626(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/37 BOT CHORD 13 =0/0 WEBS 2-3=-220/193 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 Ib uplift at joint 1 and 626 Ib uplift at joint 3. 4) Girder carries tie-in span(s): 14-9 -8 from 0 -0-0 to 5-4-8 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 2=-90,13 =364(F =344) �p Q O Va rt am CONSULTING ENGINEERS, PA, CIVIL / STRUCTURAL P.E, 22249 TEL- (305) 262 -6225 AX (305)•26212014 OCT 0 82009 Job 8 -10 -09A Truss J5 Truss Type ROOF TRUSS Qty 9 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-0.0 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:26 2009 Page 1 6-0.0 1.5.0 6-0-0 Scale =1:10.9 3 3x4 = 6-0-0 LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.10 WB 0.00 (Matrix) DEFL in (Ioc) Udefl L/d Vert(LL) 0.00 2 "1" 240 Vert(TL) -0.04 2-0 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3 =173/Mechanical, 2=437 /04 -0, 4=45 /Mechanical Max Horz 2 =132(LC 2) Max Uplift3 =- 124(LC 2), 2 =.478(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0121, 2-3= -54/30 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 3 and 478 Ib uplift at Joint 2. LOAD CASE(S) Standard orroando ram. for Wf1: CONSULTING ENGINEERS, PA. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J5A Truss Type ROOF TRUSS Qty 2 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-5 -0 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:27 2009 Page 1 6-0-0 1-5-0 6-0-0 Scale = 1:10.9 4 3x4 = 3-2-0 2x4 11 6-0-0 3-2-0 1 -10-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0.48 BC 0.03 WB 0.03 (Matrix) DEFL in (Ioc) Udefl Ltd Vert(LL) 0.00 6 ---- 240 Vert(TL) -0.00 2-6 >999 240 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 4=61 /Mechanical, 2 =348104-0, 5 =8 /Mechanical, 6 =238/0 -8-0 Max Horz 2 =132(LC 2) Max UplIft4= 78(LC 2), 2= -462(LC 2), 6= -44(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2 -3 .42/22, 3-4= -19/9 BOT CHORD 2- 6 =0/0, 54 =0/0 WEBS 3- 6=- 178/74 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 6.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 4, 462 Ib uplift at joint 2 and 44 Ib uplift at joint 6. LOAD CASE(S) Standard ©Blonde [moo iol1tEE CONSULTING ENGINEERS, PA. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 87009 Job 8 -10 -09A Truss J5B Truss Type MONO TRUSS Qty 1 PIy 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:27 2009 Page 1 6-0-0 5-0-0 2x4 111 2Scale =1:8.5 2.60 Fr 1 ■ ■ IIIIIII""milliIllMIPl 3x4 = odrill r .1 2x4 11 5 -0-0 6-0-0 Plate Offsets (X,Y). [1:0-7-13,0-0-11] LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004ITPI2002 CSI TC 0.50 BC 0.91 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) 0.08 1-3 >675 240 Vert(TL) -0.14 1-3 >395 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc BOT CHORD 2 X 6 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-5 -10 oc bracing. REACTIONS (Ib /size) 1= 976/0 -8 -0, 3= 976/0 -3-8 Max Horz 1 =84(LC 2) Max Uplift1 =- 535(LC 2), 3=- 554(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 = -47/35, 23 =- 203/179 BOT CHORD 13 =0 /0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =6.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 Ib uplift at joint 1 and 554 Ib uplift at joint 3. 4) Girder carries tie -in span(s): 14-0-0 from 0 -0-0 to 5 -0-0 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 "� Uniform Loads (plf) Vert: 13 =342(F =322), 1-2=-90 v� O o ®�, on. fortk � CONSULTING ENGINEERS, Pro, CML / STRUCTURAL RE. 22249 7220 S.W. 39th TERR MIAMI, FLA, 3315f TEL - (305) 262 -6225 FAX - (305) 262-2 OCT 0 820 ', Job 8 -10 -09A Truss J5C Truss Type ROOF TRUSS Qty 4 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-5-0 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:27 2009 Page 1 6-0-0 1-5-0 6-0-0 Scale =1:10.9 3 3x4 = 5.0-0 6-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.10 WB 0.00 (Matrix) DEFL in (loc) 1/defl Vert(LL) 0.00 2 """` Vert(TL) -0.04 2-4 >999 Horz(TL) -0.00 3 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 Weight: 17 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3 =173/Mechanical, 237/0 -8 -0, 4= 45/0 -3-8 Max Horz 2 =132(LC 2) Max Uplift3 =- 124(LC 2), 2= -078(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0121, 2.3= -54/30 BOT CHORD 20/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 3 and 478 Ib uplift at joint 2. LOAD CASE(S) Standard r orQando UM. Vortun CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TER MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss J6 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTdk Industries, Inc. Thu Oct 08 08:49:27 2009 Page 1 14-8 1-3-8 2.60 IM 138 3x4 sii-8 Scale = 1:4.4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.05 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) 1/defl Vert(LL) -0.00 3 >999 Vert(TL) -0.01 3 >999 Horz(TL) 0.00 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 Weight: 4 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb /size) 1= 67/0 -8 -0, 2= 66/Mechanical Max Horz 1 =15(LC 2), 2 =12(LC 2) Max Uplift1 =38(LC 2), 2 =39(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11/11 BOT CHORD 1-3=0/0 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-3-8 oc puffins. Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 Ib uplift at joint 1 and 39 Ib uplift at joint 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard ©HoCn do [ of )t o if©ir ha CONSULTING ENGINEERS, EA, CML / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33158 TEL - (305) 262 -6225 FAX - (305) 232 -20 OCT 0 SiDD9 Job 8 -10 -09A Truss J7 Truss Type ROOF TRUSS Qty 12 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -14-0 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:27 2009 Page 1 7-0-0 14-0 7 -0-0 Scale = 1:14.2 3 3x4 = 7-0-0 7-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.78 BC 0.21 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Vert(LL) 0.00 2 Vert(TL) -0.16 2.4 >481 Horz(TL) -0.00 3 n/a Ltd 240 240 n/a PLATES GRIP MT20 244/190 Weight: 23 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS BRACING TOP CHORD BOT CHORD (Ib /size) 3= 272/Mechanical, 2= 537 /04 -0, 4=65 /Mechanical Max Horz 2= 165(LC 2) Max Uplift3 =- 214(LC 2), 2=- 517(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3= -70/48 BOT CHORD 2-@0/0 Structural wood sheathing directly applied or 6 -0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 Ib uplift at joint 3 and 517 Ib uplift at joint 2. LOAD CASE(S) Standard ©Hondo pro. forhan CONSULTING ENGINEERS, PA. CIVIL / STRUCTURAL P.E. 97249 7220 5.W. 39th TER MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 082009 Job 8 -10 -09A Truss J7A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 -1-0.0 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:28 2009 Page 1 7-0-0 1-5-0 7-0-0 Scale = 1:14.2 4 3x4 = 3-2-0 2x4 Q 7-0-0 3-2-0 3-10-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.06 WB 0.06 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.00 6 ---- 240 Vert(TL) -0.01 5-6 >999 240 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 4= 140/Mechanical, 2= 319/0 -8 -0, 5 =29 /Mechanical, 6= 387/0 -8-0 Max Horz 2 =165(LC 2) Max Uplift4=- 128(LC 2), 2=- 428(LC 2), 6=- 158(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 24=- 83/28, 3-4= -39/22 BOT CHORD 24=0/0, 54=0/0 WEBS 3 -0 = -304/199 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 4, 428 Ib uplift at joint 2 and 158 Ib uplift at joint 6. LOAD CASE(S) Standard ©B onde m. taritu CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305)262 -6225 FAX - (305)262 -2014 OCT 0 82009 Job 8 -10 -09A Truss T1 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:28 2009 Page 1 7-4-12 9-6-0 1411.8 20-4 -0 21-9-0 I ' I 1 7-4-12 2-0-4 6-6.8 6-4-8 1-0-0 Scale = 1:38.3 2.50 12 6x6 = 3 6x8 = 4x5 = 5x12 = 3x4 ► 4 88� 5 6 10x16. '� _rya- o 1 ■.../ r_/ .= e: - ._.1.� 6 9 'R v ' 5x12 = 16 16 14 13 12 11 10 4x10 = 2x4 11 8x8 = 4x6 = 6x10 = 4x6 = 7x12 MT2OH= 8-0-0 12-4 -8 14-11-8 17 -2-0 ( 20-4-0 ' I I I 94-0 2 -11-8 2 -7-0 2 -2-8 3-2-0 Plate Offsets (X,Y) [1:04 -0,0- 2 -12], [6:0- 10 -0,0- 2 -12], [11:0- 3- 8,0 -3-8] 113:0-3-8,0-3-01 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TP12002 CSI TC 0.80 BC 0.86 WB 0.99 (Matrix) DEFL in (loc) i/defl Lid Vert(LL) 0.47 14 -15 >428 240 Vert(TL) -0.76 14 -15 >268 240 Horz(TL) 0.08 10 n/a n/a PLATES GRIP MT20 244/190 MT2OH 187/143 Weight: 208 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 3 -24 oc BOT CHORD 2 X 6 SYP SS purlins. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. 6-13 2 X 4 SYP No.2ND, 7-11 2 X 4 SYP SS REACTIONS (Ib /size) 1= 4738/0 -8 -0, 8 =- 2962/0- 8 -0,10= 9221/0 -8-0 Max Horz 1 = -55(LC 2) Max Uplift1 =- 2601(LC 2), 8 =- 2990(LC 3), 10 =- 5104(LC 2) Max Gray 1= 4738(LC 1), 8= 1383(LC 2), 10= 9221(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =- 1492118225, 23 =- 13095/7291, 34=- 12616/7035, 4-5 =- 16853/8918, 54=- 12421/7117, 6 -7 =3173/1906, 7-8 =- 5571/10030, 8-0 =0/28 BOT CHORD 1-16=-7932/14532, 15-16= 7932/ 14532,14 -15 =- 8831/15945,13 -14= -6977 /12421,12 -13 =- 144312571, 11 -12 =- 1443/2571,10 -11 =- 9716/5493, 8- 10=- 9716/5493 WEBS 4-14=- 697/405, 6 -11 =3501/1975, 5 -13 =- 1640/940, 7- 10=- 7011/3997, 2- 16=-482/1064, 5 -14=- 1933/3685, 6 -13 =- 6013110761, 3 -16 =- 2573/4659, 2 -15 =- 1920/992, 4 -16 =-407512328, 7- 11=- 7453/13149 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1797 Ib down and 1063 Ib up at 124-8, and 1111 Ib down and 657 Ib up at 14 -10-4 on bottom chord. The design/selection device(s) is the of such connection responsibility of others. 2) 2-ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 04-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentr down and 1063 Ib up at 124-8, and 1111 Ib down and 667 Ib up at 14 -104 on bottom cho design/selection of such connection device(s) is the responsibility of others. 3) All Toads are considered equally applied to all except if noted as front (F) or back (B r> 4 A a .. p0 [land() lilino if ©Pik u i CONSULTING ENGINEERS, PA �5 CIVIL /STRUCTURAL ed 1 s) 797 Ib P.E. 22249 .- 7220 S.W. 39th TERR MIAMI, FLA, 33155 ' TEL - (305) 262 -6225 FAX - 262 (305) -2014 plies, .. CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), OCT 087009 unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. Continued on page 2 Job 8 -10 -09A Truss T1 Truss Type ROOF TRUSS Qty 1 Ply MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:28 2009 Page 2 NOTES 5) Wind: ASCE 7-02; 148mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2601 Ib uplift at joint 1, 2990 Ib uplift at joint 8 and 5104 Ib uplift at joint 10. 10) Girder carries tie-in span(s): 20 -1-0 from 0 -0-0 to 12-4 -8 11) Uplift for first LC exceeds limits 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1797 Ib down and 1063 Ib up at 12144, and 1111 Ib down and 657 Ib up at 14-104 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1- 3 =-90, 3- 4=-90, 4- 6 =-90, 6-0= -90,1 -13 =. 499(F= 479), 8- 13 = -20 Concentrated Loads (Ib) Vert: 11=- 1111(13) 13=- 1797(F) ortlarodo n n 1fortu CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 22249 7220 5.W. 590) TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 OCT 0 82009 Job 8 -10 -09A Truss T10 Truss Type ROOF TRUSS Qty 1 PIy 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:29 2009 Page 1 -1-0.01 5 -8-11 10-3-14 14-11-0 17 f 20-6-2 26-4-15 ' 30-7 -4 1 1 1 1 1 1-5-0 54-11 4-7 -2 4-7 -2 0-8-5 4-10-13 4-10-13 6.2.5 Scale = 1:58.7 2.50 rir 5x6 = 4x6 = 3x4 = 3x6 = 3x4 11 3x4 3x5 6 7 8 9 10 3x4 pi i (:-.:i 3 1 -� .. �.. u ri co 4x10 = 16 16 14 13 12 11 2x4 11 3x4 = 6x8 = 3x5 = 7x6 = 3x4 = 6-8-11 10-3-14 14-11-0 1r1-7f 22 -11-8 30-7-4 1 1 I 1 I 5-8-11 4-7 -2 4-7 -2 0-8-5 7-4-4 7 -7 -12 Plate Offsets (X,Y). [14:04-0,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.71 Vert(LL) 0.59 15 >607 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.79 Vert(TL) -1.01 15 >357 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.22 11 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -11 -12 oc BOT CHORD 2 X 4 SYP No.2ND *Except* purlins, except end verticals. 2 -14 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3 -8-12 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 9 -11 10 -112 X 6 SYP No.2ND REACTIONS (Ib /size) 11 =1648/03 -8, 2=1814/0-8-0 Max Harz 2 =274(LC 2) Max Uplift11 =-950(LC 2), 2=- 1170(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 23 =- 593212983, 3-4=- 5156/2734, 4-5 =- 5095/2739, 5- 6= 4077/2240, 6 -7 =4010/2255, 7.8 =4106/2295, 8.9= 3027/1689, 9- 10=- 103/43, 10 -11 =- 234/189 BOT CHORD 2- 16= 3079/5721,16 -16= 3079/5721,14 -15 =- 2779/5009,13 -14=- 2304/4115,12 -13 =- 2101/3647, 11- 12 =- 1342/2292 WEBS 3 -16 =0/102, 3 -15 =- 823/311, 6 -15 =- 57/333, 5 -14=- 1208/626, 6- 14=475/1241, 7 -14=- 891/404, 7 -13 =- 222/197, 8 -13 =- 229/666, 8 -12= -984/665, 9 -12 =- 551/1168, 9 -11 =- 2664/1522 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =6.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosprriorg08itty assurance inspection. Qo P D all CI OO llf o ff 00ll i ll.11(Fll ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstan ®I • plift at CONSULTING ENGINEERS, P.A. joint 11 and 1170 Ib uplift at joint 2. CIVIL / STRUCTURAL P.E. 22249 LOAD CASE(S) Standard 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 \." OC I u 82009 Job 8 -10 -09A Truss T11 Truss Type ROOF TRUSS Qty 2 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:29 2009 Page 1 1 4x10 = 8-0-4 8-0.4 9-4-7 14-11-0 6 -10-12 2.50 12 2x4 \\ 3x5 17 -74 2-8-5 4x8 = 6 6x6 = 24-1 -4 I 30-7 -4 64-0 64-0 4x10 = Scale = 1:68.7 3x6 11 7 8 4 = - J 14 13 12 11 3x6 = 5x6 WB= 4x8 = 4x5 = 9-4-7 17 -7-5 8-2 -14 24-1 -4 10 2x4 11 9 7x6 = 30-7 -4 64-0 64-0 N LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC20041TP12002 CSI TC 0.86 BC 0.79 WB 0.82 (Matrix) DEFL in (loc) Udefl Vert(LL) 0.6412 -14 >564 Vert(TL) - 1.1512 -14 >313 Horz(TL) 0.22 9 n/a Lid 240 240 n/a PLATES GRIP MT20 244/190 Weight: 143 Ib LUMBER TOP CHORD 2 X 4 SYP SS *Except* 5-6 2 X 4 SYP No.2ND, 6-8 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND *Except* 2- 132X4 SYP SS WEBS 2 X 4 SYP No.3 *Except* 8-9 2 X 6 SYP No.2ND REACTIONS (lb /size) 9= 1648/0 -3.8, 2 =1814/0 -8-0 Max Horz 2= 242(LC 2) Max Uplift9=- 938(LC 2), 2 =- 1166(LC 2) BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 1 -11 -13 oc purlins, except end verticals. Rigid ceiling directly applied or 3-9-0 oc bracing. 1 Row at midpt 7-9 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2.3 =- 5836/3014, 34=- 5366/2765, 4-5 =- 5298/2778, 5- 6= 4878/2700, 6- 7= -4683/2576, 74=- 159/90, 8- 9 =- 278/228 BOT CHORD 2-14=-3066/5624, 13-14=-2193/3943, 12- 13=- 2193/3943, 11-12=-1846/3257, 10-11=-1846/3257, 9 -10 =- 1846/3257 WEBS 3 -14= -699/527, 5- 14=411/1476, 5 -12 =- 645/1319, 6 -12 =- 1347/847, 7 -12 =- 790/1541, 7 -10= 0/112, 74 = -3357/1901 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen fo assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding joint 9 and 1166 Ib uplift at joint 2. LOAD CASE(S) Standard 38Ib upl of POaU1t d© 1 o if ©rtun CONSULTING ENGINEERS, RA, CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 3656 TEL - (305) 262 -6225 FAX - (305) 262-2014 OCT 0 82009 1 Job 8- 10-09A Truss T12 Truss Type ROOF TRUSS Qty 2 Ply MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:30 2009 Page 1 -15-0I 8-0-4 7411-0 19-75 25-14 ( 30-74 I ' I 1-5-0 8.0-4 6 -10-12 4-8-5 I 6.6.0 6-6-0 Scale = 1:69.9 2.50 rfr 4x6 = 2x4 * 3x4 3x4 5 4x6 = 3x4 = 3x8 = - 3 4 -- 6 7 8 9 c7 N' 1 2 `.� _ \� m 16 15 14 13 12 11 17 10 3x8 = 7x6 = 3x4 = 4x6 = 3x8 = 3x4 11 3x8 = 10-4 -7 19-7-5 25-1-4 30-7 -4 ' I 10-4-7 9-2 -14 I ( 5-6-0 6.60 Plate Offsets (X,Y) [11:0-3-8,0-1-81, [15:0- 3 -0,0.4 -8] LOADING (pst) SPACING 2 -0-0 CSI DEFL in (lac) I/deti L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.71 Vert(LL) 0.42 14-15 >863 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.53 Vert(TL) -0.70 14-15 >515 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.08 10 nla n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 333 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc BOT CHORD 2 X 6 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 "Except* BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. 9 -10 2 X 6 SYP No.2ND REACTIONS (Ib /size) 10 =1648/034, 2= 1814/0 -8-0 Max Horz 2 =1354(LC 6) Max Uplift10 =- 1179(LC 6), 2 =- 1683(LC 5) Max Gray 10 =1910(LC 3), 2 =2337(LC 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 23 =- 8453/5560, 34=- 6596/3996, 44= 4014/3485, 5-6 =4260/3746, 6- 7 =- 6053/3396, 9- 10=- 1747/1132, 7- 8= 4192/3611, 8.9 = -4671/2902 BOT CHORD 2 -16= -4360/ 6007,15 -16 =3330/6007,14 -15 =- 2347/4217,13 -14= 3085/5658,12 -13 =3107/4877, 11- 12=3107/4877,11 -17 =- 1838/1970,10 -17 =- 1300/1431 WEBS 3 -15=- 9331706, 5 -15 =1468/1287, 5 -14=- 1289/2181, 6 -14=- 8711667, 8 -11 =- 1466/1029, 7 -13 =- 1388/814, 9 -11 =- 2805/4537, 8 -13 =- 1618/2513, 6- 13=- 697/794 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. / 2) All loads are considered equally applied to all plies, except if noted as front (F) or bac `« : }'^fa . ' _9 *ROUE do [ i1 . ff 0 111 I�,JJ i CASE(S) section. Ply to ply connections have been provided to distribute only loads s: or (B), CONSULTING ENGINEERS, EA, unless otherwise indicated. <; . CIVIL / STRUCTURAL 3) Unbalanced roof live loads have been considered for this design. " , • P.E. 22249 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Cat -' n < C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. s, ; 7220 S.W. 39th TERR MIAMI, FLA, 33155 5) Provide adequate drainage to prevent water ponding. TEL (305) 262-6225 FAX - (305) 262-2014 6) This truss requires plate inspection per the Tooth Count Method when this truss is clioseTrfu quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1179 Ib uplift at OCT 0 82009 joint 10 and 1683 Ib uplift at joint 2. Continued on page 2 Job 8 -10 -09A Truss T12 Truss Type ROOF TRUSS Qty 2 Ply MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 NOTES 8) This truss has been designed for a to 30 -74 for 2205.0 pif. LOAD CASE(S) Standard 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:30 2009 Page 2 total drag load of 4410 Ib. Connect truss to resist drag Toads along bottom chord from 0 -0-0 to 1 -0-0, 29-7-4 OO HonGdIOO on. u0O rtt CONSULTING ENGINEERS, PA. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 Job 8 -10 -09A Truss T2 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:30 2009 Page 1 -1-6.0 6-7-0 I 10-0-8 1-5-0 6-7-0 4-5.8 2.50 Fir 4x6 = 4 14.8.0 45-8 20-1-0 6-7-0 1 21.6 -0 I 1dr0 Scale = 1:38.8 3x8 = 7-0-14 10 9 3x4 =3x4 = 8 3x4 = 13-0-2 3x8 = 20-1-0 7-0-14 6 -11t6 7-0-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.61 BC 0.75 WB 0.21 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) 0.32 8 -10 >732 240 Vert(TL) -0.58 8 -10 >401 240 Horz(TL) 0.12 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -10 -12 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. REACTIONS (Ib /size) 2= 1225/0 -8 -0, 6= 1226/0 -8-0 Max Uplift2=- 841(LC 2), 6=- 841(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2- 3 = -3434/1649, 3-4=- 3035/1434, 4-5 =- 3035/1434, 5-6 =-3434/1649, 6 -7 =0/21 BOT CHORD 2 -10 =- 1506/3292, 9 -10 =- 1066/2397, 8-0 =- 1066/2397, 6- 8 =- 1506/3292 WEBS 3- 10 =- 496/335, 4-10 = - 205/711, 4-8 =- 205/711, 5- 8 =- 496/335 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 841 Ib uplift at joint 2 and 841 lb uplift at joint 6. LOAD CASE(S) Standard ®H o d 0O riw., 1fOO •lfh(uJ frail CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 • Job 8 -10 -09A Truss T2A Truss Type ROOF TRUSS Qty 5 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08 :49:31 2009 Page 1 5-7-0 6-7-0 2.60 IV 10-0-8 4-5-8 4x6 = 4 14-6.0 4-5.8 20-1-0 6-7-0 Scale = 1:37.3 3x10 = 7-0-14 9 8 3x4 = 3x4 = 7 3x4 = 13-0-2 3x10 = 20-1-0 7-0-14 6-11-0 7-0-14 ( Io LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.61 BC 0.86 WB 0.24 (Matrix) DEFL In (loc) Udefl Ud Vert(LL) 0.34 7-9 >689 240 Vert(TL) -0.61 7-9 >386 240 Horz(TL) 0.12 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. REACTIONS (Ib/size) 6= 1071/0 -3-8, 2= 1243/0 -8-0 Max Horz 2=41(LC 2) Max Uplift6=- 547(LC 2), 2 =- 859(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2.3 =- 3507/1725, 3-4=-3107/1509, 4- 5= -3204/1623, 5- 6= -3657/1893 BOT CHORD 2 -6=- 1621/3363, 8-9 =- 1189/2474, 7-8 =- 1189/2474, 6- 7=- 1795/3519 WEBS 3-9=495/337, 49 =- 194/707, 4-7 =- 330/813, 5- 7=- 567/416 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 547 Ib uplift at joint 6 and 859 Ib uplift at joint 2. LOAD CASE(S) Standard OO it and0O i im1, fort 8ll1)' CONSULTING ENGINEERS, EA, CIVIL / STRUCTURAL P.E. 22249 TEL - ( 5.W. �5)j 239th 225 FAX (305) 262-2014 OCT 082009 Job 8 -10 -09A Truss T3 Truss Type COMMON TRS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:31 2009 Page 1 -1-5-0 6-1-8 7-4-12 9-8-0 14-9-8 I I I I 1-5-0 5-1-8 2-3-4 2-3-4 5.1-8 Scale = 1:28.1 6x6 = 2.60 Fir - 3x5 4 3x5 ► 3 6 N a i1a a ` i 1 . 6 �� 103.1.7.4 3x8 3x8 9 8 7 3x10 = 3x10 = 3x6 II 8x14 MT20Hc 3x6 II 5-1-8 7-4-12 9-8-0 14-9-8 I I I 5-1-8 2-3-4 2-3-4 5-1-8 Plate Offsets (X,Y). [2:1- 5- 3,0 -1-8], [2:0 -04,0 -0-8], [6:0 -04,0 -0-8], [6:1- 5 -3,0 -1-8], [8:0 -7 -0,044] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.62 Vert(LL) 0.39 8-9 >436 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -0.69 8-9 >250 240 MT2OH 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2004/1PI2002 (Matrix) Weight: 139 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 3 -0-7 oc BOT CHORD 2 X 6 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -1 -11 oc bracing. REACTIONS (Ib /size) 6= 6125/024, 2= 4293/0 -8-0 Max Horz 2 =65(LC 2) Max Uplift6=- 2539(LC 2), 2= 2408(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2.3=- 16111/8026, 3-4=- 13488/6770, 4-6=- 13498/6776, 6-6 =- 16099/7996 BOT CHORD 2-6=- 7783/15674, 8-9=-7783/16674, 7.8 =- 7777/15716, 6- 7=- 7777/16716 WEBS 3-9=- 809/1834, 3-8=-2771/1364, 4.8 =- 2462/4941, 6-8 =- 2809/1367, 5- 7= 450/1571 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2352 Ib down and 1246 Ib up at 5 -1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . 2) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0.4-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support con - - -�, . down and 1246 lb up at 6 -1-0 on bottom chord. The design/selection of such corn - { x a, : fiJ13 d QO [ 11�f o ff O n M ri li 1 responsibility of others. NSULTING ENGINEERS, P.A. 3) All loads are considered equally applied to all plies, except if noted as front (F) or b ) i the LOk8 CIVIL / STRUCTURAL CASE(S) section. Ply to ply connections have been provided to distribute only loads or (B), P.E. 92249 unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 7220 S.W. 39th TERR MIAMI, FLA, 33155 5) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Cat C rfc` ,62 -6225 FAX - (305) 262 -2014 C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. ® 6) All plates are MT20 plates unless otherwise indicated. OCT 0 82009 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. Continued on page 2 Job 8 -10 -09A Truss T3 Truss Type COMMON TRS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:31 2009 Page 2 NOTES 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2539 Ib uplift at joint 6 and 2408 Ib uplift at joint 2. 9) Girder carries tie -in span(s): 224-0 from 5 -1-8 to 14-9-8 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2352 Ib down and 1246 Ib up at 5 -1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1.4= -90, 46= -90, 2 -9= -20, 6- 9= -580(F =-560) Concentrated Loads (Ib) Vert: 9=-2352(F) ©Hondo moo 'Toulon CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TEP.R MIAMI, FLA, 33155 TEL - (305) 262 -0225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss T4 Truss Type ROOF TRUSS Qty 7 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:31 2009 Page 1 -14-0 7-4-12 14-9 -8 18-24 I I I ' 1-6-0 7-4-12 7-4-12 1-6-0 Scale = 1:29.8 6x6 = 2.50 Fir 3 MI N isi O I 2 4 ■■ �� ► ► t PEI—A 3x6 = 6 3x5 = 5x6 = 7-4-12 14-9-8 I 7-4-12 7-4-12 Plate Offsets (X,Y): 16:0- 3 -0,0 -3 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.57 Vert(LL) 0.13 6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.30 24 >569 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 51 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-2 oc bracing. REACTIONS (Ib /size) 2 =934/04-0, 4= 934/0 -8-0 Max Uplift2=497(LC 2), 4=- 697(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 =0/21, 2-3 =- 2062/914, 3-4=-2062/914, 4-5 =0/21 BOT CHORD 2- =- 780/1948, 4-6 =- 780/1948 WEBS 34=0/194 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 697 Ib uplift at joint 2 and 697 Ib uplift at joint 4. LOAD CASE(S) Standard d ffortun Bp o k t,� CONSULTING ENGINEERS, P.A. . ; CIVIL / STRUCTURAL P.E. 22249 d. 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 082009 Job 8 -10 -09A Truss T4A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:32 2009 Page 1 di." 7-4-12 14-9 -8 I I i 1-5-0 7-4-12 7.412 Scale = 1:27.7 5x8 = 2.50 12 3 cv Ink n ► 5 ► 3x5 s 3x6 6x6 = 7-4-12 149.8 I i 7-4-12 7-4-12 Plate Offsets (X,Y) [5:04 -0,0 -3-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loci Udefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.59 Vert(LL) 0.19 4-5 >916 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.34 4-5 >494 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 49 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-3 -12 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -7-0 oc bracing. REACTIONS (Ib /size) 4= 767/0 -8 -0, 2= 944/04-0 Max Horz 2=41(LC 2) Max Uplift4=-393(LC 2), 2= 715(LC 2) FORCES (Ib) - Maximum Compression/Maxunum Tension TOP CHORD 1 -2 =0/21, 2-30- 2126/1031, 3-0=- 2123/1027 BOT CHORD 2 -0 =- 936/2011, 4- 5= 436/2011 WEBS 3-5 =0/208 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 Ib uplift at joint 4 and 715 Ib uplift at joint 2. LOAD CASE(S) Standard . ©gland() m. 'Tartan CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL t P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 082009 Job 8 -10 -09A Truss T4B Truss Type ROOF TRUSS Qty 2 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:32 2009 Page 1 -1-5-0 7-4-12 14-9-8 ( I I 1-5-0 7-4-12 7-4-12 Scale = 1:27.8 6x8 = 2.60 12 3 OM wool o " t ►l 3x6 = 6 3x6 = 5x6 = 7-4-12 14-9 -8 I 7-4-12 7-4-12 Plate Offsets (X,Y): [2:0- 2- 8,0 -1-8], [4:0- 2- 8,0 -1-8], [5:0- 3 -0,0 -3 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.61 Vert(LL) 0.20 4-5 >861 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.71 Vert(TL) -0.38 4-5 >456 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 49 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. REACTIONS (Ib /size) 4= 778/0 -3-8, 2= 954/0 -8-0 Max Horz 2 41(LC 2) Max Uplift4= -399(LC 2), 2=- 720(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 22 =- 2182/1061, 3-0=- 2178/1066 BOT CHORD 2- 5= -965/2066, 4- 5= -966/2066 WEBS 3-0 =0/211 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 Ib uplift at joint 4 and 720 lb uplift at joint 2. LOAD CASE(S) Standard CONSULTING ENGINEERS, P.A. �4 CIVIL / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 35155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss T5 Truss Type ROOF TRUSS Qty 1 PIy MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:33 2009 Page 1 4-5-0 10-9-4 17 -1-8 25-0-0 I 30-1 -4 I-1-5-011-3-81 118-11-8 I 1 I 1-5-0 1-3-8 3-1-8 6-4-4 6-4-4 1 -10-0 6-0-8 5-1-4 Scale = 1:64.4 2.50 Fir 8x16 = 8x12 = 4x5 4 6 6 3x8 4x8 tr. 3 mu 7 3x4 •am a 1•11. Al 2 8 -_ TA' 1 G I ' -" 4x10 = ® 4x5 21 22 161-0 19 18 16 15 14 13 12 11 120 17 3x10 11 7x8 = 6x12 = 4x6 = 6x6 = 2x4 11 5x6 = 6x6 = 4x6 = 18 -11-8 4-5-0 7 -13 16-9-8 171 148 25-0-0 1 29 -11.8 34-4 113-81 [ 1 1 1-3-8 3-1-8 2-8-8 9-8-0 0-4-0 6-0-8 4-11 -8 0-1 -12 1 -10-0 Plate Offsets (X,Y): [1:0- 8- 8,0 -2 -0], [5:0- 8 -0,0 -3 -13] [10:04- 1,0- 2 -10], [17:0 -3 -0,04.4], [18:04 -0,04 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.74 Vert(LL) 0.40 1 -19 >489 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.74 1 -19 >262 240 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) -0.04 10 n/a n/a BCDL 10.0 Code FBC2004ITPI2002 (Matrix) Weight: 548 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND *Except` TOP CHORD Structural wood sheathing directly applied or 10 -0-0 oc 1-5 2 X 6 SYP SS purlins. BOT CHORD 2 X 6 SYP No.2ND *Except* BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing, 18 -20 2 X 6 SYP SS Except: WEBS 2 X 4 SYP No.3 *Except* 10 -0-0 oc bracing: 1- 20,10 -11 4 -17 2 X 6 SYP No.2ND 5 -7 -10 oc bracing: 16 -17. SLIDER Right 2 X 4 SYP No.3 2-4-12 REACTIONS (Ib /size) 20= 1230 /0- 8 -0,16= 1850 /0-8 -0,10=440 /Mechanical, 17= 1514410 -8-0 Max Uplift20 =-472(LC 2),16 =- 1219(LC 2),10 =328(LC 2),17 =- 7525(LC 2) Max Gray 20 =1244(LC 3),16=2955(LC 4),10 =897(LC 4), 17 =15562(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 82312289, 23 =- 8070/12764, 3- 4=- 8010/16429, 4-5 =-6960/14283, 5-6=- 7071/14510, 6- 7= -4960/10333, 7-8 =- 2229/5258, 8- 9=- 549/2196, 9- 10=- 569/2207 BOT CHORD 20- 21 = -0/0,1 21 = -0/0, 1 -22 =- 2053/798,19 -22 =- 2053/798,18 -19 =- 2053/798,17 -18 =- 12543/6117, 16- 17 =- 1568517843,15 -16 =- 9796/4898,14 -15 =9796 /4898,13 -14=- 5174/2341,12 -13 =- 2061/589, 10 -12=- 2061/589,10- 11 =0/0 WEBS 5 -16 =- 5001218, 6 -16=- 9155/4642, 6 -14=- 2638/5196, 7- 14=-6368/3278, 8-12=-748/1562, 4-17 = - 8156/3845, 3- 18=- 2229/4256, 3-17=-4561/2482, 4 -16 =- 2204/4829, 2 -19 =- 2712/5575, 2 -18 =- 11564/5853, 7-13=-2361/4739, 8- 13= 3752/1966 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated down and 113 Ib up at 14-0, and 2492 Ib down and 1161 Ib up at 7 -1-8, and 1718 Ib down and 1L u O 0 O ��1P o �( 21 -8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of (it CONSULTING ENGINEERS, P.A. 2) 3 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: I CIVIL / STRUCTURAL Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. F:E. 22249 Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc. % 7220 5.W. 39th TERR MIAMI, FLA, 3315 Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0 -9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated TEL - (305) 262 -6225 FAX - (305) 262 -2 down and 113 Ib up at 14-0, and 2492 Ib down and 1161 Ib up at 7 -1-8, and 1718 Ib down and 801 Ib up at 82009 21.54 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job 8 -10 -09A Truss T5 Truss Type ROOF TRUSS Qty 1 Ply 3 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:33 2009 Page 2 NOTES 3) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live Toads have been considered for this design. 5) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 20,1219 Ib uplift at joint 16, 328 Ib uplift at joint 10 and 7525 Ib uplift at joint 17. 10) Girder carries tie-in span(s): 22-8-0 from 7 -1-8 to 21-8 4; 14 -0-0 from 21-84 to 30 -14 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 Ib down and 113 Ib up at 1-8-0, and 2492 Ib down and 1161 Ib up at 7 -1-8, and 1718 Ib down and 801 Ib up at 21-84 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -5 = -90, 5 -6 = -90, 6- 10 =-90,1 -20= -110,1 22 =- 20,13- 22=- 580(F =- 560),11- 13 = -342(F =-322) Concentrated Loads (Ib) Vert: 13=- 1718(F) 21=- 242(F) 22=- 2492(F) obrilando fog ro CONSULTING ENGINEERS, F.A. CML / STRUCTURAL F.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 B OCx 0 82009 Job 8 -10 -09A Truss T6 Truss Type ROOF TRUSS Qty 1 PIy MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:33 2009 Page 1 4-5-6 8-7-4 13-8-0 19-74 22-8-0 1 I ( I I 444 4-1 -14 5-0-12 5-11-8 3-0-8 Scale = 1:42.1 2.60 Fir 4x6 - 3x6 - _ 3x6 6 7 0 N. c. 5x8 - 2x4 II 4x8 = 5x6 = 5 1 2 3 4 ■' 1W1 3x4 I .. It 14 13 12 11 10 9 8 11 6x10 = 2x4 11 6x12 MT2OH= 3x6 - 3x10 = 2x4 11 4-58 8-7.4 13-8-0 19-7-8 22-8.0 I I ( I I 4-5-8 4-1 -14 5-0-12 5-11 -8 3-0-8 Plate Offsets (X,Y) [11:0 -6 -0,041] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004ITPI2002 CSI TC 072 BC 0.66 WB 0.65 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.66 11 -12 >414 240 Vert(TL) -1.05 11 -12 >256 240 Horz(TL) 0.12 8 n/a n/a PLATES GRIP MT20 244/190 MT2OH 187/143 Weight: 227 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc BOT CHORD 2 X 4 SYP SS purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except" BOT CHORD Rigid ceiling directly applied or 54 -13 oc bracing. 1 -13 2 X 4 SYP No.2ND REACTIONS (lb/size) 14=2352/0 -8 -0, 8 =1719/0 -3-8 Max Harz 14=96(LC 2) Max Uplift14=- 1371(LC 2), 8 =- 990(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -14=- 2164/1306,1 -2 =- 7495/4369, 2-3 =- 7496/4359, 3-4=- 9901/5618, 4-5 =4904/2732, 5-6 =- 1913/1062, 6-7=-1855/1062, 7-8 =- 1668/984 BOT CHORD 13- 14=471/ 642,12 -13= -6994/ 11919,11 -12 =- 6994/11919,10 -11 =- 5652/9766, 9 -10 =- 2743/4784, 8.9= -32/53 WEBS 1 -13= 4112/7075, 2 -13 =- 558/423, 3 -13 =-0577/2628, 3 -12 =- 544/1092, 3 -11 =- 2071/1315, 4-11 = - 242/529, 5-0 = -3353/1919, 6-0 =0/117, 7-9 =- 1354/2368, 6 -10 =- 1074/1948, 4- 10=- 5312/3102 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 976 Ib down and 577 Ib up at 8 -74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 2) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected follows: 2 X 4 0 as -1 row at -9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated I down and 577 Ib up at 8-74 on bottom chord. The design/selection of such connection devi responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face CASE(S) section. Ply to ply connections have been provided to distribute only loads noted a unless otherwise indicated. O (p Q a X11 d] Qp RM . Vona ' CONSULTING ENGINEERS, PA, d(s b ��� CIVIL /STRUCTURAL ) `isfih �z. P.E. 22249 P: in the AA .; D 7220 5.W. 39th TER MIAMI, FLA, 3315E ' P''`° ' ; TEL - (305) 262 -6225 FAX - (305) 262 -2C 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =16ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; OCT 0 82009 C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water ponding. Continued on page 2 Job 8 -10 -09A Truss T6 Truss Type ROOF TRUSS Qty 1 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:33 2009 Page 2 NOTES 6) All plates are MT20 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1371 Ib uplift at joint 14 and 990 Ib uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 976 Ib down and 577 Ib up at 8-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 3 =- 151(F =-61), 3.4= -90, 4 -6 = -90, 6 -7 =- 90,12- 14=- 34(F = -14), 8- 12 = -20 Concentrated Loads (Ib) Vert: 12=- 976(F) l O [i c r d ( ) can. BOYt i 11 CONSULTING ENGINEERS, P.A. kf CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TER MIAMI, FLA, 33155 TEL - (305)262 -6225 FAX - (305) 262-2014 �f`T ®Q�nn0 1 Job 8 -10 -09A Truss T7 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:33 2009 Page 1 6-7 -12 12 -2-0 17-3-4 ' 22-8 -0 I ( I 6-7 -12 6-8-4 6-1-0 6-4-12 Scale = 1:39.5 5x6 = 2.50 12 3 2x4 O : Job 8 -10 -09A Truss T7A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:34 2009 Page 1 ( 6-7-12 12 -2-0 17-3-4 2248.0 ( I I 6-7 -12 5-6-4 5-1-4 6 -4-12 Scale = 1:39.6 5x6 = 2..50 Fr 3 2x4 2x4 • Zs- a 4 s miiiiiiiiiiiiiiinli e ii 3x8 3x10 = 9 8 7 6x8= 3x5 = 3x5 = 3x4 = I 8-2-9 16-3-8 22-8-0 I I 8-2-9 7 -1-0 7-4-8 Plate Offsets (X,Y): [1:0 -1- 12,0 -0-1], [6:0 -0- 10,0 -3-5] LOADING(psf) SPACING 2 -0-0 CSI DEFL in floc) 1/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.65 Vert(LL) 0.38 7-9 >714 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.69 7-9 >391 240 BCLL 0.0 Rep Stress Incr YES WB 022 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc BOT CHORD 2 X 4 SYP No.2ND *Except* purlins. 1.8 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 2-8 -1 REACTIONS (Ib /size) 1 =1228/0 -8 -0, 6= 1228/0 -34 Max Uplift1 =- 638(LC 2), 6 =- 638(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=4153/2188, 2-2=-3674/1909, 3-4= 4120/1631, 4-5 =- 3350/1813, 54=- 3428/1807 BOT CHORD 1.9=- 2073/3991, 8-9=- 1346/2711, 7-8=- 1346/2711, 6- 7=- 1671/3233 WEBS 2- 9= 426/470, 3-9= 435/1056, 3 -7 =- 122/527, 4-7 =- 368/280 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 Ib uplift at joint 1 and 638 Ib uplift at joint 6. LOAD CASE(S) Standard es x �' .0rrlerndoO mo 'ffarbi CONSULTING ENGINEERS, EA, CML / STRUCTURAL PE. 22249 7220 SW. 39th TEM MIAMI, FLA, 33155 TEL - (305) 262 -6255 FAX - (305) 262-2101 OCT 0 82009 Job 8 -10 -09A Truss T8 Truss Type ROOF TRUSS Qty 2 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:34 2009 Page 1 -1.54 , 4-84 9-4-8 10-98 1-5-0 2.50 I 12 4-8-4 4x6 = 3 4-8.4 1-0-0 Scale = 1:20.7 3x4 = 4-8-4 2x4 11 9-48 3x4 = 484 4-94 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.25 WB 0.03 (Matrix) DEFL in (loc) Udefl Ltd Vert(LL) -0.03 6 >999 240 Vert(TL) -0.08 6 >999 240 Horz(TL) 0.02 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -7-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 2= 636/0 -8 -0, 4=636/0 -8-0 Max Uplift2=- 553(LC 2), 4=- 553(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2.3 =- 1053/341, 3-4=-1053/341, 4-5 =0121 BOT CHORD 24=-238/980, 4-6 =- 238/980 WEBS 3-6 =0/102 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 553 Ib uplift at joint 2 and 553 Ib uplift at joint 4. LOAD CASE(S) Standard rij Hondo m. fortis CONSULTING ENGINEERS PA. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -201 OCT 0 82009 Job 8 -10 -09A Truss T9 Truss Type ROOF TRUSS Qty 2 Ply 2 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:34 2009 Page 1 1 -1.6-01 5 -8-11 1.5.0 10 -3-14 5-8-11 4-7 -2 14-11-0 2.60 12 4-7 -2 4x5 = 19-6-2 4-7 -2 24-1-0 4-7-2 ( 29-10-0 131 5-8-11 1-0 Scale = 1:62.9 4x6 = 5-8-11 5-8-11 17 2x4 11 16 3x4 = 10 -3-14 4-7 -2 15 14 3x5 = 3x8 = 13 12 4x6 = 3x6 = 14-11-0 1 19-6.2 1 24-1-5 4-7 -2 4-7 -2 4-7 -2 11 2x4 11 29-10-0 5-8-11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.34 BC 0.60 WB 0.17 (Matrix) DEFL in (loc) Udefl Vert(LL) 0.3514 -16 >998 Vert(TL) -0.6314 -16 >555 Horz(TL) 0.12 10 n/a Lid 240 240 n/a PLATES GRIP MT20 244/190 Weight: 283 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc BOT CHORD 2 X 4 SYP No.2ND *Except' purlins. 10 -13 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 1766/0 -8 -0, 10 =1599/0 -8-0 Max Horz 2=47(LC 2) Max Uplift2=- 1128(LC 2),10=- 825(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2.3 =- 5723/2810, 3-0=-494012544, 4- 6=-4901/2551, 5-6 =- 3842/2039, 6-7=-3842/2039, 7- 6=-5011/2626, 8-9=- 5052/2620, 9- 10=- 5901/3028 BOT CHORD 2 -17 =- 2682/5518,16 -17 =- 2682/5518,15 -16 =- 2367/ 4798,14 -15 =- 2367/4798,13 -14=- 2440/4906, 12- 13=- 2438/4906,11 -12 =- 2907/5713,10 -11 =- 2907/5713 WEBS 3 -17 =0/95, 3 -16=- 821/326, 5 -16 =- 65/333, 5 -14=- 1239/639, 6 -14=- 514/1121, 7 -14=- 1342/719, 7- 12=- 126/404, 9 -12 =498/482, 9 -11 =-3/99 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf, BCDL= 5.0psf; Category I; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chose foOraq assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstand! ` 1& = ,121.1.1 joint 2 and 825 Ib uplift at joint 10. Following joints to be plated by qualified designer: Joint(s) 10, not plated. LOAD CASE(S) Standard ©g land() woo °Tarawa lased; CONSULTING ENGINEERS, 1 A CIVIL / STRUCTURAL PE. 27.249 lift WO SW. 39th 1ERR MIAMI FLA, 5S155 TEL - (3O5) 262 -6225 FAX- (3O5) 262-20K OCT 0 82009 d' Job 8 -10 -09A Truss V10 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:35 2009 Page 1 5-0-0 10-1-0 5.6-0 2.50 Fir 4x5 = 2 4-7-0 2x4 () 3 Scale = 1:17.1 s♦ � • • 3x4 10-1-0 2x4 p 2x4 1) 10-1-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.36 BC 0.08 WB 0.08 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 1=228/10 -1 -0, 4=125/10 -1 -0, 5= 377/10 -1-0 Max Horz 1 =70(LC 2) Max Upliftl=- 132(LC 2), 4=-98(LC 2), 5 =- 205(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 81/11, 2 -3 = -0/0 BOT CHORD 1-5 =-43/49, 4 -5 =0/0 WEBS 2-5 =- 2931252, 3-4=-115/103 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at joint 1, 98 Ib uplift at joint 4 and 205 Ib uplift at joint 5. LOAD CASE(S) Standard ©Nan () mo ffortun CONSULTING ENGINEERS, M. CML / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss V12 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:35 2009 Page 1 4-1-0 12 -10.0 I ' 1 4-1-0 8-9-0 Scale =1:22.5 2.50 Fir 3x4 - 3x8 11 3x8 11 2 3 4 5 ■ ►•••••••••••••••••••••••••• .•••••••••••••••• .......�• •4∎• ����.• ...• �• �•.*.*....• �• �• �••••••• •• •• �• �• �• �• �• �• � •�•�•�•�•�•�•�•�•�••• •�•�•�••• • 3x4 3x8 11 12 -10-0 12 -10-0 Plate Offsets (X,Y). [2:0- 2 -0,0 -0-1] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 1= 164/12 -10 -0, 6= 213/12 -10 -0, 7= 479/12 -10 -0, 8= 384/12 -10-0 Max Horz 1=44(LC 2) Max Uplift1 = -85(LC 2), 6=- 130(LC 2), 7 =- 293(LC 2), 8 =- 228(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 189/82, 2-3=- 162/100, 3-4=- 162/100, 4-5 =- 162/100, 5-6 =- 178/154 BOT CHORD 1-8=-100/162, 7-8 =- 100/162, 6 -7 =- 100/162 WEBS 4- 7= -389/332, 3-8 =- 299/254 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstand! a.. : ,. , u . ' at joint 1,130 lb uplift at joint 6, 293 Ib uplift at joint 7 and 228 Ib uplift at joint 8. LOAD CASE(S) Standard CONSULTING ENGINEERS, PA CIVIL / STRUCTURAL PE. 22249 r "� 4' 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 0 82009 Job 8 -10 -09A Truss V14 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:35 2009 Page 1 8-1-0 8-1-0 14-2-0 6-1-0 4-101 0.8-0 Scale = 1:26.0 3x4 2x4 11 3x4 = 14-10-0 2x4 11 2x4 11 2x4 I1 2x4 11 14 -10-0 LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.31 BC 0.17 WB 0.09 (Matrix) DEFL in floc) Udefl Ltd Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) -0.00 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1=213/14 -10 -0, 7 =-45/14- 10 -0,12= 523/14 -10 -0, 10 =144/14 -10 -0, 9= 378/14 -10 -0, 8 =248/14 -10-0 Max Horz 1 =100(LC 2) Max Uplift1 =- 100(LC 2), 7 = -62(LC 3), 12 =- 290(LC 2), 10=-86(LC 2), 9 =- 230(LC 2), 8 =- 135(LC 2) Max Gray 1=213(LC 3), 7 =19(LC 2),12 =523(LC 3),10 =167(LC 4), 9 =378(LC 3), 8 =252(LC 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =- 63/47, 2-3 =43/11, 3- 4=0/14, 4-5 =0/14, 5-6 =0/11, 6 -7 =-34/62 BOT CHORD 1- 12 =- 6/1,11 -12 =- 6/1,10- 11 =-6/1, 9- 10= -14/7, 8-9= -14/7, 7-8= -11/8 WEBS 2- 12 =- 388/293, 3 -10 =- 145/121, 4-9=- 308/259, 5-8 =- 215/172 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =6.Opsf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of w' joint 1, 62 Ib uplift at joint 7, 290 Ib uplift at joint 12, 85 Ib uplift at joint 10, 2301b t p uplift at joint 8. , LOAD CASE(S) Standard Dmind0O um. ff rii n CONSULTING ENGINEERS, P,A. CIVIL / STRUCTURAL P.E. 92249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 082009 Job 8 -10 -09A Truss V2 Royal Truss Corp, Hialeah Gardens, FL 33016 'g a Truss Type ROOF TRUSS Qty 4 Ply 1 MR. LEVY Job Reference (optional) 2 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:36 2009 Page 1 2-0-0 2-0-0 2-0-0 2-0-0 1:3.6 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004JTPI2002 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) -0.00 2 n/a n/a PLATES GRIP Weight: 3 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1 =58/2 -0-0, 2=58/2 -0-0 Max Horz 1 =23(LC 2) Max Upliftl =-06(LC 2), 2= -51(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= -13/9 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Gable requires continuous bottom chord bearing. 3) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib uplift at joint 1 and 51 Ib uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard ©1l11© Lf 1h 1 ©t'tulT CONSULTING CIVIL / STRUCTURAL ENGINEERS, F.A. P.E. 22249 7220 S.W. 59th TER . MIAMI. FLA, 33155 TEL - () 262 -6225 FAX - (305) 262-2014 OCT 0 82009 Job 8 -10 -09A Truss V4 Truss Type ROOF TRUSS Qty 4 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:36 2009 Page 1 411-0 1 4-0-0 2.50 7 5x6 = Scale =1:6.6 3x4 4-0-0 4-0-0 Plate Offsets (X,Y) [2:0- 2 -4,0 -1 -13] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.13 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (Ib /size) 1= 134/4 -0-0, 3= 134/4-0-0 Max Horz 1=43(LC 2) Max Upliftl= 75(LC 2), 3= -84(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 24/18, 2-3 =- 110/96 BOT CHORD 1 -3=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding joint 1 and 84 Ib uplift at joint 3. LOAD CASE(S) Standard Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0-0 oc bracing. 11; Exp C; enclosed; for quality 75 Ib uplift at ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 98th TERR MIAMI, FLA, 33155 FAX - (305) 262 -2014 CONSULTING „ , 7220 S.W. " ::1 TEL - (505) 202-6225 OCT 0 82009 Job T Truss T Truss Type Q Qty P Ply M MR. LEVY Royal T Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:36 2009 Page 1 I 2 3x4 = = S 2-0-0 4-0-0 ' ' 4-0-0 Plate Offsets (X,Y) [2:0- 2 -0,Edge] LOADING (psf) S SPACING 2 -0-0 C CSI D DEFL in (Ioc) I/defl Ud P PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural w wood sheathing directly applied or 4 -0-0 oc um lorf ur ()Hondo u Job 8 -10 -09A Truss V6 Truss Type COMMON Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:36 2009 Page 1 4-0.0 6-1-0 4-0-0 2 -1-0 Scale = 1:10.1 6x6 = 2.60 12 2 3 o - 1.1 - •♦•.•j•,•,•j j •,•.•j•.•.•♦•♦•♦•♦•♦ ❖.•♦ ❖♦•♦•♦❖ V V V V V♦•♦•♦❖♦❖.•♦•♦•♦❖♦•♦❖.❖♦❖♦•♦•♦•♦•♦❖♦•♦•♦• ♦•♦•♦ ❖♦ ❖.•♦•♦ ❖♦•♦ ❖W•♦ ❖♦•♦N �£ �= �£ �£ �. �= �=•=•,•=•=•=•=•= •= •, ,.,•A•,•,•,•,•,•,•,•,•,•,•,•,• •••• •••• •• •• •• •• ••••••••••• •• •••••1• •••••••••••• •••••••• •• •••••••• •• ••••••••••• ••••••• •• •• •••••••4•••••••••• • 3x4 czt 3x4 4-0-0 6-1-0 ' 4-0-0 2 -1-0 Plate Offsets (X,Y). [2:0 -3 -0,014 -12] LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase t33 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 1 =138/6 -1 -0, 3= 101/6 -1 -0, 4== 258/6 -1-0 Max Upiiftl = -89(LC 2), 3 = -70(LC 2), 4=- 132(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/18, 2-3= -24/18 BOT CHORD 1-4=0/7, 3.4=0/7 WEBS 2-4=-201/161 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33• plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 1, 70 Ib uplift at joint 3 and 132 Ib uplift at joint 4. LOAD CASE(S) Standard CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL .,, P.E. 22949 7220 S.W. 39th TERR MIAMI, FLA, 53155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 /' OCT 0.02009 Job 8 -10 -09A Truss VOA Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MITek Industries, Inc. Thu Oct 08 08:49:37 2009 Page 1 4-0-0 6-1 -12 2 I 4-0-0 2 -1 -12 Scale = 1:10.2 3x4 = 2.50 •2 2 „ 3 1 3x4 G 3x4 = 6-1 -12 6-1 -12 Plate Offsets (X,Y) [2:0 2 -0,Edge] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.19 BC 0.19 WB 0.00 (Matrix) DEFL in (lac) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 9-8 -14 oc bracing. REACTIONS (Ib /size) 1= 260/6 -1 -12, 3=260/6 -1 -12 Max Uplift1 =- 152(LC 2), 3 =- 152(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =- 492/393, 2-3=-497/396 BOT CHORD 1-3=-360/464 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C-C Interlor(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 1 and 152 lb uplift at joint 3. LOAD CASE(S) Standard "� ®Pllani C 1 �4 ffOPf�(�rf71 CONSULTING ENGINEERS, RA, CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL (305) 262 6225 FAX - (305) 262-2014 OCT 087009 Job 8 -10 -09A Truss V8 Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:37 2009 Page 1 6-0-0 8-8-0 6-6-0 2.60 IW 1-0-0 4x5 = 2x4 )� 3 2 8-1-0 1 -7-0 Scale = 1:13.7 3x4 8-1-0 2x4 11 2x4 11 8-1-0 LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.36 BC 0.09 WB 0.05 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 1 =224/8 -1 -0, 4=- 68/8 -1 -0, 5= 356/8 -1-0 Max Horz 1 =72(LC 2) Max Upiift1 =- 134(LC 2), 4= -70(LC 2), 5= -99(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/0, 2-3= -0/0 BOT CHORD 1-5 =- 30/35, 4 -5 =0/0 WEBS 2-5 =- 205/178,3.4= 25/23 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 Ib uplift at joint 1, 70 Ib uplift at joint 4 and 99 Ib uplift at joint 5. LOAD CASE(S) Standard orDIDc90 mo 'Tort CONSULTING ENGINEER$, �.A. CIVIL / STRUCTURAL P.E. 22249 72205.W. 39th TERR MIAMI, FLA, 331 TEL - (305) 262-6225 FAX - (305) 262- OCT 082009 Job 8 -10 -09A Truss V8A Truss Type ROOF TRUSS Qty 1 Ply 1 MR. LEVY Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Oct 08 08:49:37 2009 Page 1 1 8-0-0 8-1 -12 8-0-0 2.50 Fr 4x5 = 2 2 -1 -12 Scale = 1:13.9 3x4 trz 8-1 -12 2x4 11 8-1 -12 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.46 BC 0.07 WB 0.07 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) n/a - n/a 998 Vert(TL) n/a - n/a 999 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 8 -1 -12 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. REACTIONS (Ib /size) 1 =233/8 -1 -12, 4= 94/8 -1 -12, 5= 397/8 -1 -12 Max Horz 1=44(LC 2) Max Uplift1=- 139(LC 2), 4= -74(LC 2), 5 =- 198(LC 2) Max Grav 1=235(LC 3), 4=94(LC 1), 5= 397(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 12 =- 47/81, 2-3 =- 15/19, 3-4=-90/76 BOT CHORD 1-5 =- 47/37, 4 -5 =0/0 WEBS 2-5 =- 310/246 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3-second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 Ib uplift at joint 1, 74 Ib uplift at joint 4 and 198 Ib uplift at joint 5. LOAD CASE(S) Standard 01 0 oHondo imn i rattan �1 CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 OCT 082009 1 January 14, 2004 i e: End JJcL Connection Detail- Top chord zo corner jack/1-4 girder As you requested, I investigation the connection standard corner set based on the following parameters: lapsiag: 2' - 0" o. c. Gravity Load: 30 + 15 f p + 1D PSI' Wind Load: 1.45 MPH, Components and Cladding loads, A.SCE 7 -98 per FCC` 7 3 Occupancy categoy > exposure `/��_ ft above 0 '° p •9�? T „Yr�l' '%X�i No. 2 C, 25 + ►. ab: 7e �iL Ll :o,�r : V''S'n = =r=...- SYP minimum top and borrom chord (no r `'- itch: 2:12 to 6:12 • o ;� °ebs Lbd Tie -Nail QDECity == 154 **.83 * .77 * 3 — 1, Approved Hut: icane Ciip Mill. capacity 400# each direction tvfrr!,_ I CFwn Reaction Potji»rz Chard • Reaction CZ. CeillacCrian J5 J7 (2), 16d Toe -mils (2), 16d Toe - rimes (3), 16d Toe -nails Hurricane Cli . lfyou have any questions regarding this matter, please do not hesitate to call 1111Cc J 1'. (2). 16d . Toe -mails (2). 16d Toe -nails (2). l 6d Toe -nails P.E. 22249 72 39th TER MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 P'1"r) i• A .lnns. J Re: Corner Jack Connection Detail- C15 Dear Eddie, As you requested, .1 investigation the connaction requirements for a 5' - 0" sack cc jack with a 2 panel top chord and end vertical, connected to a 3' -- 0" setback hi based on the following parameters: P gird.: • Cd :30+15+0 +10.PSF Wind mod: 146 MPH, Components and Cladding ioada,.A;SCE 7 -Q7 par PBC 2 - Occupancy category II, exposure C, 25 Pt. above d, F0 PS- dead i Lumber. ber. 2x 4 No, 2 SYP m' ground, dead E a =� pitch: ? ;1? - pry 1 � minimum top and bottom chord v:12 1 bd Toe -Njl aD� a 1 S4 * .83 * .77 * 1,33 a' 33070 j Mark Sean �raa wacttoa - Top Chard Dtt. -'i• ' 1 Crravi t CIS, T -' ty Uplift Conviction Connection i 3V41 1 j I . j �� 7.r aid 4474 ;i ,. , : , atit/ Mc- J tJ +, 16=1 I F Capacity i m 78014 1 �;s + Toe- nails nals it you have any questions regarding this matter, please do not hesitate to-call. Siaccroly, OO CiandoO r liu 4 fforWin CONSULTING ENGINEERS, EA, CIVI / STRUCTURAL 0 S.W. 39th TERM MIAMI, FLA, 33155 (305) 262 -6925 FAX - (305) 262 -2014 SEP 1.02009 Valley Trusses i MN � ... /l lil�il��►- Continuous Bracing (g3 24" o.c. in areas without plyw. sheathing Valley Truss Supporting Truss Partial Roof Layout 12 �.,J 4 to 7 Valley Trusses © 24" o.c. V wedge nailed to truss lit/ _-8;. toe -nails, or bevel cut bottom chord of valley truss Strap @ 48" o.c. (see note) Supporting @24 "o.c. Design Loads: 30 + 15 + 0 + 10 PSF, 33% OOL Wind Speed 146 MPH, 10 PSF Dead load Lumber: 2x4 No. 2 ND SYP min. chords 2x4 No. 3 SYP min. webs Notes: (a) Provide cont bracing on verticals over 6' - 3". Connect bracing to verticals w/ 2, 10d nails. Bracing must be tied to a fixed point at ends. (b) Max. spacing for vertical studs is 6' - 0". (c) Conn. for uplift with min. 1 -1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. OTO rn1d0O r ©ni11m N L /STRUCTURAL P.E. 22249 72 ' 9th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 SEP 1 02009 PiOey Truss base ruse Type ROOF TRUSS 11 b Notes: Brace structural top chord at 2' 0' o.c. max Attach to top or bottom chord of supporting truss with 2. 10d nabs. Bracing to be secured at each end and diagonally braced as required by project engineer or architect Note: Verticti members may be connected to supporting truss with 3x6 Nail,on plate, using (8), 1 -1t2" long, 11 gage nails per plate 2x4 cont. brad% spaced at 24' ac., Donn. to base truss rind piggyoack truss vd (2),16d toe nabs. Bracing to be properly secured at ends. Qty 1 Ply 1 Required Web Bracing: Web Length up to 4' - 0` : No Bracing Web Length 4.- Cr tp 8' • 0': 2x4 1 -8re 2x4 Piggyback -H i Detail art ►JAL) ;i,G trier: /i �... i � n :LING 2-0-0 TCLL 30.0 Plates Increase 1.33 TCDL 15,0 Lumber geese 1.33 BOLL 0.0 Rep Stress YES BCDL 10.0 C BRACING TOP CHORD • Sheathed or 2-0-0 oc pyslms. BOT CHORD Rigida:oiling directly applied NOTES 1) This truss has been designed for the loads generated by 146 mph winds at 25 ft above ground level located 10 mi from the hurricane ooeaniine. ASCE 7 -02/ FBC 2004 components and cladding external pressure coefficients for the interior (1) zone and 5.0 psf top chord and 5.0 psf bottom chord dead load are being used. The design assumes occupancy category 11. terrain exposure C and Internal pressure coefficient condition 1. The lumber DOI_ increase is 1.33, and the plate grip increase is 1.00 LUMBER TOP CHORD 2X4SYt?Nc BOT CHORD 2 X 4 SYp No.: WEBS 2X4SYPNc. OO P l i°1 nn d o CriN o ff OO rn am CONSULTING ENGINEERS FA. VIL / UCT 7220 S.W. TEL - (305) 2 RR MIAMI, FLA. 33155 6225 FAX - (305) 262 -2014 SEP 102009 wapt National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703/931 -2187 www.nateval.org Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL NATIONAL EVALUATION REPORT Report No. NER -510 Re- Issued May 1, 2003 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 infotE USPconnectors.com www.USPconnectors.com USP LUMBER CONNECTORS Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service. Inc. (NES), and NES specifically does not make any warranty, either expressed or implied. as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. • Page 2 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyright0 2003 Re- Issued May 1, 2003 ack to the NES home page 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable Toads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular- shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable Toads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a' /2- inch - diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test load that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction. based on wood with a specific gravity of 0.55. Page 3 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyrfght0, 2003 5.0 IDENTIFICATION MNDITIiS 00 Re- Issued May 1, 2003 back to the NES home page The connected wood member shall be designed for the design Toads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable Toads in this report shall be multiplied by the moisture content factor, CM, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be Tess than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be: installed in accordance with the manufacturer's published installation instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the .manufacturer's published installation instructions and this report. 4.2 Design Tabular Toad capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design loads shall be reduced 10 percent for design Toad durations longer than 10 years. The resulting allowable design load after adjustment shall not exceed the maximum design load shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall -be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated Page 4 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyright() 2003 NES oduct Evaluation Listing IICH ;:. IGHT EVIDENCE'Sl1BAAITTED Re- Issued May 1, 2003 back to the NES home page January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee forthe National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeT"A, and the 1998 lntemational One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire- retardant treatment and preservative treatment. 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" loads are permitted to be increased for duration of load in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC-ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test Toad divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. Page 5 of 10 National Evaluation Report No. NER -510 Table 1— CLPBF Series Joist Sim Stock No. Steel tie. Dimensions (IN Fastener Schedule Allowable Loads (Lbs.) W H D Header Joist 100% 115% 125% thgffl 133% 160% 2x4 CLPBF 18 1-W16 2 -12 2 -112 (12)66 (3)66 900 950 950 300 360 (12)86 (8)66 900 950 950 600 720 (12)86 (3)66 950 950 950 380 460 (12)86 (6)86 950 950 950 710 855 Now 1, 2, 3, 4, 5, 6 Values based on 1 -1/T thickness. Figure 1— CLPBF Butterfly Hanger Page 6 of 10 National Evaluation Report No. NER -510 Table 2 -- HCPRS Series Notes: 1, 2, 4, 5,6 Figure 2 — HCPRS Hurricane/Seismic Anchors Dimensions (In.) Fastener Schedule Allowable Loads iLbe•) Stock. Steel ` tfpBR No. Ga. W1 W2 H Stud Plate 133% 160% HCPRS3 18 2-9116 6.114 5-114 (6) 8d (6)80 540 540 (6)100 (6)10d 540 540 HCPRS4 18 341116 7.114 5114 (6)80 (6) 8d 540 540 (6)10d (6)100 540 540 Notes: 1, 2, 4, 5,6 Figure 2 — HCPRS Hurricane/Seismic Anchors Page 7 of 10 National Evaluation Report No. NER -510 Table 3 — HCPL Series Stock 'No. Steal Ge. Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) W H Rafter Nate Stud Ft F2 UpBR 133% 160% 133% 160% 133% 180% HCPLL • 20 1 -111 6 (4)6d (4)8d (4)6d* 145 145 95 95 400 480 (4)8d (4)8d (4)6d* 145 945 95 95 510 520 HCPLR 20 1 -112 6 (4)6d (4)80 (4)80 • 145 145 95 95 400 480 (4)8d (4)8d (4)8d• 145 145 95 95 510 520 Wotes:1.2, 6.8 •Apples to stud apps. Figure 3 — HCPL Humcane/Seismic Anchors HCPL(L) shown (HCPL(R) opposite bend) Page 8 of 10 National Evaluation Report No. NER -510 Table 4 — HDPT Truss Tie Down Strap Series Fastener Sloe Alternate Fastening Scwdub Allowable Uplift Loads Loads (Lbs.) Total Numbs of Fps 2 Allowable loads (Lbs.) 8 Stock Steel 12 Fastener F1 Slm No. Ga. Description Schedule 133% 160% 2x HDPT2 18 Single Tne Tie (4)10d 450 450 (2) 2x HDPTD 18 Double True Tie (4)10d 450 450 Fastener Sloe Alternate Fastening Scwdub Allowable Uplift Loads Loads (Lbs.) Total Numbs of Fps 2 4 8 8 10 12 133% 180% 133% 180% 133% 180% 133% 180% 133% 180% 133% 160% 8d 220 285 440 530. 680 790 880 1055 1100 1320 1320 1585 10d 265 320 535 840 800 960 1065 1280 1335 1600 1600 1920 18d 320 385 640 770 960 1150 1280 1540 1800 1915 1915 2300 Notes: 1, 2, 6, 9 Figure 4 — HDPT Truss Tie Down Straps (True Tie) Page 9 of 10 National Evaluation Report No. NER -510 Steel Gauge Dl laps (In.) Fastener Sehedute Allowable Londe (Lbs.) Stock Anchor to Ho: Strap Plato W D L Ct. Bch Strap 133% 160% SGP2 14 1/4 1-8 S 4 18.114 1 -12 (1)12' (14)104 1455 1455 (14)164 1455 1455 Page 10 of 10 National Evaluation Report No. NER -510 Table 6 — HUS Series Stock Number Steel Ga. Hanger Dimensions Fastener Schedule" Allowable Loads (Ibs.) W 14 D Header Joist Fe, = 460 psi Fe,. 625 pal Fe, = 675 psi Uphtt' (In.) (In.) (in.) Qty Type ON Type 100% 115% 125% 100% 115% 125% 100% 115% 125% 133% 160% HUS26 18. 1 5/8 5 7/16 3 14 16d 6 16d 2590 2975 3080 2590 2975 3235 2590 2975 3235 1925 1925 HUS28 18 15/8 7 3/16 3 22 18d 8 16d 3145 3310 3415 3890 4050 4160 3900 4275 4346 2570 2570 HUS210 18 1518 9 3/16 3 30 16d 10 18d 3415 3815 3750 4160 4380 4495 4385 4585 4720 3205 3205 HUS175 16 1 13/16 511/32 3 14 164 8 _ 18d 2590 2975 3235 2590 2975 3235 2590 2975 3236 1925 1926 HUS177 16 1 13/16 7 3/32 3 ' 22 _ 16d .8 - 16d' 3490 3855 3760 3900 4345 4345 3900 4346 4346 2570 2670 HUS 179 16 1 13/16 9 :3/32 i `3• 30 16d 10 , 16d ` 3760 3980 4095 4625 '4830 '4865 4880 5090 6225' 3205, 3205 .... , 7p�aaaa Kra 1 A 18d trek is 31,2 trrches long end 0.162 Inches kt diaxreter. 2 Tire 18d naps drtvan into the Joist shell be Installed at 30 to 45 degrees horicattally toward the treader. 3 Upttt bads Include a 33 1/3% or 60% increase tor wind or seismic load conditions. teo further Increase shah be permitted. Figure 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 Southcross Drive # 200. Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: JL, JUS, SKH & HJC Joist Hangers. APPROVAL DOCUMENT: Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Company, sheets 1 and 2 of 2, dated 02/07 /07, with no revisions, signed. and sealed by Robert W. Lutz, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and. Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELLNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0601.03 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Co., sheets 1 and 2 of 2, dated 02/07/07, with no revisions, signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. 06 -6047 JUS24 Upward & Down 10/09/06 2. 06 -6048 JUS26 Upward & Down 10/12/06 3. 06 -6049 JUS28 Upward & Down 10/17/06 4. 06 -6050 JUS210 Upward & Down 10/20/06 5. 06 -6062 JL24 Upward & Down 10/30/06 6. 06 -6063 JL26 Upward & Down 11/01/06 7. 06 -6064 JL28 Upward & Down 11/03/06 8. 06 -6065 3L210 Upward & Down 11/06/06 9. 06 -6066 SKH26 Upward & Down 11/13/06 10. 06 -6067 HJC26 Upward & Down 11/22/06 11. 06 -6068 HJC28 Upward & Down 12/01/06 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by United Steel Products Co., signed and sealed by ,Robert W. Lutz, P.E. D STATEMENTS 1. No Financial Interest Letter issued by United Steel Products Co., dated January 26, 2007, signed by Robert W. Lutz, P.E. 2. Letter of Code Compliance issued by United Steel Products Co., dated January 26, 2007, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, P.E. 4. Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 1. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS. 3. ALLOWABLE DOWN LOAD LISTED IS AT 100% DURATION OF LOAD. PRODUCT CODE GAUGE DIMENSION FASTENERS FASTENERS ALLOWABLE LOADS W W H H A D A HEADER JOIST DOWN UPLIFT (160%) JUS24 18 HJC26 12 5 7/8 3 5/8 3 1/41 3/4 (16) 160 (12) 1001 2020 1975 HJC28 12 5 7/8 6 3/4 3 1/41 3/4 (20) 1601 (14) 1001 3220 2010 TYPICAL HJC 1NSTALLATI0N GENERAL NOTES' 1. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U. ON 2. FFAASTENER ARE COMMON RES COATING NA I�M_ESSS OTHERWISE NOTED. 3, ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B. A SHORT TERM WIND LOAD CONDITION. 4. ALLOWABLE LOADS � INCREASED BY SHORT TERM DURATION FACTOR. 5, ALLOWABLE LOADS ARE BASED ON THE NATDP4AL DESIGN SPECIFICATII NS FOR WOODS CONSTRUCTED/ 2001 ED1TMN IN ACCORDANCE WITH ASTM D1761. 6. LUMBER SPECIES IS SOUTHERN PINE, PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST • DOWN UPLIFT (1607) JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) 10d1 (2) 1001 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 (4) 10d (4) 1001 990 1040 JUS28 18 1 9/16 6 11/16 1 3/4 1 (6) 1001 (4) 10d 1240 1160 JUS210 18 1 9/16 7 13/16 _ 1 3/4 1 (8) 10d (4) 10d 1490 1115 1. Specified ,joist nails shall be Installed at 30 to 45 degrees horizontally such that they penetrate through the end of the Joist and Into the header. 2. Minimum header thickness shall be 1 3/4 Inches for 10d nails. 3. Allowable DOWN load listed Is at 100 % Duration of load. 4. Uplift Load ttsted as N/A had uplift capacity less than the required 700 pounds. TYPICAL JUS INSTALLATION Jus pnotwar REMwEE, *s. c r.•;:ly;PL•rikht �a. •ia_; (:cis l,l:ot:c "a Lc?1it U ,.wle_ Etplrzc,,17 le /l7IZ! • D• . 11 UNITED STEEL PRODUCTS COMPANY 703 RIMERS DRIVE, MUNTGUKRY, MN. 56069 PHONE (507) 364 -7333 NAME1 FACE MOUNT JOIST HANGER DATE' 02/07/07 SHEET' 1 OF 2 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING # MD0207 MDADE PRODUCT CODE GAUGE DIMENSION FASTENERS FASTENERS ALLOWABLE LOADS W ALLOWABLE LOADS H D A HEADER JOIST D DOWN UPLIFT (1607.) JOIST SKH26 16 1 9/16 5 1/4 1 7/81 3/16 (6) 16d (6) 10d x 1 1/2 900 870 1. Miter cut required on end of joist to achieve allowable loads. 2. Minimum header thickness shall be 2 Inches for 16d nails, 3, Allowable DOWN load listed Is at 100% Duration of load. 4. SKH26 Is skewed Right and Left, TYPICAL SKH26L INSTALLATIIN GENERAL NOTES' L STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, UfN AND A MINIMUM GALVANIZED COATING OF G-90. 2. FASTENERS ARE COMMW WIRE was MESS OTHERWISE NOTED. 3. ALLOVABLE UPLIFT LOADS HAVE BEEN INCREASED D. A SHORT TERM DURATXUN FACTOR OF 60% FOR WIND LOAD CONDITII4 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHIRT TERN DURATION FACTOR. 5 ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN ACCORDANCE WITH ASTM D1761. 6. LUMBER SPECIES IS SOUTHERN PINE. PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (1607.) JL24 20 1 9/16 3 1 1/2 15/16 (4) 10d (2) 8d x 1 1/2 490 N/A JL26 20 1 9/16 4 3/4 1 1 1/2 1/2 15/16 15/16 (6) 10d (10) 10d (4) 8d x (6) 8d x 1 1 1/2 1/2 , 740 1 ?30 700 940 JL28 20 1 9/16 6 3/8 JL210 20 1 9/16 8 1/4 1 1/2 15/16 (14) 10d (8) 8d x 1 1/2 _1720 1170 1. Minimum header thickness shall be 1 3/4 Inches for 10d nails and 2 Inches for 16d nails. 2. Allowable DOWN toad listed Is at 1007, Duration of load. 3. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. TYPICAL JL26 -2 INSTALLATION JL26 -2 FRODUCT REttEVITE4 as cier.q.bilas n;tit at.: Auks 41C:£:...-V FO i _ yi 1 20 UNITED STEEL PRODUCTS COMPANY 703 RUGERS DRIVE, NONTGUFERY, MN 56069 PHONE (507) 364 -7333 NAME. FACE MOUNT JOIST HANGER DATE' 02/07/07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET. 2 OF 2 DRAWING It MD0207 MDADE MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 United Steel Products Company. 14305 South Cross Drive #200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: HUS, THD & THDH Series Wood Connectors. APPROVAL DOCUMENT: Drawing No. MDO9 -06, titled "HUS Series ", `THD Series ", & `°THDH Series" sheets 1 through 3, dated 09 /01/06, prepared by United Steel Products Company signed and sealed by R. W. Lutz, P.E, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, -city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page E -1, E -2 & approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No: 06-0921.05 Expiration Date: March 15, 2012 Approval Date: March 15, 2007 Page 1 HUS26 PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H .0 14 HEADER JOIST 16d 100% 16d UPLIFT HUS175 1- 3/4x5- 1/2x7 -1/4 16 1 -13/16 5 -3/8 3 2 (14)16d (6)16d 3000 1975 HUS177 1- 3/4x7- 1/4- 11 -1/4 16 1 -13/16 7 -1/8 3 2 (22)16d (8)16d 4025 1800 HUS179 1- 3/4x9- 1/4 -14 16 1 -13/16 9 -1/8 3 2 (30)16d (10)16d 4580 3210 HUS26 2 x 6 -8 16 1 -5/8 5 -7/16 3 2 (14)16d (6)16d 3000 1975 HUS28 2 x 8 -10 16 1 -5/8 7 -3/16 3 2 (22)16d (8)16d 4025 1800 HUS210 2 x 10 -12 16 3 -5/8 9 -3/16 3 2 (30)16d (10)16d 4580 3210 HUS410 4 x 10 -12 14 3 -5/8 8 -7/8 2 1 (8)16d (8)16d 2320 1696 HUS412 4 x 12 -14 14 3 -5/8 10 -7/8 2 1 (10)16d • (10)16d 3000 2665 HUS46 4 x 6 -8 14 3 -5/8 5 2 1 (4)16d (4)16d 1080 1015 HUS48 4 x 8 -10 14 3 -5/8 7 2 E (6)16d (6)16d 1800 1550 HUS26 -2 (2) 2 x 6 -8 14 3 -1/8 5 -1/4 2 1 (4)16d (4)16d 1080 1015 HUS26 -3 (3) 2 x 6 -8 14 4 -5/8 4 -1/2 2 1 (4)16d (4)16d 1080 1075 HUS28 -2 (2) 2 x 8 -10 14 3 -1/8 7 -1/8 2 1 (6)16d (6)16d 1800 1550 HUS28 -3 (3) 2 x 8 -10 14 4 -5/8 6 -3/8 2 1 (6)16d (6)16d 1800 1550 HUS210 -2 (2) 2 x 10 -12 14 3 -1/8 9 -1/8 2 1 (8)16d (8)16d 2320 1695 HUS210 -3 (3) 2 x 10 -12 14 4 -5/8 8 -3/8 2 1 (8)16d (8)16d 2320 1695 HUS212 -2 (2) 2 x 12 -14 14 3 -1/8 1t -1/R 2 1 (10)16d (10)16d 3000 2665 HUS212 -3 (3) 2 x 12 -14 14 4 -5/8 10 -3/8 2 1 (10)16d (10)16d 3000 2665 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. HUS212 -3 Florida Approved as complying with the Date 3 NOAH ►� •� .O pM�iami J UNITED STEEL PRODUCTS COMPANY 703 RI}GERS DRIVE, 1ONTGUMERY, RN. 56069 PHONE (507) 364 -7333 NAMEI HUS SERIES DATE' 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 1 OF 3 DRAWING NO. MD 09 -06 MDADE THD175 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. LOAD 16d UPLIFT 160% 1375 2970 3985 1375 2970 3985 1375 2970 3985 3710 3985 3710 1375 2970 3710 3710 3710 THD412 Approved as complying with the Florida Bidding C e Dote 3 NOA# Miami Dade Product Di By UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME THD SERIES DATE' 09 -01 -06 SHEET1 2 OF 3 ROBERT V. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO. MD 09 -06 MDADE PRODUCT CODE THDI75 JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGI W H D HEADER JOIST 16d THD177 1- 3/4x5- 1/2 -7 -1/4 14 1 -7/8 5 3 1 -7/8 (18)16d (12)10d 2700 TH0179 1- 3/4x7- 1/4- 11 -1/4 14 1 -7/8 6 -7/8 3 1 -7/8 (28)16d (16)10d 4200 1- 3/4x9- 1/4 -14 14 1 -7/8 8 -7/8 3 1 -7/8 (38)16d (20)10d 5195 THD26 THD28 2x6 -8 16 1 -5/8 5 -1/16 3 1 -7/8 (18)16d (12)10d 2700 THD210 2x6 -10 16 1 -5/8 7 3 1 -7/8 (28)16d (16)10d 4200 THD26 2x10 -12 16 1 -5/8 9 , 3 1-7/8 (39)16d (20)10d 5195 -2 THD28 (2) 2x6 -8 14 3 -7/16 5 -3/8 3 2 (18)16d (12)10d 2700 -2 THD210 (2) 2x8 -10 14 3 -7/16 7 -1/8 3 2 (28)16d (16)10d 4200 -2 THD210 (2) 2x10 -12 14 12 3 -7/16 5 -1/8 9 -1/8 9 3 3 2 3 (3$)16d (38)16d (20)10d (20)10d 5195 5475 -3 (3) 2x10 -12 THD410 4x10 -12 14 3 -5/8 9 -1/16 3 2 (38)16d (20) Od 5195 THD412 THD46 4x12 -14 14 3 -5/8 11 3 3 (48)16d (20)10d 6020 4x6 -8 14 3 -5/8 5 -5/16 3 2 (18)l6d (12)10d 2700 THD48 4x8 -10 14 3 -5/8 7 -1/16 3 2 (28)16d (16)100 4200 THD610 6x10 -12 12 5 -1/2 9 3 3 (38)16d (20)10ct 5475 THD612 6x12 -14 12 5 -1/2 11 3 3 (48)16d (20)10d 6740 THD7210 7x9- 1/4 -14 12 7 -1/4 9 3 3 (38)16d (18)16d 5475 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. LOAD 16d UPLIFT 160% 1375 2970 3985 1375 2970 3985 1375 2970 3985 3710 3985 3710 1375 2970 3710 3710 3710 THD412 Approved as complying with the Florida Bidding C e Dote 3 NOA# Miami Dade Product Di By UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME THD SERIES DATE' 09 -01 -06 SHEET1 2 OF 3 ROBERT V. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO. MD 09 -06 MDADE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. PRODUCT CODE THDH26 JOIST SIZE STEEL GAUG2 DIMENSIONS FASTENERS DESIGN LOAD W H D HEADER TRUSS 16d 16d THDH28 THDH26 2x6 -8 2x4 12 12 1 -5/8 1 -5/8 - -7/16 7 -3/16 5 5 (20)16d (8)16d 4265 2260 C36)16d (12)16d 5090 3260 -2 THDH26 2x6 -8 12 3 -1/4 5 -1/2 4 (20)16d (8)16d 4265,. 2260 -3 2x6 -8 12 -1/8 5 -3/8 4 (20 >16d (36)16d (46)16d (8 >16d (12)16d (12)16d 4265 2260 THDH28-i3 2x8 -10 2x10 -12 1 12 �, _ 1/8 J 7 -1/8 9 -1/4 4 4 ,9u 3260 THDH210 -2 0 : 3060 THDH410 4x6 -8 12 3 -5/8 5 -5/16 4 (22)16d 5850 (8)16d 4265 2260 '1 4x10 - 12 12 - 9/1 -9 -1/8 4 (36)16d (12)16d 585 3060 2 0 3- •x-- 12 ��'� - -3/8 4 (46)16d (12)16d THDH7210 - x - -1 - 12 --- / : : - 3 . (46)16d 5:50 30.0 (12)16d 5850 THDH27925 7- 1/4x9- 1/4 -14 12 7 -1/4 7 -1/4 4 (46)16d (12)16d 5850 3060 2- 11/16x9- 1/4 -14 12 2 -3/4 9 -1/8 4 (46)16d (12)16d 5850 3060 3060 Approved as complying with the Florida Suiding Cpde Date 3/!5/0'7 ROAN O( ..04a1•05- Mk ::1 Product lrrip UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, M. 56069 PHONE (507) 364 -7333 NAND DATE' 09 -01 -06 SHEET' 3 OF 3 THDH SERIES ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO. MD 09 -06 MDADE This safety alert, symbol is used, to attract : your attention! PERSONAL SAFETY iS INVOLVED! When you see this symbol BECOME ALERT - HEED ITS MESSAGE. `:�o 4CAUTION: A CAUTION Identifies; safe operating practices or indicates unsafe; conditions that could result in personal injury or damage to structures,;; HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor.These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building rttrilctor4ce ,contractor, erector or erec r°oontrractot 'is vlsed to obtain and read the .entire . ooldeV, i mentary and - Recommendation' r fo liandiin stalling & _Bracing Metat PJate„.0►r ecjed 'trussges,:4ti18 9't!-fronr`11i1- ru s AJate _.. DANGER ;; A DANGER designates a, condition. where fafursto follow instructions or heed warn - "1ng$wiU, most likely .result, In serious personal injuryor death of damage to structures. WARNING: A WARNING describes a condition :wherefailureiofoliow instructions could result in severe;personal injury Or:damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or Installer.Th us, theTruss Plate institute, Inc. expressly disclaims any responsibility for damages arisingfromthe use, application or reliance on the recommendations and Information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced In any form without written permission of the publisher. Printed in the United States of America. TRUSS` STORAGE UTJO t hould t e unloaded on reugh rrain or unevea�rfss 'lc'Qp cause damagelo the truss tz Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until 'installa- tion begins or lift bundled trusses by the bands, tieriara)�rrcinigshuldbe no less tdia Marked urnbeNAII,Cennections 041. of 2.160 nails; All rife' d.2 on censer` or fees' All multi ply 1 1 cArtit edl toga *2:n. actor- 9 yawl `s o �ti nstailation ' Trusses stored vertically should be braced to prevent toppling or tipping. ,DANGER: Do not etore`bundles upright unless properly braced, 'DANGER : :Walkinng on trusses which are Tying 3' flatlsextremely dangerous and should be strictly ti;; prohibited., a Frame 1 AWARNING: Do not attach cables chains, or hooks to the web members. Tag Line I a I -I Approximately Approximately 1/2 truss length 1/2 truss length Truss spans less than 30'. Spreader Bar Toe In Toe In I NI\! I Ii "II %i A, Approximately t/a to fs truss len e h Less than or equal to 60' Spreader Bar Toe In Approximately Y2 to'h truss len • th Tag Line MECHANICAL INSTALLATION WARNINGi Do not Ilft single trusses with spans greateethan SW -by the `.peak: . I Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Toe In Less than or equal to 60' Tag Line Tag Une Strongback/ SpreaderBar At or above mid-height CAUTION' Tem ri : ac Q "` tresses with .'simiJa -configurations FConsults r gist r . racling,parrangetnept is *sir_ Lie:engine:06M d g econ,meded.D ; S CI 04444140144#44.4140 uses, .S. "8$, nd come case diet Ent R. a er GROUND BRACING7BUILDING INTERIOR Tag Une 10' IWO Approximately i5 to Yi truss length • Strongback/ SpreaderBar Greater than 60' 10' 10' kVA Approximately % to % truss length Greater than 60' tt+dla ` =►.1 Typical vertical attachment Plan End Wall Ground brace vertical (GBy) Ground Brace Verticals (GBV) tjttfaaaot gfal!p of Ground br diagonals (GB& Note: 2nd ilooi system ahaU have adequate capacity to support ground bracee. 2nd floor Backup ground stake Strut (ST) 144iruss, -..group of t. End brace (ES) "__ 1'r floor Driven / ground stakes Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing req iiresl i r'all �nstallal" "`" Frame 2 12 4 or greater 1111■ =�\ Up to 32' •.MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(1 -B) TOP CHORD ' DIAGONAL BRACE SPACING (DBs [# trusses] 4/12 8' SP/DF Over 32' - 48' Over 48' -60' 4/12 4/12 6' 20 10 SPF /HF 15 7 5' Over 60' See a registered professional engineer 4 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce -Pine -Fir 10' or Greater Attachment Required Top chords that are laterally braced can buckle togetherand causecollapse tf thore iano diago- nalbracing. Diagonal bracing shouldbanaiied to the underside of the top chord when praline are attached to the topatdaof the top chord. ITCHED °TRUSS NINE Fa1Iur.!.,tofOI1owtheseTAO SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORt7 DIAGONALBRACE ,: SPACING (DB' [# trusses] SPL F SPF /HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce -Pine -Fir >IStlatl " ot�ldr u1t 5 11-- l r'CeN Itt r41L/. Jr� +f� -'-, .ar"'owl,►. 41 isarrirr/AP All lateral braces A=il -∎ ■ lapped at least 2r ± ,y" trusses. ��t,, 477 Mr Frame 3 6' .0• rr Top chords that are laterally braced can buckle togetherand cause collapse if there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. ISCISSORS TRUSS WEB MEMBER PLANE , 12 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LBs) BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SPJDF 20 SPFLHF 15 Up to 32' 4/12 15' Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as.top =chord diagonal bracing. WAR IINta Failuf crfollowtheserecommen+datioi per na1 ni ra iat ag russ jai SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at (east 2 trusses. I,.BOTTOM MORD PLAN desuIt1n Cross bracing repeated at each end of the building and at 20' Intervals. Permanent continuous eta lateral bracing °� as specified by the truss engineering. Frame 4 _ - \ >-• ' =45' _ ti Permanent continuous eta lateral bracing °� as specified by the truss engineering. Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 4i 2; 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand causecollapae inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling; are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 02140, 141 10 - Ink 4 The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. 30° or greater End diagonals are ess*i#ta]`1+ stability and must be duplicated+ both ends of the truss system. WARNING; Failure to follow these recommendations cotJld esuit In severeipersona[°'kitty or'dcmege'ta #Fusses or fri[ng - � fi °K .. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there isno dia ,jo- nalbracing. Diagonal bracing should benaii•:d to the underoid, of the top chord when pawns are attached to the topside of the top chord. qy Continuous Top Chord Lateral Brace Required r L_ 10' or Greater NN Attachment Required — End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 3W Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBs) 1# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. A 12 —13 or greater / r @• e• All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherend causeceliapee if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. MONO TRUSS PLUMB Maximum Misplacement !ARNINGfailure?to1ollou t severe 1pelsonal lnJuryodanigi Lesser of D /50 or 2" e reccniendatign, ' o it trii**4 bul1di I INSTALLATION TOLERANCES.' D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T ±1 /p r L(In) Length L(In) BOW t Lesser of 1,/200 or 2" } L(In) L(In) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' I Lesser of L/200 or 2" L(In) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. ADANGER: Under no circumstances should ., .construction loads of any description be placed on unbraced trusses. Frame 6 s COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jur diction •fiplA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cdiuftl l roduct Glon•trol Division that this product or material fails to meet the requirements of the applicable building code. • •; • • • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. • • • • APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement WindovL,Lflpact";et.g 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manure, signed mad sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Rent wal stamp wide $lie Notice of Acceptance number and expiration date by the Miami -Dade County Productronggl Division, • MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Rov/buildintcode ••.. •••• • • • •••. MISSILE IMPACT RATING: Large Missile Impact Resistant • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire ► 0 L hall be provided to the user by the manufacturer or its distributors and shall be available ft .' ,J-.;m ', 'ob site at 6111441§PROMPuilding Official. This NOA renews NOA # 05- 1129.1 . _ . �; , ; +� 554 5,f C rid evidence pages E -1 and E-2, as well as approval document mentioned above. Cheddeg Is only for cantor. name with the The submitted documentation was rev ll dl@ Jc and compliance the kdownatlon given in the contract documents. ls responsible for dimensions to be and c.• -sled et the job site for NOA No. 08-0117.11 the, ''mss S01B1' to the tabtloatkotration Date: May 22, 2013 or tc. of a0IIY0t1011 Approval Date: May 15, 2008 all track` Page 1 • • • • • • .• • • • ,4 4 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • 2) Uniform Static Air Pressure Test, Loading per F$C,TAS 202'-94• • 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • • • • • • •• . 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 2Q3•94 •••• 6) Forced Entry Test, per FBC 2411 32.1 and TAS 20244 • • • • along with marked -up drawings and installation diagram of two oudv'{ig aluuiinun= casement windows, prepared by Fenestration Testing Laboratory,,Tgit.>ateport 1Vb.' • FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largadspalia; P.E. ... (Submitted under NOA# 05- 1129.11) • •••• 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FRO, TAS 1031-434. 2) Large Missile Impact Test per FBC, TAS 201 -94 •••• 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- No. FTL 3587 dated 10/8/02, signed and sealed by Jo e h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . • • • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TA' X02.94 "" along with marked -up drawings and installation diagram of three ahvaiuum oa rg casement windows, prepared by Fenestration Testing Laboratory,4er t•Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E.. • • •. •••••• (Submitted under NOA# 03- 0611.02) •••• "" • C. CALCULATIONS •' • • • • •' •• 1. Revised Anchor Calculations and structural analysis, prepared bymauuuacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies E 4110-:98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. O'1 'HER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th ;. _ 'es C -740 Aluminum Casement Window — L.M.L, approved • 0�.. 3/06, ex •'f: a • /22/08. Manuel P P.E. Product Contro iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • •• • .' . •••• E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED x GLASS W! AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB, C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G.13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XXy XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR'XX" CONFIGURATIONS SEE SHEET 6. F. FOR i-14 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 144 °XOX" & "XO° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE °XOX, "XO° & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4° & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2° SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEET•S • ••• • • • • • •• 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. • • • • • • • • • • 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNER OF THE FR SM4• :: 11 • • A7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 7, FTE- 3729'I L4697 AND PTL•4608. • CONFIGURATIONS OPTIONS 4 0 0 x 3 x x 0 0 0 x 4 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 • PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT RENEWED toj7. Aft ltla Reamer FK Des 3/2.009 Rabbet 8 ADD 13116' LG. MOVE GLAZING DETAILS TO SHEET 2 Rea°9° U,Y. F.X. MOAN Rr°°er now FK 829!05 am.er ame F1C 12/17/02 C 110 CHANGE 1111221/777 • Rm.= • • 0 ADO 78• HT.. GL422 TYPES FAND 0. REVISEANCHOR/4E • mimes aora • • IOW TEGOO OOGy9RNE C N:Kghtk Fl. 4 • Viib1}B°Rr • • • i4- 740 '—• •.• . • • NOTES AND TABLE OF CONTENTS ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• aw- yMINUM CASEMENT WINDOW, IMPACT INTS I 1 d 13 7045 -8 • Lucas A Turner, P.E. PE 068201 Metanks! ® 1/8' ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED 1— 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3 /8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 118" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16' HEAT �-- STRENGTHENED GLASS .65° NOM. GLASS BITE 7/16° LAMINATED GLAZING DETAIL 0® 3/16° ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS • ▪ • • " • • • • • • y • • • • ▪ • ` 18416" 1.G. W/ 7/16" LAN /. • • • • • • • u` • • GLAZING DETAIL 13/16" I.G. W15/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 01 FX 32511 Is.e4 ore: FX 7/10103 S REDRAW GLAZING DETAILS BADD 13N0`L a • • 707 1EChNTX.00IORNE Itaakbenz C NO CHANGE THIS SHEET •" • • —• NA(OMlS, 8.4270 ADD 1310 LAMI Lo. W /71187.A141 8 CORRECT S%0'LAMI LErA• • 1 (OMTS, FL 74 Oa* • • • o�ms, FX m�sx F.K. • • 1, ib B+• : • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• GLAZING DETAILS 4L• UMINUM CASEMENT WINDOW, IMPACT NTS 1 2 . 13 1 7045 -8 • PRO74i ...c:?' W53 Suir Woe; A. Turner. A.E. PE 056201 Mechanical CENTERLINE ANCHOR 1112" LOCATION TYP. 1 112° MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, • NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 \ 13° MAX O.C. 4" MAX. ANCHOR LOCATION TYP. • 1II 1110—~ 4" MAX. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX DAYLIGHT OPENING 4° MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 30" MAX DAYLIGHT OPENING 74' MAX. WIDTH 30" MAX. —1 DAYLIGHT OPENING 141 MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION - i 69" DAYLIGHT OPENING / 1/ i\\ X \ \ / / )(/ X X \ ~ \DAYLIGHT X / SEE MEETING �RAII/DETAIL (2) 69" OPENING MAX. 76° It HEIC X- J ; 141 MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION t •• ••• • 4' MAX 13" MAX. C ;.G. • 37" MAX 60° X. FeCp D•— VENT TYP. •• ••• •• • • ELEVATION "A"- • °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) AX HT • •Li' ■—►�- 141!2" MAX O.C. VENT HEAD & SILL ONLY • • I w SNE MEETING RAIL DETAIL TYP. (4) W®d& F.K a* 3!55103 Itordsons 8 CHANGE SHEET NO. REFERENCES RO°e6" F.K. 9.4 ex F.K owv er. F.K 7/10/03 Reatsiatc 8005 l2 12117/02 arsisf c c ADD FENCE LOCATION DETAQS • CHANCE MAK HT T3 NEANDMA.K. OW T000' • • Orathsak • • • 10719TE HNOWOV RNE • NOSOMIS. RiQ87dj FL a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • It •• •• ••• • • • ••• • • XX" & ,COX" ELEVATIONS > /UMINUM CASEMENT WINDOW, IMPACT n w "w 7045 -8 aas 8a.x NTS 3 13 AX. HT PRODECF MIMED ankslylos witb aeT1 s z Gz Luna A Tumor, P.E. PE 008201 MeoltanIcal - i 69" DAYLIGHT OPENING A MAX 76° HEIC / / )(/ X X \ / // O \ / \'> / J t •• ••• • 4' MAX 13" MAX. C ;.G. • 37" MAX 60° X. FeCp D•— VENT TYP. •• ••• •• • • ELEVATION "A"- • °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) AX HT • •Li' ■—►�- 141!2" MAX O.C. VENT HEAD & SILL ONLY • • I w SNE MEETING RAIL DETAIL TYP. (4) W®d& F.K a* 3!55103 Itordsons 8 CHANGE SHEET NO. REFERENCES RO°e6" F.K. 9.4 ex F.K owv er. F.K 7/10/03 Reatsiatc 8005 l2 12117/02 arsisf c c ADD FENCE LOCATION DETAQS • CHANCE MAK HT T3 NEANDMA.K. OW T000' • • Orathsak • • • 10719TE HNOWOV RNE • NOSOMIS. RiQ87dj FL a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • It •• •• ••• • • • ••• • • XX" & ,COX" ELEVATIONS > /UMINUM CASEMENT WINDOW, IMPACT n w "w 7045 -8 aas 8a.x NTS 3 13 AX. HT PRODECF MIMED ankslylos witb aeT1 s z Gz Luna A Tumor, P.E. PE 008201 MeoltanIcal DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. Q.C. VENT HEAD & SILL ONLY 13' MAX. O.C. 4" MAX. 4" L L 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYUGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 141/2" 76" MAX HEIGHT MAX. O.C. ELEVATION "D" -'7(" (SEE SHEET 5 FOR PRESSURES) 97" MAX WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.G. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" MAX. 4" ELEVATION "E " - "0" (SEE SHEET 7 FOR PRESSURES) 1-•-- ►1-13" MAX. O.C. 30" MAX 53" MAX DAYLIGHT DAYLIGHT OPENING OPENING 1 NOTE: 'X" PANEL MAY SWING IN EITHER DIRECTION • • • 4" MAX. VEIO P ELEVATION "F° - "XO" & 44-4fot j 60414. SIXEb "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) A HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT Rma BA F.K 3t25.03 RMtlea. e CHANGE SHEE r NO. REFERENCES Raaa By F.K Ozels LtOSIDS C ADD HINGE DETAIL & HINGE LOCATION NOTES r FJC. FIG Osamu Br F.K San 71109 X7/02 a CheasaW CHANGE MAX HT. TO 76- ANDMAX DLO T060' • • • • • •P.O.toX 1518 • wows: F•34274 a • • ••• O ", WO" & "OX"ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT BlBewwtic Bw�e m.c •cA -74o J NTS 4 Rar. a 13 I aa.weu 704&8 D Lucas A. Scorer, P.E. PE #55201 Mechanical ••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• �^ X I O 69" DAYLIGHT OPENING A MAX 76" HEX • • • 4" MAX. VEIO P ELEVATION "F° - "XO" & 44-4fot j 60414. SIXEb "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) A HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT Rma BA F.K 3t25.03 RMtlea. e CHANGE SHEE r NO. REFERENCES Raaa By F.K Ozels LtOSIDS C ADD HINGE DETAIL & HINGE LOCATION NOTES r FJC. FIG Osamu Br F.K San 71109 X7/02 a CheasaW CHANGE MAX HT. TO 76- ANDMAX DLO T060' • • • • • •P.O.toX 1518 • wows: F•34274 a • • ••• O ", WO" & "OX"ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT BlBewwtic Bw�e m.c •cA -74o J NTS 4 Rar. a 13 I aa.weu 704&8 D Lucas A. Scorer, P.E. PE #55201 Mechanical ••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• i APPRoVED AS CORR ® REVISE AND RESUBM Checking is only for con design concept of the prc the Informaii-Dn r'ven in tl Contractor iF - confirmed an COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090_, �IiS) B. 5/16" LAMI (118 "HS,.090,1 /8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPItCr�,5f,16" HEIGHT LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH dv'j 28 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEC POS NEC POS NEG POS NEG POS NEG POS NEG PDS NEG POS NEG POS NEG POS NEC POS NEC POS NEC POS NEC POS 181/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -842 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70. -! 0 I 1.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.1 -'�1 e • ' !0.0 o •.2 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70. -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72A 70.0 -69.9 69. 66 2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 - 90.0 70.0 -90.0 70.0 -:r.. i i, a -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70. a -•ri. a '.. - • 0.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87A 70.0 -77.6 70.0 - 68.4 68.4 - 63.9 63.9 -80.0 60.0 - 58.5 58.5 - 58.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 46.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 422 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0_ -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 452 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 e' fecoKralmatra de •. .. .-..-1- F$4 s, 11;4_2 VW A -75.0 70.0 -75.0 70.0 -75.0 70.0 70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.1i bi1'il'I.i 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 48.4 - 43.5 43.5 -41.1 41 -75.0 PL 70.0 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL »X' SIZES UP TO 32" WIDE x 72" HIGH 1 -90.01 70.0 PRODUCT SENEVED as sesiplyiapdtb 'a Raids At0¢p rde ,-E TABLE 2A. °X" WINDOWS TEST REPORTS: FTL- 4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16•A,.080,3/16"HS) F.13/16" LAMI (1 /8 "A, AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /1(rHS) ALL "X' SIZES UP TO 37" WIDE x 76» HIGH - 55.0 55.0 INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIONIPREIIE R S IN THE ABWE.TABligg, USE EL001 /4° TAPCONS OR 1/4" SS4 CRETE-WC ANCHORS. . •• • • • • • • • )r01 a TH #12 SCREWS, DESIGN PRESSURE IS UMITE6 JO 68.62144 •. • • • • • • • fact and r;; •• • ••• •• • • • •• • Ie contract documents. , !t/�- Lucas A Tuner. P.E PE 058201 mechanical Seri J rl9i i w_; f TYPE ETO TABLES 1$4 e7or�tE •xo s errs• • • •� e�„� A. e • ... • RESSURES - XCONFIG. WINDOWS - iG ^,[ il?/-1 ,. n _ „ hroaz7> MIS SHEET • ia. r•- 'Y ,. ,• -^ 6AOD 76' HEIGHT OPTHAY • • • • • _ • 1La UMINUM CASEMENT WINDOW IMPACT • u 41" _ • ,° Sear ."w y,,""e -173- X1740 NTS 5 ea 13 7Q45 8 rD .►'� r ;f VIWRO •••• ••••••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• •• ••• • • • • • ••. • • • '4 COMPARATIVE ANALYSIS TABLE 3. XX" WINDOWS ; ` • ST REPORTS: -3582 X X GLAZING OPTION: A. 5116" LAMS (1/8"A,.090,1/B HS) 7/ "XX" WIDTH HEIGHT 26 31 36 - 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS / ✓/ 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.4 -75.0 70.0 43 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70. -75.0 -75.0 70. ^ _70. 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70. -72.1 70. .5 69. 87.5 67.6 67 57 -75.4 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.Q 70.0 74.4 70.0 89.6 69.6 65.2 85. 0 83.0 60.8 �. 68.0 60 A - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.4 66.4 - 63.9 63.9 40.0 60.0' -5eso t .3"- 56.2 56.2 - 53.4 53.4 64 A - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 - 53.8 53.8 - 50.4 60.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 - 57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 452 45.2 -42.4 42.4 REVESatt senorita /A ► . - 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.5 44.8 -42.2 42.2 -39.7 39.7 74 A • - 75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 48.4 -43.5 43.5 -41.t 41.1 -38.6 38.13 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5116" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH x75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A.090,3/16"HS) PRODICITSIEWEV a cetedybasAtrite6dmtlita mseptowitio ". ;- 6 Y d"e •x .i•�tr . (3 ni, , - ' , - • ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL-4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: ® • • ••• • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4 APCONSVR • 114" SS4 CRETE -FLEX ANCHORS. • • • • 2. IF INSTALLING WITH 612 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • •• ••• •• • • • •• • �'� . I(. /21 %75 • • • • • • • • • L"ms5 Twrer, PE. • Mechanical "s.der. wra 1070TE85VC#OGYDRIVE NOICCIWB FL 34275 P.O.50101528 • • PRESSURE'S! AVGIONFIG. WINDOYVB • tee, 'fienzlex 4 ' Tm" • • • • • • • • • • F.K a.,,es F.K Oar 6123105 Deft 12/77/02 MeNsbor D 44.6.6, REWSEANCf1DRS'811DD TABLES T8' HEIGHT OPyTDN oft. 1 ALUMINU TGIiStN1tNt WIDOW, O1PAG"r • Nroca6es R 30174 V4ibly .better "" '"" 04.740 5 > 13 • � 7.045 -8 tiS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F 1xr) ?Lftz s coa CasEUstrT) vieele%( w la.tio&2 COMPARATIVE ANALYSIS TABLE 6. WIDTHS "0" 'xox" GLAZING OPTIONS: & 114.12- 1 /4XOX' WINDOWS TEST REPORTS: FTL3582, FTL-3729, FTL-4807, FTL4808 A. 5/18' LAMI (1/8'A,.090,1/8°HS) B. 5118- LAMI (1/WHS,.090,18'HS) C. 7/18' LAMI (3118'A,.090.3/16"HS) E. 13/16" LAMI (1/8'HS,3B` SPACE,5/18" LAMI-WI 18"HS,.0001/8"HS) F.13/16" LAMI (1/8'A,AIR SPACE 7/16° LAMI -W/ 3/18"A,.090,3/18"HS) HEIGHT 28 31 36 38 3/8 43 48 60 68 54 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG 36 72 A 75.0 70.0 -75.0 70.0 -76.0 70.0 -70.4 70.0 -80.4 80.4 -54.3 54.3 -51.9 51.1 -47.9 37 74 8,8 -75.0 C,F -90.0 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -73.7 70.0 47.9 87.9 -59.0 59.0 -52.8 52.8 49.9 49.9 -48.4 3912 79 B,E -75.0 C,F -900 70.0 -75.0 70.0. -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -76.0 70.0 -75.0 70.0 -87.8 87.8 -62.1 82.1 -55.7 55.7 -49.8 49.8 -48.9 46.9 43.8 42 84 B,E -75.0 C,F -90.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0. -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -99.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 52.4 62.4 -58.4 58.4 -83.3 63.3 -58.4 58.4 53.4 53.4 -50.0 48 90 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 A -76.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 -70.3 70.0 -58.0 68.0 -54.8 54.6 -59.3 59.3 53.8 53.6 -50.9 50.9 475 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48 98 C,F -90.0 A -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -882 70.0 41.8 70.0 -65.0 65.0 -54.3 64.3 -51.1 61.1 -55.1 65.1 -51.4 51.4 -48.6 48.6 453 5012 101 B,E -76.0 C,F 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75A 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0' -88.0 70.0 -80.9 70.0 -76.0 A -75.0 70.0 50.8 80.8 -51.3 51.3 -48.3 48.3 -52.7 62.7 -48.7 48.7 48.9 46.9 -43.6 5318 108 3/8 B,E -76.0 C,F -90.0 A -75.0 70.0 -75.0 70.0 78.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 58.7 68.7 -48.7 48.7 .45.4 45.4 - 50.0 50.0 48.1 48.1 -442 44.2 422 5,E -75.0 70.0 -78.0 70.0. -75.0 70.0 -76.0 70.0 - 78.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 57 POS NEG POS 47.9 -44.8 44.8 70.0 - 75.0 70.0 70.0 - 90.0 70.0 48.4 -43.5 43.5 70.0 - 75.0 70.0 70.0 -90.0 70.0 43.6 -41.1 41.1 70.0 - 75.0 70.0 70.0 - 90.0 70.0 50.0 -48.9 46.9 70.0 -75.0 70.0 70.0 - 84.5 70.0 47.6 - 44.7 44.7 70.0 - 75.0 70.0 70.0 - 78.9 70.0 45.3, -42.5 42.5 70.0 -75.0 70.0 70.0 - 70.7 70.0 43.6 -41.3 41.3 70.0 -75.0 70.0 70.0-86.8666 422, - 40.1 40.1 70.0 -75.0 70.0 54 108 C,F -90.0 A -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0' - 88.6 70.0 -78.4 70.0 -71.1 70.0 -865 70.0 -58.2 58.2 47.9 47.9 44.5 44.6 -49.1 49.1 45.3 45.3 -43.4 43.4 419 5512 111 8,E -75.0 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0. - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -889 70.0 -75.0 70.0 -70.1 70.0 -65.4 A -75.0 70.0 -57.1 57.1 -48.4 48.4' -43.3 43.3' -47.5 47.5' -43.9 43.9' -422 42.2 409 57 114 B,E -76.0 C,F -90.0 A 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 50.0 70.0, - 84.3 70.0 -72.5 70.0 -68.4 68.4 53.6 66.5 -83.0 41.9 -39.8 70.0 -75.0 85.4 .51.8 40.5' -39.1 70.0 -75.0 63.6 -80.1 63.0 39.8 70.0 61.8 39.1 70.0 60.1 70.0 -582 58.2 -44.8 44.8 -42.1 42.1 482 482 425 42.5 -412 41.2 -39.8 5812 117 B,E -75.0 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -88.7 88.7 -61.8 A -742 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 413 41.3 -40.2 40.2 -38.7 60 120 B,E -75.0 C,F -90.0 A -72.9 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -78.0 70.0 -76.0 70.0 -75.0 70.0 50.0 70.0 -90.0 70.0 -90.0 70.0 - 79.4 70.0 -69.0 89.0 -64.9 84.9 -60.4 70.0 53.4 53.4 -42.2 422 -39.7 39.7 435 43.6 40.4 40.4 -392 39.2 -37.6 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 77.1 70.0 47.3 67.3 -63.3 83.3 -59.1 39.8 -38.5 38.5 70.0 -75.0 70.0 01.8 -58.7 68.7 38.7 -37.8 37.6 70.0 - 75.0 70.0 80.4 -57.3 573 37.6 - 38.7 38.7 70.0 -73.3 70.0 59.1 -55.9 55.9 60 NEG POS -42.2 422 -75.0 70.0 -90.0 70.0 -41.1 41.1 -75.0 70.0 -90.0 70.0 -38.6 38.8 - 75.0 70.0 -87.4 70.0 -44.3 44.3 -75.0 70.0 -79.7 700 -42.1 42.1 - 75.0 70.0 -72.4 70.0 - 40.4 40.4 - 76.0 70.0 _87.3 87.3 -39.2 39.2 - 75.0 70.0 -63.5 83.6 -38.0 389 - 78.0 70.0 -60.0 60.0 - 37.8 379 - 76.0 70.0 -59.1 59.1 -372 372 - 74.3 70.0 -57.5 57.5 -38.7 383 - 733 70.0 - 55.9 55.9 38.1 38.1 - 722 70.0 545 54.5 -35.6 35.5 :71.0 70.0 -53.0 53.0 83 NEG 39.7 -75.0 -90.0 389 -75.0 -90.0 385 -75.0 -832 41.9 -76.0 -76.8 -39.7 -75.0 -892 -38.4 -76.0 -64.1 -37.1 -743 -80.5 -382 -72.4 57.3 -35.9 -71.8 -68.4 -35.4 -70.8 -64.8 -34.8 -60.6 -53.2 -342 58.4 -51.6 -33.7 57.4 -50.0 POS 39.7 70.0 70.0 38.8 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 092 38.4 70.0 64.1 37.1 70.0 60.6 382 70.0 57.3 35.9 70.0 58.4 35.4 70.0 64.8 34.8 699 632 342 68.4 51.6 33.7 67.4 50.0 67 NEG IP08 65.01 -65.0 - 55.0165.0 72 78 559188.0 45.01 see -55.01 55.0 -55.0155.0 55.0155.0 -55.01 55.0 -55.0155.0 -5321 632 55.01 05.0 -49.8149.6 -4621 402 -48.4148.4 41.11 61.1 -4521 452 -43.6143.6 -452145.2 4711 47.8 "0" & "1/4- 2 -114 XOX" WINDOWS GLAZING OPTION: D. 71W LAMI (3/18°HS,.090,3/18°HS) ALL "0" SIZES UP TO 60" WIDE x 83" HIGH AND ALL "1/4- 12.114 XOX SIZES UP TO 120" 2 4 WI CORRECTED TABLE 7A & '114-1/2-1/4 XOX" WINDOWS TEST ALL "0° SIZES UP TO 80* WIDE x 78"141011 AND ALL "1/4-12-114 X0X° SIZES UP TO 120' WI 450 .0 lioe p isecarectarannob NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE VW W.EL 1/4 ontract 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 09.0 P.S.F. Contract,: for dimensions to be ( f.s. ,r2yr 1/4" SS4 CRETE-FLEX ANCHORS. • r j11 Lucas A. Turner, P.E. PE g88201 Elechemical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5116" LAMI (118"A,.090,118 "HS) "1(0° WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 518 54 57 60 83 NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 72.1 70.0 -69.5 69.5 - 67.5 67.5 56 84 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 - 62.7 62.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -88.4 68A - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 -562 582 - 53.4 53.4 64 96 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 86.4 66.4 - 582 582 - 55.6 55.6 -52.6 52.6 49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 • -71.8 70.0 -81.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 47.9 45.8 44.8 45.8 44.8 -42.8 -42.2 42.8 42.2 - 40.3 39.7 40.3 39.7 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 50.4 60.4 54.3 54.3 -51.1 51.1 -47.9 - 74 111 A -75.0 70.0 - 75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 O 1 3 X X O 0 X TABLE 9. . "XO" or "OX" & 1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16° LAMI (1/8"FI8,.090,1/8"HS) . E. 13/16° LAMI W81-15,318" SPACE,5/16" LAMI -W/ 1/8"HS,.090,18"HS) ALL "XO° OR "OX" SIZES UP TO 74° WIDE x 83° HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63* HIGH 1 -75.01 70.0 TABLE 10. "XO "or "Or & "1/3- 113- 1/3XOX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/18°A,.090,3116°HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63° HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX° & 1/3- 113 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/16"A,.090,3/16°HS) F.13116" LAMI (1/8°A,AIR SPACE, 7/16° LAMI -W/ 3/16°A,.090,3116"HS) ALL "XO° OR °OX° SIZES UP TO 74° WIDE x 76" HIGH AND ALL "113- 113 -1/3 XOX" SIZES UP TO 111° WIDE x 76° HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • ••• • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • • • asosday P.K arias. EX. Rmae" F.K F.eF F.K peria oro" 7110AT3 Bake WORD Oats 12/17/02 Revisions ¢e.a:0s ADD OtaSS TYPE E TO TABLE 9 NO CHANGE THIS SHEET D CHANGE ANCHORS AND ADD 78°HEIGHT OPTION 12100.111d 8, 081r I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.8QX 1029 NONOA'LS, FL 34274 PGT Visibly Berner SSURinCOo 8x & 141414141X WIND'Otv%' • •• • • • • • •• • • ALUMINUM OXI9EMEMl WIND PAc T • • • C.4748 I •ALTS I 8 d 13 • • X045.8 D C t fln✓v7r Lucas A. Tanner, PE. PE 998201 Mechanical ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • COMPARATIVE ANALYSIS TABLE 11. "X0" or .or & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, F71. -3582, FTL -3729, FTL•4607, FTL -4608 GLAZING OPTIONS: A. 8118" LAMI (1/8"A,.090,1/8"HS) B. 5/18" LAMI (118"HS,.090,118"HS) C. 7118' LAMI (3/18"A,.090,3/18°HS) E 13/18" LAMI (118145.3/8" SPACE,5116" LAMI -WI 1/81HS,.090,1/5"HS) F. 13/18' LAMI (118"A,AIR SPACE,7/16" LAMI -W! 3118•A,.090,3/16148) HEIGHT WIDTHS "X0X' VENT FIXED 69284 19.125 31.014 88.919 24 38.919 95.973 27 42.973 108.649 30 45.849 A B,E C,F 115.892 32 61.892 A BE C,F A B,E C.F 122 33.687 54.627 A 0.E C,F A 8,6 123.135 34 55.135 128.000 34.791 58.418 130 35.896 58.209 { C,F A 25 NEG -75.0 -75.0 POS 36 NEG POS 38318 NEG POS 43 48 50516 54 57 72 70.0 -76.0 70.0 -75.0 70.0 NEG POS -74.1 70.0 NEG POS NEG POS -64.9 84.9 -60.8 80.8 NEG -58.1 POS NEG POS NEG PDS NEG POS NMI POS Sal -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -69.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -53.3 53.3 -50.5 50.5 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -00.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 69.1 -63.4 63.4 -75.0 -90.0 -75.0 70.0 70.0 70.0 -76.0 -90.0 •80.5 70.0 -75.0 70.0 -56.5 56.5 -75.0 70.0 -50.4 50.4 -47.5 47.5 -44.1 44.1 -75.0 70.0 -76.0 70.0 -75.0 70.0 -41.6 -392 392 -75.0 70.0 -73.8 70.0 70.0, 60.5 -90.0 -57.2 -70.0 57.2 -90A 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -53.5 70.0 70.0 -75.0 -90.0 70.0 32.1 821 -75.0 70.0 -55.2 552 -52.8 52.8 -49.1 49.1 -46.2 70.0 -89.4 70.0 -85.2 -43.6 43.8 -41.1 41.1 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 70.0 435.04 %AI 70.0 53.5 -50.4 50.4 -90.0 -75.0 70.0 70.0 70.0 70.0' 70.0 70.0 -75.0 -90.0 -49.9 70.0 70.0 49.9 -75.0 -90.0 -46.8 70.0 -90.0 70.0 -54.5 54.5 -75.5-70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -50.7 50.7 -48.2 482 -44.9 44.9 -42.0 70.0 -77.2 70.0 70.0 -40.1 40.1 -38.0 38.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -90.0 70.0 488 31.3 51.3 -84.7 70.0 -79.5 70.0 -73.8 70.0 69.7 -83.1 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 Oat 45.01 65.0 45.01 ss.o -76.0 -90.1 -47.3 70.0 70.0 47.3 -75.0 -90.0 -44.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 -90.0 70.0 44.0 -18.4 48.4 -78.8 70.0 -44.7 44.7 -73.2 42.8 70.0 -86.3 68.3 61.4 -58.8 42.8 -41.4 41.4 -39.5 B,E C.F A 9,E C,F 130.378 38 58.378 A 8,E C.F 134 37 60 A B,E C,F A B,E C,F A 8,E C,F -75.0 -90.0 -750 70.0 70.0 70.0 -75.0 -90.0 -48.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 39.5 -35.7 35.7 70.0 -71.4 70.0 70.0 48.8 -90.0 70.0 -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -45.5 70.0 70.0 -43.8 -75.0' 43.8 10.0 -85.8 70.0 17.9 47.9 -74.0 70.0 -69.4 75.0 70.0 -44.3 44.3 -42.4 69.4 42.4 -84.7 64.7 81.0 -58.4 -55.7 4211 RI -41.1 41.1 -39.3 39.3 47.3 37.3 -35.5 354 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 70.0 70.0 -90.0 45.5 -42.6 70.0 42.6 -86.0 70.0 -73.1 70.0 -88.8 88.8 .84.1 64.1 -60.6 60.5 -57.9 57.9 -55.2 -48.7 48.7 -43.1 43.1 -41.6 41.8 .402 402 -38.7 38.7 -38.9 -35.0 -75.0 -90.0 -74.4 70.0 70.0 70.0 -75.0 -90.0 -43.6 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 43.6 -41.2 70.0 41.2 - 82.8 70.0 -71.3 70.0 -75.0 -67.3 70.0 -75.0 -75.0 70.0 70.0 -70.1 67.3 32.5 -592 -48.1 45.1 -41.5 41.6 -40.4 40.4 -38.9 -37.7 -75.0 -90.0 -74.3 -76.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -43.5 70.0 70.0 43.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 37.7 -382 70.0 70.0 -90.0 70.0 -41.0 41.0 -75.0 -90.0 .422 70.0 70.0 42.2 -75.0 70.0 -79.9 70.0 -45.0 45.0 -89.3 69.3 75.0 70.0 -41.4 41.4 -85.3 -40.3 65.3 40.3 -60.6 -38.8 38.1 -34.3 51.9 -ail 48.1 -75.0 70.0 -75.0 70. -75.0 -78.0 70.0 -72.3 70.0 -88.6 41.91 41.9 -90.0 -39.7 70.0 39.7 79.6 70.0 43.6 43.5 .69.1 89.1 -66.1 65.1 -60.5 -57.4 54.6 -40.4 40.4 -39.2 39.2 -37.7 37.7 -35.5 -33.7 51.7, 43.81 43.5 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 87.4 -90.0 70.0 -77.1 70.0 -87.3 87.3 -83.3 63.3 -59.1 69.1 -55.9 55.9 -53.0 -50.0 ICCP & "OW WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. "xcr or 'OX" & "X0X° UNEQUAL LITE WINDOWS TEST REPORT: FTL-3550 TABLE 12. ALL "XOX" SUES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60° MM. FIXED WIDTH AND ALL "XO" ar"OX" SIZES UP TO 9r WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 80" MM. FIXED WIDTH TABLE 12A. 70.0 110" or "OX" & *X0X" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3680, FTL-4607, FT14108 ALL '110X" SIZES UP TO 134' WIDE x 76" HIGH WITH 37' MM. VENT WIDTH AND sr mAx. FIXED WIDTH AND ALL ")(0° er"OX° SIZES UP TO sr WIDE x 76" HIGH WITH 3r stAx VENT WIDTH AND Sr MAX. FIXED VVIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES WI THE ABOVE TABLES, USE Eled°1/4' tatoNeeR • • • ifer SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • Xm05X Fl[ Dec 3/26/23 ,ate• 8 ADD GLASS 7YL EE TO TABLE 11 0s 740103 aw 6123105 2/17/02 cos C w12,.s 0 ammo Br NO CHANGE THIS SWEET CHANGE ANCHORS AND ADD 78' 8EION7 OPTION 1070 TES AIOLOOYORIVE NOKOMIS. R 34275 P.O. BQX 1629 NOKOM/S R 34274 Visa& Bettor 0 UNEQUAL LITES UNEQUAL LITES UNEQUAL LITES PRESSURfrUNOWAL CPU/GA OX eidX CA-740 rirs /3 • 7E45.8 aseasftaet MOW.' 0•0046:fiC177 • • • itAir /or PE 658201 Itfecterecal REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE °XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX HEIGHT (SEE SHTS. 3 & 4) MAX VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 41, MAX. VENT l--- DAYLIGHT OPENING (SEE SHT. 3) 0 0 MAX. WIDTH (SEE HT. 3) REFERENCE °XX" FRAME ASSEMBLY DETAIL, SHEET 11 g 00 HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT FA Maosd Oft FA 305103 AMPS* fk. FK 7110103 FX 8173115 m. ar UK FJC 12/17/02 A0313M8't a WINO 0640 t7E 4 SHOW TOP HINGE CHG SHT. NO. REF. AND ADO ITEM89 eac MAX. VENT —. I DAYLIGHT OPENING (SEE SHT. 4) MAX WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X •• ••• • • • • • •• • • . • • • • • • •• ••• •• • • • •• 1070 TECHNOLOGY DRIVE 56GT& NS • • • • • • • • NOKOMt8, FL 34778 .e.K • • 1 • S • i • • • • • PO.130X1829 •ACi1 NU aiEfNiquTWIAIDQW!�MPACT N040M13, a 34274 Vistbt7 nectar a4-740 NTS 110 13 71145 8 D PRODUCT !RENEWED as 4osidyFeg•gp are' Mc .. ;• 1J• 2018 z- 'z I I4,r /oc- L°aas A. Turner, PE. PE 058201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #1 1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATS..: 6063 -T6 #12x1 PH TEK SMS 13" MAX. Q.C. WI (2) SCREWS 3" APART AT MID -SPAN "X° FRAME JAMB 1 "0" FRAME JAMB "XO° & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Ti1.376" � 440" ® .095" J 89 CASEMENT BACKING PLATE .062" 2.919° MAIL: 6063 -T6 NOM DWG# 7071 ° 2.854" .062" NOM. 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544° .062" NOM. •• • Pr° • • • •• 80 FIXED4tRAM11 F I� A6, JAAAB • • • • • • • FOWL: 8063-TO • • • • D��# 7605A i - � 1 I —►I I--- -2.784 " FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A Aaadag rx 3 8 NO CHANGE THIS SHEET Data . MO= am 8!23/05 12/17/02 xa.+.rm, C Amame a ADD ITEM 89 124444137' a�a NO CHANGE T1I9 SHEET 1010 TECHYOLOGYOHNE NOKOA8S F1.34275 F.O. BOX 1528 MAMA 01.34274 Visibly Better • EX+fRb1SIONS L►S6EMBLY IAILB• • f7kilitstgARTM CASEI 1EST OVIVV 'IM 'ACT CA.740 NT$ 11 a 13 7058 Ilk, I /off"' Lucas A. . me , P.E. PE #58201 Mechmtl°el ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ITEM DWG it PGT.# DESCRIPTION 7002A MAIN FRAME -HEAD, SILL & JAMBS 2 1155 781PQA 3 7008 68 X 1 QUAD PH SMS FRAME cORNER KEY 1I2"X12°711/8' CIASED-CELL FOAM TAPE 5 7003A SASH -1UP, BOTTOM & SIDE RAILS 6 1155 781PQA 68 X 1 QUAD PH SMS 7 7017 670171C BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNERXEY 9 7024 MAXIM MULTI-POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 91044 X .562 P}i. PK TYPE F 12 7014 MULTI -LOCK KEEPER (8.1 . &1-1{) 13 1157 78X78PPSMS 68 X .875 PH. 811. SMS 14 7013 17E BAR GUIDE 13 7015 TIE BAR. ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING KATE 20 68- 32X.375 PI -L PN. TYPEB 21 7032 SKID BRACKET[ (LE. & R.H.) 22 7858ZA 68 X 5/8' FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM 24 7022 SNAP- ONIIANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 7108129P 1110 X.500 PH. PHL 30 5/16 LAMINATED (USA & 1/8115 GLASS) .0901NTERIAYER - SOLU37A OR DUPONT PVB 31 5/16" LAMINATED (1/8HS & 1/8115 GLASS) .090 INTERIAYER - SOLUTTA OR DUPONT P VB 32 7/16" LAMINATED (3/16A & 3/16115 GLASS) .090IN IERIAYER . SOLUTIA OR DUPONT PVB 33 7/16" 1AM1NATED (3/1615 & 3/16116 GLASS) .090 INTERLOPE. - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/161 41 7042 GLAZING BEAD (7/161 43 1224 6TP247 VINYL BULB WSTP (HECK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 6163SK SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 088 X .500 SQ. EN. TEN( SMS 67 7004A 67004 CASEMENT FRAME ASSY. TUBE 68 712X1PPT 012X I" PH. PHIS. TBK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711373 SNAP-ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM 73 74 DWG 0 PGT. # DESCRIPTION 7025 MAXIM SINGLE LOCK 7016 SINGLE LACK KEEPER 75 70834A 08 X .750 QUAD PN 084S 80 7003A FILED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA 68X1 QUAD PNSMS 82 7010 /008D FRAM CORNER KEY 7007 INSTALLATION HOLE COVER 85 7047 67407 86 13/16° 87 13/16° LBAzING BEAD (13/16" LG.) LG. GLASS (1/8111$ AIR SPACE, 5/16 °IAML) 5/16" 1AM1= (2) LIES OF 1 /8"HS GLASS WITH AN.090 INTERLAYER SOLUIIA OR DUPONT PVB I.G. GLASS (1B11S, AIR SPACE, 7/16 °LAMI) 7/16' LAMI 3/16A & 3 /1617.5 GLASS WITH AN.090INTERIAYER - SOLUTTA OR DUPONT PVB 88. 13/16" LG. GLASS (1/8"3IS, AIR SPACE, 7/16 *LAMI) 7/16" LAM( 3/16105 & 3/16104 GLASS WJTH AN 090INTERJAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706° .050' .865" 0 5116° GLAZING BEAD MAIL: 606346 DWG# 7036 .523 " - 1 .050' �l ® 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" rt._ 1: 00" T r ° •` ••• • • • • • • � • • • • CJ�3P•MEI FRAME • 1 501 CASEMENT SOF ENfRI ME • • ASSEMBLY TUBE MAIL: 6063 -T6 MATL: 6063-T6 DWG# 7006 DWG# 7004A .423' 993"r n ��� .289" - .040]1 1 --- .172" L .870" 1.050° I- - .569° 10 13116' GLAZING BEAD MATL: 6063 -T6 DWG# 7047 1.124 "r-- .125° .062" INSTALLATION HOLE COVER MAIL- 6063 -T6 DWG# 7007 IMMO' RENEWED anamplyfax with Oft Holds 1340002g Cada NG kPA 2,701 13 gnat 1n: RK Oft f 3/15/09 Meade", FK Mgr 7/ 7/15,03 ma 872320 X17/02 8 RwMma limerskos C ADD 13/18'1G. GLASS 8 °LALNO 82.40 NO CHANGE THIS SHEET ADD EOM/,.. TOI7EM44, SOJCONEAND AOD ITEMS 81 88ANDS9 F OsOr 1070 TECHNOLOGY DRAM NOKOMIS. FL 34275 P.O. 80X 1375 NOI(OM19. 8.34374 4T41y„ • • • • • P/ R1 LIST:& CX1gUJIONS• • • • 11.141NtIMOASE1941T141 * IN2PACT UJs/bly Bever GI.740 .I NTS 12 13 7045.8 I D �- - t(/2(% Wan A Tuner, PE. PE 658201 Mechanical • • • • • • • • •• • • • • • ••• • • • • • ••• • • • • • • • • • • •• • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---1 r ASEE NPT; c I 1 112" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 1/4° MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM h-- A SEE NOTE 2 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM ®SEE NOTE 1 -1..,. ,"11'1,'1, p,pa°,I,U,,. iiiil i,,...„ ii, A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 ASEE NOTE 1 SEE NOTE 4 1 1/2° MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK A SEE NOTE 4 1.1/4° +, MIN. FIXED UNIT FRAME r erig MO 0 WI ,I111,111171,, SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. OPERABLE UNIT FRAME TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS 01.1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. • • • • • • • • • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL •h1CKN • I• t!S9TkAN01 'W2",1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEWICT AS 27f AaE 31/x1 1ICK QR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS d /?S APPROVED BY AtJTNORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. ROM ion F.K ansm3 APoCFNJRAGE DETAIES • • • • • • Vender • • • • • • • • • • Vis+Goh defter I it t 3• - 13 705-8 Damn RK 7/1 7/10/33 • RftiSIDINC a.tiemc C ao.wm,r NO CHANOE771ISSHEET NO CHANCE THIS SHEET REVFSE NOTES AND REMOVE 9118' TAPCONS ® 514 SCREWS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30278 P.O. BOX 1529 NOKOMIS, FL 30274 TO CONCRETE 6023108 2117/02 RaWtl 87 °s" Lupo A. Turner, P.E. PE 08201 Mefienleal ••• • • • • ••• • • • • • • • ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • •• •• Fi BUILDING. CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction aiae`4ais. The documentation submitted has been reviewed by Miami -Dade County Product Controki,Visipn ancOccnted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other airg 4jiere atlgi+�lby the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade cuttity Prodlitt titrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Courlty7leserve• tM fight to have this product or material tested for quality assurance purposes. If this product or ma:Va.)';ails toier€oxn in the accepted manner, the manufacturer will incur the expense of such testing and the; •may immgcaately revoke, modify, or suspend the use of such product or material within their jurisdiction. VORA;reservegtbo right to revoke this acceptance, if it is determined by Miami -Dade County Product Control DivisionShat this p q Wct or material fails to meet the requirements of the applicable building code. • • • • • • • •. This product is approved as described herein, and has been designed to comply with the Florida Buildinggede, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75 ". and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process._ Misuse of this N , ant of any, product, for sales, advertising or any other purpose ;'Fat' toad. t -t us NOA. Failure to comply P � g Y Pm'P Y � , __� � . . with any section of this NOA shall be cause for tercm ,40,04 of WOA ADVERTISEMENT: The NOA number preceded ita rds∎Miuxnt Dade •Cbunty°jr ii, followed by the expiration date may be displayed in advertising h " `:' * ` c�`rr yi *i�P'4f Lp, IQAj }: a Dyed, then it shall be done in its entirety. r o `r"�f� J n y �aPEiO'�GC:�` I; i r;; _,Of � Ible for aiIPY!c��ISICJftl$,�17 03e� INSPECTION: A copy of this entire NOA shall be pnetirtbllie user'btn3 and shall be available for inspection at the job site at • �W1''o f the $ui� a > ,; _.- won MIAMI -DADE CO , FLORID METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.uov/buildinacode • • • r. This NOA renews NOA # 07- 0418.06 consists of this'■ ` , saucg o0Ah tvErd ettedreadRaipproval distributors document mentioned above. The submitted documentation was reviewed by Ishaq MIAMIDADECOUNTY \\S�� APPROVED EBY OSER.� poi NOA No 08-1111110 Expiration Date: February , 4 Approval Date: January 08, 2009 Page 1 • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 1tqr.FBf TAS-94 4) Small Missile Impact Test per FBC, TAS 241.64. '.:..' 5) Cyclic Wind Pressure Loading per FBC, TA&$€)3 -94 • along with marked -up drawings and installation diagram of alum. Fixed.Miidows of d&'laVs shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report Ih3:1L- 3835'aaated • . 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and seadedbyJoseplz, P.E. • • • • C. CALCULATIONS • • • • • "" 1. Anchor verification, comparative and structural analysis dated 04/13/n071 prepared, :. signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME-1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). ••••• • • • • • • F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418,06 expires on February 19, 2009. E -1 ke7k4etct 1. LLC .1 'shag 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16` AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LTTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASSY, FLANGED 7 SECTIONS, INTEGRAL FIN8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS UST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 r� ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2000,LUMINUM DESIGN MANUAL 44- 1a1►s1$ 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT A EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• PRODUCT asedd aldeals(ly M Florida Espbaaas 9 4N D PHODUCCNEVISED ismarplyieg with die Needs Daktieende Arzaplaate Dab a- Jtb7f/ /L Ogee Sitar 4/007 Cbtx 1211809 e CHM NOTE 270 REP. AMU 000O2 AND REVISE ANCHORAGE NOTES ADD R S 70 NOTE BAND ADD NO7E 7. Ralskas A REDUCE ANCHOR SPACING FJC 7/1403 peo■al: 1070 7EO1B10LOGYORNE NO11016$ FLOWS PO BQX1® 80101008 FL 34274 NOTNi & TABLE OFCONTENW$ :ACUIVIRIUI " IT i 1 RQ WIN uy, IMPACT ••• a' d•12 ° 42594 IB Rol RobotL dark PEE PE 039712 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS OUTSIDE O 7116° AIR SPACE 3/16" HEAT STRENGTHENED GLASS ._. R o 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT - STRENGTHENED GLASS tWidarix a,ae 414107 am 7/74@9 Ant dm B fad A !K1 C1474OE7MBSWEET f!O maim ma steer dm. 1WaTEQtl4ELO@Y(NNE FL 34275 P.O.BQXI�B MINOMIg K 3W4 OUTSIDE 11/16" NOM GLASS BITE 111W ill'Finh.IGDETAIL FLARGEEFFI2ItraGR&L 19N FRAME (INTEGRAL FIN FRAME SHOWN) .. ca.4ac . . •. •• !Mg;.atunalu 1tr0/S $lNi3Opy IMPACT ate• • • m• m..c • 'M" s wr PW-78f FUL1.� 2 s 12 4259-4 I e mows wawa° 14%051117115144115 &Morita BMW Co* D1A+ioa �i3 d7 Rabat Clerk, P.E. Pt 039712 96aob"B ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. FAN MAX SIZE = 96" X 47° OR MAX AREA = 2417 SQ. FT. SY ALF CIRCLE MAX SIZE = 96° X 48" R MAX. AREA = 25.13 SQ. FT. AI& 110 OCTAGON QUARTER CIRCLE MAX SIZE = 60° BETWEEN FLATS MAX. SIZE = 68° X 68° OR MAX AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX SIZE = 96° X 47° OR MAX AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE = 96° X48" OR MAX AREA = 31.99 SQ. FT. 96" MAX 441 DL 1-- 921!4° MAX D 0 NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. RECTANGLE: •• ••• • • MAX SIZE = 48 "X96° • • • OR MAX AREA = 32.00 SQ.J r.... ARCH. MAX SIZE =48 "X98" OR MAX. AREA = 30.28 SQ. FT. PTH7 ottoridia....phing: the FkallII goddlasCode 2• EMMET REVISED .0 AtaPsaso Expkass Dee Pis %- J.. =art • dr • • • • • '1 • • • .. • • • • t M1brR!. • • Corctc ean FX FX Mane: FC i7HNO3 7/14/09 UPDATE ANCHORAGE NOTE NO pI4NG5 TM981EET Omk corthrmee the with the 'a for .. • 1070 PECMOLOGY *FLAWED , 4L • "RSaz'°� • �• IN 414t�aL ily�11 P.4(1;D8Gd •� ", �,.: P.R KW 1679 �.i ,,, /[(��• _ ./..n Clerk, P.E. mom F191174 Vw.*letfn • ° nn••• ,;(44� �i � f ), ' Y1 pU 2 iii t '. 111111:4113‘ -- DATE ••• • • • • • • • ••• • R. IN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • •• ••• • • • ••• • • SIZE = 60° DIA. =19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN OR MAX AREA = 20.71 TS FT. QUARTER CIRCLE MAX SIZE =68 "X68° OR MAX AREA = 25.22 SQ. FT. CH. MAX SIZE = 48°X98° OR MAX AREA = 30.28 SQ. FT. ELLIPTICAL MAX SIZE = 96' X 47" OR MAX AREA = 31.99 SQ. FT. MAX SIZE = 96° X 47" OR MAX AREA = 24.47 SQ. FT. EYEBROW PRODUCT RENEWED as with the Redd. nailing Code AcceptausNo Expindtou MAX. SIZE = 96° OR MAX AREA = 31 -" SQ. FT. 981/4° FRAME O.D. 96" MAX. A 501/4" FRAM- O P RODIicr FUN osS, ▪ cattplybeg with tie Floras addillaColk • ▪ 1PL•X 04 "9 HALF CIRCLE MAX SIZE =96"X48' OR MAX AREA = 25.13 �. 931/4° MAX DLO EZOID = 48'X96° 31.99 SQ. FT. 1070 TECHNOLOGY ONVE NOKOMIS, FL34273 P.O BIN 167 NOKOIBR 70.3474 ADO FRALEaa OMENffi1ONSA1®UPDA7E ANCHORAGE NO7E F.K. 7/14V3 Visibly Better ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o >� 0/7 °mt L Clerk, P.E. PE 035712 Structual TABLE 1. DESIGN PRESSURES, GLASS TYPES: A. 7/16" B. 7/16" C. 1 1/16" D. 1 1/16 WINDOW 'x' DIM. 49.000 GLASS TYPE 28.500 GED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) INATED GLASS (3116"A, .090, 3/16HS) INATED GLASS (3116"HS, .090, 3/16HS) 1 ., 3/16HS, 7/16° SPACE, 7/16° LAMI (3/16A. .090, 3/16" HS) /G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FR.-3835 FTL -3835 FTL-3850 FTL -3850 WINDOW "Y" DIMENSION 34.000 A,B,C,D AREA +80.0 -80.0 +80.0 I -80.0 39.600 +80.0 I -80.0 45.000 +80.0 I -80.0 48.500 +80.0 I -80.0 48.000 +80.0 I -80.0 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 16.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D AREA +80.0 I -80.0 +80.0 I -80.0 10.79 SQ.FT. 1287 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 _I -80.0 +80.0 I -80.0 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D AREA +80.0 I -80.0 +80.0 I -80.0 11.88 SQ.FT. 65.500 I A,B,C,D AREA +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0' I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D AREA +80.0 I -80.0 +80.0 I -80.0 76.500 A 14.05 SQ.FT. 16.78 SQ.FT. +80.0 -80.0 +80.0 +80.0 I -80.0 +60.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 19.48 SQ.FT. 22.19 SQ.FT 22.93 SQ.FT. -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 23.67 SQ.FT. +76.8 78.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 AREA 15.14 SQ.F1. 18.08 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 I A B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +60.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +88.4 -68.4 +67.0 -87.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +83.9 -63.9 +82.4 -82.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.6 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 98.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 8,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 i -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 28.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. • •• ••• • • • • • •• NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT I NJABLE • • • 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE us.m. IN 1.8R'TQ1i1E3#SSSJ FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. PRODUCT RENEWED so coonlyinvorm ON Florida Wen Code Eopladidd OW. 19 IA .:iiisgaiiiiiiit, Mottos PI IDUCPREVISED sesompbies with Fkdda Viddlog Cods Aeceptoaro No ' - vs! Dec r7ed1K1 Ce•ba/ ".,mer ow" FIL larader F.K 007..2% FK aw 91M= 4I4 7 8 &Is maim MAW A CHANGE NOTE 1ANCHOR1NG NOR F12SCREWS UPDAT E DESIGN PRESSURESPERAGME 13»O2 AND NOTES. CLEAN UP TABLE I DESCRIPTIONAND HEADINGS 11 r° omm19r DAR 7/14m3 1W01E:lNOLOGYVANE NOKOTAIL FLOWS P.Q. B¢X 1529 NORMS, FL 34274 •• • • • • r • VWbt •et er • • FLANc ®v1GfDE$ 4't POISURES AEU U •P TYRE' WINNOW IMPACT PW401 • • :. 5 �'2 • .. ee. 42594 ffiL aml,, PE PE 839712 Sauchoul ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I 4.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I 430.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 71.000 I A,B,C,D 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +78.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 I A B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 67.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +60.0 -80.0 +53.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.6 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.68 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 480.0 +80.0 -80.0 +74.0 -74.0 +65.5 • -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 2633 SQ.FT. Taro 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: • ••• • • ® • • Bf 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A32 SQ. FT. UNIAIN TABLE B. • 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN CIR Fri yVtTHDV. SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMEN S • • • 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • •• E PREFSUR :FOR THE SMALLEST PRODUCT RENEWED a• emptying with the Florida Bolding Code Ammeter Roes- 1112.10 Swindon OM "Li /4120/ sy pO LLaN f M k s ttbiekm es coespbigurkit 6e Meth fehlitz Cade Meeparo.RA • - •; Eq••W 'We" . • A. RwdOX mec a••ima awaeb.. F' ces Aft 1211&0.3 • a teF FIL ermax r,• 7/74109 Notatax A Chated UPDATE DESIG4PP SPERAS77..4E 13a0.02 AND NOTES. Gt'ANUP TAME 2 DESCRIPTION AND HEADINGS CHANGE NOTE 1 ANCHORING WlTHD12SCREWS eme 7920101.0GY DRIVE NOKOME4 FL34278 P.O. BQX 182+1 NOXOMIS FL 9194 •T1N7EGRRAL FIN UNITDESIGN.PRESSURES • . �IAI,UIOl1QIUM'p14`TIRPOVrD�C3 IMPACT V1si •• Mari •• I 16 m•1' f• w 42664 11 Etched L Clerk P.E. PE Sffi712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 2.784° r--- 2.784° 0 —� OUTSIDE 0 1MiI �ig�l MAX DAYLIGHT OPENING MAX WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O o 1�1 © O lom 0 ALONG ENTIRE JOINT SCREWED C • RN ER ASS'Y (FLANGE FRAME) Q WELD (FLANGE FRAME) J H 11,1 -1 0 k� 0 MAX GHT MAX 0 DAYLIGHT OPENING r:.. • • •-: LSERJ iSAL•bECTION WINDOW HEI ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) •• ••• • • • • • • • •• • .•• INSIDE • (FLANGE FRAME) PRODUCT a2ENEWED •=ply*gi with Dx Florid* • aWiag Cade Espintho • aD° nl 37 14.6 1.!J.., . ,. ww � owlam a., ' ptle:3= So .. ftisalBp Dd. FX 44107 waaaeF Dale FA 17H6Q3 draw lijK FA 7/14= B lima A NO CHANGE THIS SHEET NO CHANGE 7H1S SHEET taes.aep Dabs 1070 TECHNOLOGY DANE NOlt0I18, FL saw PA.6Epp 15$ ?WKO 8 FL 374 -- - • lkdb1, •• SE ONS'& 'ORN -,; !FLANGED ZUM 4UAAPItTtJR6 I4NI O/, IMPACT enaae.t• • • m. Des • ...ft Pw=701 FL9LF9 7 e 12 4259-4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG NO. PART # DESCRIPTION 1 4256A 84256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 84253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1116" LAMI I.G. GLASS: 3/15" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3(16" ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4282 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED I .970" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 .346" .975" ITEM 11, 2.784° 2.500° ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4258A 1 1.875" 1 •• ••• • 1- - .082" •�--� • • 2.784" • • 1 1/16 LAMI I.G. GLASS BEATS. ••: MAT'L:8063 -T5 • • DWG NO. 4254 1 ITEM 41 AWED FRAME • • • OA1'I! 6063 -T5 DWG NO. 4253 PRObutl ;:rJ.swan n contAtapc411 Rt.kA •,Mio& Cad" A"a<. No, ,- .10 E •m ay Mb al graisfaaa Recd.* FJC Mel Bs FR FX Daft 474/07 Ada ,21,./09 aft NstlabrO B A NO CHANGE Ti088NEE! NO CHANGE INS SHEET ablated Of ask WM TECHNOLOGY OWE NOKOMQB R 3M273 P0. BQX14Ye taiox s Ii 34174 ViALIdy Bens RIUS(6w PROgTL S1•P.4RTS LIST 'Af LOMINilkl PI$TL I$.4v& W, IMPACT `gip IHALF' ? °12.1 4 IB_ ••• • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• .131" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A WOOD ANCHOR (SEE NOTE 2) I r1/4° MAX .i: 1/4" MAX. i SHIM I £ SHIM 1 M!8° MIN. ,l 13/8" MIN. ®EMBEDMENT_ ®EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX I SHIM WOOD ANCHOR (SEE NOTE 2) • P SEE NOTE 1 FOR • . ' EMBEDMENT , A. 3.6 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® 1osu 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS, EMBEDED 1 318" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4" MIN. aj• 1�1ts15 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED SY 01111 R$ OR AiS VPRO1•/ED B'f AUTHORITY HAVING JURISDICTION. • • • • • • • • • 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OR pen /ISVD A 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL. SUPPORW ) THEPWINDOW FRAME•SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) f 111 EMMI SEE NOTE 1 FOR i." ; , . ® EMBEDMENT. 1/4" MAX. SHIM FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A 114" MAX T }� SHIM 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU PRODuCf Na.At. aft O c,mfay7ag Mtk 070 t±a`klo Bolding Cada Acceptance NoLSI%2.16 sous 21r9!'al4 s, Islas Dais 1070 7001101200Y ORNE Ft 370 P.O. =IMP NO1f0W4R$4270 •• • 1!:X AImCPIORAgE - HOB, 9tLL•AND JAMBS SAW MIN IA:PICTQ 41.14OW, IMPACT rte• N • awsaa. PW-701 L NTS 110 a 12 42594 11 ( Ldmk, P.L PE ®39712 SPuctural ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X re O U a d > WINDOW -r DIMENSION 15.0" 20.0" 25.0' 25.5" 30.0' 34.0" 39.5' 45.0" 48.5° 48.0" 1.2.,4. 1.,2,4. 1.,2.,4. 1.,2,4. 1.,2,4. . 2. 4. . 2. 1. 1. 2. 4. . 2. 4. . 2. d. DIM. X Y X Y X Y X Y X Y XYXYXYXYXYXYXYXYXYXYXYXYXYXYXY 49.0" 0.C. to. `9 N n m t r o m di N VV N m r or m n to N W CO 83rs�.- rr m N m rr m �c�tAaiA � NWN CO CO m W r m c�3�c�°9�e�3.- W Nr Nr Nr N c r Nr fit. N �l -eAcs1 r N. -NNr NON 540 O.C. CO " O V I., go o O V- N `S O "t m g o w 0 , SS 0 s_ 0rO s E s W0W0W0P0r0 E s E s, s a s P s_ 0r s. orOrO s' v s' s� 0 s 0 N 60.0" 0.C. V- Is r° r r N P m N W r�rrrrr83r�sNail� CO W m w m m W w rrl�r m W co '-r r m rArl�rrr r w V m r W co N 65.5' O.C. PI PI o r., a ?i 0 o v Pi 92�9 fV a P3 s P/ W v R or a , Pi 0r a , A orowoWO v ,- e�y m a R m a s- Pi m m •- a) Wm a c.- R oro a , R m ^ •g- mrrororm a R V* s- PJ.- V5.12 a, a NI 0 a o PS 0r N 71.0° O.C. m r"r m A 0 m A , - .-.., NI Nr°Dr m or m ?i w CO s7. .- CO rAst.A-4 r 2 ,- N.a�ial: Wm'WW m m m® m sD of ^rai,"r°^rr.r ®W m ,- wWr m as ^rWrm Isrr:r�rP^r m m co 76.5' O.C. a ' p r a a3 O 0 • Pi ONO V a Pi or r m a Pt O W v ?1 O v , di r O a r ens r 0 Smamama ,- r '- co P w O m O r CO m' a r �s O r g r w or r m VaVopV4. as r O r r co r r W "1' r e�J O `m g N r co r 82.0' O.C. CO .- r m r - 'm o r r CO r m CO r W CO "" ,- CO ,- m �r0e�r�l° .- mCO w r CO ma CO m fD r .- Or,7yr .0 r m 7.7 r - a3•- r m a Av, r CO -N'Tio r a CO 87.5' O.C.ai m N r' m ?i N o m r7i r ry r m r v r m m r W ID rr 2 CO uSin- r r co rrIs077 r Or mm W m r m'P_mm W N ••••,.. W m, 9 pi -rr:rIs O w W tevc- m `rr r O vfrvVm R r w I;rrrnN r m co O to m 93.0' O.C. r f` S r o T3 r r % r m r w �r�s'r7s r r r :Way m r Pjmaimr W v W r rD, _m r O r Lw �r r m O "'a+`P r 98.0" O.C. N NI n N O r V r r ` m N, W 2 r r„ N_ r o r a/ W m i$ r CO 229 is W ai P W CO LV r r LD c3 r w m r i m v v r O r �_ m r P r m m P. r co P O ,- 9 r P im r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y' DIMENSION FROM TABLE 3 (MIN. 2118' O.C. CONCRETE SU•®B!RASE)• • • MAX. 812° FROM CORNERS • • • • • •• • • • 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: • • • • "Y" DIM. • •j•• •, • • • • •• •• • • • • • i -•-s! °X' DIM. ----1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 811? FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (35) 2. #14 STEEL SCREW (G5) 3.114" ELCO TAPCON 4.114° ELCO 584 CRETEFLEX 5.5116" ELCO TAPCON PRODUCT RENEWED � wrraarcAcrid* t 7 11 Oolegn &enrolee. 2. e . o A INsfoim oaf Vale seccesx F.K a°®aeF Oran8x F.K Dos 114/53 lawittar 00000 NEW SHEET Da 1070 TECHNOLOGY DRIVE NO0049.F434V0 P.O. BQX f8710 NOM FL 34274 •• • Betas. OR.46E, WOOD SUBSTRATE ALCMIAVI Pit RE • W, IMPACT 1 �m+r° NTS 1 s 12 11 el/P7 / oe Oiair, P.E. PE 42•712 Struovaal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. °X DIM. 0 ci n. ¢ > WINDOW "Y" DIMENSION 15.0' 20.0' 25.0° 28.5° 30.0' 34.0' 39.5° 45.0` 46.5" 48.0° 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0" O.C. ��Do d3 A ��!Dp 4�3 ° ¢pp1 d3 N CO �O !'$ N N s w ;1-, OD �O N a '" CO w w �O l73 N w r w' P eQp co r r CO �! r r ..- m fi P m ,- CO SN- _m r� w m at m r� CO m r` P sp P CO ggDo eat .N" ,- P a .- P m °- r: I� m a m qD g P< CO c3 N < m fi ti s7 P CO a3 N P CO ai aN- o4 54.r O.C.atia0a�a- m o n ro o CO O N co CO 0 N N ro araP�wa.V 0 sr m CO O .t m [V m CO o ro -SPa- P O P m O pp m s-a- w CO o CO w O m w pp rP n , V' pp o .- co a.-��sa O P pp a., pp m CO Q V << m a ° �P 1- .o. n 0 O P N05..., ro O 60.0" O.C. r- N O w m N P V r CO w sr r m sr r co �pO t0 W w aN- W m r r< r r ro m of w r m a3 w r m w m f` m 'a' P CO qD 173 CO < a- .°-- m A CO go es CO m a w" V N V m n CO g n m a w r r r 65.5" O.C. V' ��' O co P n sf a O o V' a O 4V ; ro° V' e'3 }V m Ts m ,d, ,_ m V' a O „r, •- ro m a ro w sr a O w m ^ < St a3 o P P V' a 2 < m P co g CO V' a3 0 m g w V' 4a O m g--7,7-. w® m ,4, CO sr a3 O < sr a3 o` ,- m F pp a pp sh at o< N - Y at o N < P m co s7 P �" V' at O N P St a3 O cm 71.0' O.C. CO ?3 m 3 o pp r vV ro N °- m ^ V• •- m P o r„ w OD w pp < ro P m ?3 co a3 m �3 m 1: CO m a3 m CO 8 V' P a n < ro .- < ro ca as co ti V •- m ai VV ;P. ' r. ro r w '! m a3 P A,- CO m< .N- m 03 F CO m s„ m P n w w w< w m m w s- m co w< P< m P 76.6° O.C. sr O N - 't O oat 'et O N m Sr aI Q N co s7 w Y •- ro° V' F9 sr m CO m w 'Q ° w m .'ti- CO < O o .- V' a3 o < ro n m w° s7 m w° sr `� m a CO N CO �. P CO R w P° V' r9 P P N .`- OD 1 CO P CO - < V' °< N m V• .- r- ` w V' ° co 82.0° O.C. ro < P .- m ,- O o co m F r V' a3 m �' •- co CD ? From .- V a3 w CO < P w m ai r` : co P P co P ,- co a3 w ° ro a w< ro® < 473 w go r CO V' P CO o < ID P < m al CO co a CO V• ,� m< N m N •.• < m ti of •`- ti o ro 04 s- P 87.5' O.C. �o u3 P ti ro 1' P ° m N w /4 ` v- �V s- -` 1: to P ro t�5 N `"2 m fi CO w ` N w co = m ° P P o r pp ^ m CD �3 w° m CO j w I li3 r CO e�+ w m` m '- m CO ti w P P CO r < m 1 CO ro m 1.-......- m: VV .- m a3 r< N m ID .. P A CD r m r P 93.0° O.C. CO a P co CO a P O m ° V m< ro a " al w s. CO ro` a P r CO se CO w co a r w pp A < m a P P �o g- .- P .0 m co ai w° m co A w< m V1i m- of CO .- CO V. m w v to a< a- m a3 W pp a W O r P m a r, VV .- < ro w " P r+ w 4J % s- P 96.0" O.C. ° e r- 44 o m a3 w y m N N m av CO v P CO N sr `- m m n co w r w; 2 A P° S1 P" P P v m m 5 w° �I P m a3 w 03 m a3 w CO . m co CO < a ." ro CO a CO m n m< V a 3V < ,D '� m ' N m Ir co r P r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X° AND M DIMENSION FROM TABLE 4 (MIN. 21/6.O.C. CONCRETE SU• !RPR • • MAX. 81/2' FROM CORNERS " • • • • • N • •• • • • N 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: • • • ••• • • • • • • 4:•- • . "Xp DIM. ---..-1 FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 112' FROM ANY CORNER. ANCHOR TYPES: 1.#12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4 1/4° ELCO SS4 CRETEFLEX 8.6/16' ELCO TAPCON PRODUCT 8EAe:(KD locceogleog N6s tor Ppt;aEl 11011311 Cock Acceptance Bspbsdrat NooB - it12. oty maw PRODUCT REVISED cooplylarldth So north Beddtrg Cab Amigo= Na /I 43..' DOA �q:±rL^ Rood Co F.K 7 Coma BO Orr. Reviabos J1E77EE7' prF JC X4/03 CAMOIN Doe" 16rorECraraooYDRIVE NOKOAG4 8.34216 P.O.8QX1878 NOAINI , FL 34774 •• Hy Berm. p„a a • • • 4101 • E, ClaICR T{ SUBSTRATE ALUM/n& UM PIC.; I?dT t OW, IMPACT Be•aa , • tars e* • Carona PNc767 I NTS 112 ar 12 I 4259-3 L pork P.E PE 40llZ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 MIAMIO COUNTY oink- &- 1 I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, F1.34275 • • 4r 1)ootAs Fatibt Ado METRO -DADE FLAGLER B a ING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com SCOPE: • • • • ▪ • •• • . .. This NOA is being issued under the applicable rules and regulations governing the use of ca ction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Wan and accelted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other are; »ere a11e e'tby the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade lriy+ Product uentrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CouiiMMerve the right to have this product or material tested for quality assurance purposes, If this product or material fails to,ptlfthn in the accepted manner, the manufacturer will incur the expense of such testing and the• 115°xiay nnm ed{ately • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserve Wright to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "F) -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEME ' : it • ... _.: r prec- . - . ' - ords Miami Dade County, Florida, and followed by the expiration date may ; � ,; ' �`�� ;:� �'" •rtion of the NOA is displayed, then it shall • • be done in its entirety. INSPECTION: A copy and shall be available f This NOA consists of The submitted documen the joligrlitiki /swell as vide drhe user by the manufacturer or its distributors ding Official. oval document mentioned above. viewed bytItIlikelogiskg 18 solely to the fabdcannt a +na on of the of of all trade& NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. . • •••• • B. TESTS •••• • Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, per FBC, TAS 202-93: :: • • : : :: • 3) Water Resistance Test, per FBC, TAS 202 -94. • • 4) Large Missile Impact Test per FBC, TAS 201 -94 •••••• '..'.: NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) UTE OF 118' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLD(IKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. B. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIK= EPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3(16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16` HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDQtEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 3. CONFIGURATIONS: X O XO.OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-521Z ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFERTO TABLE 2, SHT. 2 FOR DOOR TO S1DE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3116" HEAT STRENGTHEND GLASS EXTERIOR EXTERIOR lir GLASS ® Uf I I' 12° GLASS WTI EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLBUKEEPSAFE MAXIMUM .402 A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR MAXIMUM INT. - 3(16' HEAT STRENGTHEND GLASS • • • .465 4�• • • ••• • 7 /16"•1%11AL:0R4.• • • • GLAZING OPTION C OR D, NOTE 1 • • • • • • •• NOA DRAWING MAP TOPIC SHEET GENERAL NOTES. ...... 1 CONFIGURATIONS. 1 GLAZING DETAILS..... -1 DESIGN PRESSURES_2 ELEVATIONS. .... _........ 3 VERT. SECTIONS4 HORIZ. SECTIONS_... 6 PARTS LIST 6 EXTRUSIONS..........._.. -6.7 ANCHORAGE 8-10 Approval as complying:0 dm Hinkle 1 15 7887 NORM e7- 9G5A• d M1Oami Dade P.odstGnbaI filihitivi I. mmmaasoLOOYDRIva NOMAD, FL 8408 PA 0VM NOICJAA x.8404 NOTES AND QlJIZINGAE A LS • • ALU11� l 9OI & S, ,,, •E5� 1A?P�C7: sarem" Ate' • oho". • • • •'+b FDWf • • I lif e I 1 i 1i L . - 11005 -i • • B • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TA I� BLE 1. pESIGN PRESSI APPROVED CONFIf3URA (FOR DOORS W/ SIDE LUTES REINFORCEMENT IS RE X WIDTH XX WIDTH 3° 37 1/2"1 6° 71 3/4" 0 WIDTH 27 3/4" URES FOR ALL CONFIGURATIONS IONS: X, XX, 0, OX, XO, OXO, )0(0, 0)3C & 0X00 THE LOWER DP FOR THE DOOR OR SIDE UTE PREVALS) �UIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 68 -114° 7°-833/4 87314" 91 3/4" 8°- 95314" +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LUTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 01MDTH 1 36 3/4" -75.0 +74.9 -74.9 +70.4 - 70.4 +66.6 -66.6 +83.1 -63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D -75.0 +75.0 -75.01+75.0 -75.0 +75.01 1 -75.01+75.0 -75.01+75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR! SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, )00, 0)0(& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LFfE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LUTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 88- 793/4" 7°- 833/4" 87 314" 91 3/4" 8 °-953/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52A +49.8 -49,8 +47.4 -47.4 271/2" 61 3/4" +54.9 -54.9 +61.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44,3 .44.3 291/2" 55314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" g° 59 3/4" +48.0 -49.0 +462 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 5° 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 673/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE 0 WIDTH GLASS TYPES A, B, C OR D SIDE UTE 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 123/4 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 NOTES: A1. GLASS TYPES: A. 318" LAMI (1/8' A, .090 PVB, 3/16• HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3116" HS) C. 7/16" LAMI (3/18" A, .090 PVB, 3/16" HS) D. 7/18" LAMI (3/18° HS, .090 PVB, 3/16" HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX#XO WIDTH = 731/2° MAX. OXO WIDTH =10912° MAX. XXO/0XX WIDTH = 107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SIDLE DOORS 33 6/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 6418° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDm0N. NARROWER DOORS MAY BE USED WHERE EGRESS B NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WrrH 29° SIDE LITES DESIGN PRESSURE =+87.6 / 67.6 PSF EX. B FROM TABLE 1. 0X00 WITH GLASS TYPE A 88" WIDE x 85" HIGH DOUBLE DOOR WITH 3812° SIDE LUTES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =;43.8 / -43.8 PSF EX. D FROM TABLE 2 OXXO WITH GLASS TYPE C 63 314 WIDE x 80" HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE =+4311 -431 PSF - ®6. FOR REQ -75.0 CONN -75.0 067 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -84.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 381/8" +35.2 -352 +35.2 -352 +35.2 -35.2 +352 -352 +34.4 -34.4 36 3/4" +34.0 Hobbes -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 Irk ir Ammo a,,.",Nana.4661. Rwloa m'9a ZOD% R! SIDE LUTES FROM'TABSE Y, WHICH , , jINOA6 jRCSMENT AT DOOR TO SIDE LITE Rama pads Padget SEE SECTION E'E, SHEET 5 FOR REINFORCEMENT C hEickIf9C ': '•rte l°d.:; v,v4 -t „. design cc r,• ••• • • the infer :• • • • • Contracts • • • •• oonIrmec y F • • i • 6. kdoIRnatien tI f)(OOBSS®S or 3L r. � F9_ g i Lam • •. - .( :e, .111'- c'ON r,"tyib &eitoai1 c,,fSiSU . in �{ .t. r of „Itra)S 1 /Y.d) 10781EO NOLOGYI88WIE NO ra=F.8OD8 NOKOMIS. FL $1274 /Clark. P.E. PE 639112 Structural •• ' F bb • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • A 4 95314 MAX. HT. TYP. it DLO/( DLO (TYP) i 4 1 �. 0 / X 314' 143 EE NOT . 38 3/4' I�AJC --►f+ ---SEE NOTE 3 M�, tiir� � I 1 ii l I (TYF MC \,. HKi E{ 'IE \` / Er lE o XACT zWACT. o hr�n 95 3/4• MAX. (TYP.) 8438' MAX. DLO (P.) DOOR DLO HER DLO WID DLO WIG app.� r;wgnaa�e. = HEIGHT - 1138'® ri�'fn d d,os Gnix `3Sla C7L , 7C = DOOR WIDTH - 1215/18' ,k t.�s. s? d 70C = DOOR WIDTH12 -115116' lar NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THR 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND ' O(' DOORS BY 310 WHEN ASSEMBLED TO MAKE ' (O','OX','OXO' 90CO3'O)0(' AND 'OXXO' CON 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND 90(' DOORS AS FOLLOWS: (7C DOORS = WIDTH - 5.648) (OC DOOR = DOOR WIDTH/2 4.079) Ra lets PJ[ 970107 •:e *•rte RIC S/1Z07 0 RwYEne CORRECTVERUPPJ. (LOPADFORMLAS 'AOOOLOFOAMRASFOR OOORAAD IAN UMW")OOOROIOO•L IDENTIFY OEM 007 SP&SYWAO7.AD Se MACE 823e7 I DTH Evr.01-44D.RESi��fr Cecking: to& $pr r:� • ... design V'�P: o=t e. Pldjectgnd L., Ftiatidr►g n U3 ac Contractor Is �'eaPorskde for di Win( " corrected at the }PM7ECHNOLOOr maVE MOM FL UM P.O.EoJl1E29 tamomis, FL 11474 ELEVA ALUM. en wnivalhHiC 61; .ate t f�A M� 86V J DATE ••• • • • • • • • • _ _ • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • is ROES MAX. DLO IL l INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL EXTERIOR MAX. DLO ttn ET: INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B-B VERTICAL 1074TECINDLA0YDANE P.O. Ng Itino mamma FL 94174 SL VIEW G-0 CORNER ASSEMBLY •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • Approved eampi7logwith tiro Florida g zoo? NOM a7 -mryE?9. 1, Miami Dade hr ,aCentrol EXAM IiE ELEVATIONS • • . ._ 7," • • • • • • • • a '.• 4 /.LllF.. 4 P i/• FDf01 • �/ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Struotung Max. DLO MAX. % WIDTH IOC SECT. C-C HORIZ DLO MAX SL WIDTH IC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) -MAX. SL WIDTH INTERIOR V EXTERIOR I- DLO""I SL SECT. E-E HORIZ (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICASUJ Y Realuc 0 **kw A AL 4Y' D0011WIJI !?'T08@CIbNESA'E8®EUlPT08ECl:RP _°� BS Sy 1070 TECHNOLOGY OHNE NOK01114 FL MTh P.0. AOC MP 119447/ • • DLO • • • • St'SEG •F - -V• • ••• • • ••' HORIZ. (SINGLE SIDE LITE) • • asotba VERTI . S61FJOMS••• ••• ••• .•� ALUM &SIDEJES,•1MPA.is Wcair Beyer RHO • 1IZr b "IV I ff005..1• I B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approved 0 Os Florida 8� P191ad with Dee 00 NOM Mod Dade Product / 1 'r �/1j/ z, Rabat L P£ i PE A0071$ SIna:4eat n i, 1 r, E-, 7 � � _� �. I � Ili■ MAX SL WIDTH IC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) -MAX. SL WIDTH INTERIOR V EXTERIOR I- DLO""I SL SECT. E-E HORIZ (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICASUJ Y Realuc 0 **kw A AL 4Y' D0011WIJI !?'T08@CIbNESA'E8®EUlPT08ECl:RP _°� BS Sy 1070 TECHNOLOGY OHNE NOK01114 FL MTh P.0. AOC MP 119447/ • • DLO • • • • St'SEG •F - -V• • ••• • • ••' HORIZ. (SINGLE SIDE LITE) • • asotba VERTI . S61FJOMS••• ••• ••• .•� ALUM &SIDEJES,•1MPA.is Wcair Beyer RHO • 1IZr b "IV I ff005..1• I B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approved 0 Os Florida 8� P191ad with Dee 00 NOM Mod Dade Product / 1 'r �/1j/ z, Rabat L P£ i PE A0071$ SIna:4eat ITEM DWG 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 41721N PGTO 943B 60411 1010 80300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 996 70996 952A 6533016 11000 811000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 60300 6608 66808M 1140 78X112PSATS 1048 71048 DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE 48-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSW. .350 RD FOAM FILL T-SLOT (AMSBURY032011 OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE EJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 608175 118 X1.500PHSQAT/S JAMB SCREW COVER CAP STROKE PLATE INSERT ) 26 1118 710X34PFA 010 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B 010 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6IRODA 5118 -18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT 08 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 879240 WSTP., .187 X.260 HIGH, FINSEAL 41 928 41720 SLOB BOLT ASSY. (U4ACTIVE PANEL ONLY) 42 1145 76X12FPAW 48 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWNG) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 06 X.750 PH. FL SMS 49 88.1 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE 53 1118 710X34PFA CO X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA 010 X.750 PH FL SMS ITEM DWG 0 PGT4 DESCRIPTION 60 920D 69200 SIDELRE HEADER 81 921D 6921 SIDELRE SILL 62 9168 60381 SIDELRE JAMB 63 1155 781PQA 08 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING 470998) 65 999 7999 SILL GASKETS (STOCKING 470999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 012 X1.000 SHEET METAL SCREW 70 712853K SETTING BLOCK, 3/32° X1/4" X1" W /PSA 71 71267K SETTING BLOCK, 1/16" X1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 988 64988 BEAD, INTERIOR 93 1224 81P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/W LAMI -1/8" A, .80 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8° HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16' HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (NHOUSE INJECTION MOULDED) !103 OFF THE SHELF DEAD BOLT LOCK .504 -.1 360 i 3 OUTSWING THRESHOLD CHANNEL COVER 6083.76 1 2.750 -+1 AD MINCE A�SHB7. ADD DH/10i DEAD BOLT AND 7MOTWE PANS DNCY70nErs 132107 10707Ep8D10DYDR7VB P.O. 841X1829 NOKIA= FL 3074 1.000 ••• • • • • • •• �n, • • ® TUBE momL • • • 6063•74 ••• •• • • • •• PARTSST • • ALUM. FR6NSH Saba sok 12Th'3, s% 44 i • • •• • • • • • • • • • P13101 • • • • •4 112X1 6 d 10 I 110061 B Append escomplying wed the F ovida Diddle Code Date • c NOA6 Miami Dade Product Control a7fT:4 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.828 4.000 .062 1.760 T 4.726 4.100 .082 --••• DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL 31 SIDE RAIL 8053 -T5 3-T5 3.655 1.400 1.272 L O FILLER HEAD ADAPTER 008378 r-- 3.000 -{ FRAME HEAD 606346 1.479 1 3.000 -1 11 OUTSWINGTHRESHOLD 0083-T6 1.489 1.760 -+{ 4.728 4.100 4.875 • DOOR PANEL INTERIOR ASTRAGAL 608346 1.500 ' 125 .750 583 050 .683 TRUSS CLAMP O 318' GLAZING BEAD 0063T5 73 8063.76 �-.. 3.100 -.1 OD0OR PANEL EXTERIOR ASTRAGAL 608376 j=-I if -.525 [050 72 7118' GLAZING BEAD 608375 oSL HEADER 6063-T8 .750 61 BLSILL 6063 -T6 3.000 .� DOOR FRAME. JAMB 606348 C2.)SL JAMB 8063.T6 2.980 .050 •• ••• • • • •• • • • • • • • • • • • - • • • •• • • • • ••• • • • ADAR • • • • 606346 1.620 .250 ----I I� WEATHER STRIP CHANNEL 6083 -T5 32 HINGE 806375 0.375 .125 Approve es coredybe with ma Florkta 01 atT lk NOAd. n7 -e 2 Mood Dade Prol :teal I.a eerie. Valer •1641 Aro 611407 22207 e AlAkble A owed* .Ld. MOWN= THOSNEEI: ADDVOQR' TOMS, 20S MASS BED06d 70 IMAM 6644 45 6R 82607 1070 TECHNO L O.7 ✓ 7S YE' WAWA R.3rD3 F 9¢.Q. ilism f�FL 3274 PST i?rtbly 8erar Omplaa EXTF11101041PRORLES. awl & •. • . • • arw+• • Mu • • m FM/ • Wx 7 •419 • 110014 • //41 t�l' A L Clark P.E. PE 43.712 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W 2 I ZONE"D'hZONE"D' I • sN m m xx • v it En m m SILL ZONE 'C' SEE TABLE 3.. SHT. 9 HEAD HEAD �ZO �- ZON 'FE ZONE '6" OXO ZONE � ZONE "D" ' SEE TABLE 4., SHT. 9 t— ZONEE''E' 0 HEAD HEAD I ZONE I ZONE "E°I XO OR OX w 0 m PLUS; EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4' SIDE LI=ES "B' AND "E' ZONE ANCHORS FROM TABLE 7, SHEET 9. SILL I__ SILL SLL ZONE "E'� TZOE 'D°' ZONE °V SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD HEAD HEAD I ZONE °°hZONE "P • ZO.EE1 t-ZONE- t-- ZOE"P• H—ZONE DF' I <XXOOR • OXX • N gm 1 B. 71 3/4' x 83 314' XX DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH 'F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SIN.. JAMB ZONE B° -} X x C 1 xx I x xxnxx . OXXO \ \• • n ..n ... .. x xo g xg \ / • � Pt I • . 1 x x'• x \ xx x xx x rt{-ZO E� S)LL — OZONE -} SILL i-Z ILL E4 SILL E 1 SILL I.ZO E4 ZOE'F' ZONE ZONE'F' • ZONE "F" t— ZONE'F' "E• • SEE TABLE 7., SHT. 9 SEE TABLE 7 SHT 9 SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/411 UNIT. 713/4"W IOC DOOR IAiIT8111 SIDD LI=ES (S E SI: �10N rABOVEI 1. APPROVED ANCHOR TYPES ARE 1.114' ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #126CREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHORUYOUTMOVI.• • • • • • • • JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 231/8' MAX. O.C. • • • .11•• • cos • • • i i • • • HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718' MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. NOTES: SILL ,�_ SILL — 4 -ZONE4 Approval as amp, rot oda 140 r it, r NOM o7 -462Y./I Wand Dade PnwWetCCO 11*i °r`1st.=..1. t 44141e- ammo arc a.arme ate* MA FJC mra07 7a7Ox4xa87la48Bl3T. AoAkes 'WM* Aft 1101b. CIONOE7VOR1t8PANCONIZCNEF OMV700: AOOAh1waRrVFFB FX &MP & u A TOSOLIMAX Dark ANA tlw+■eap DOW FJC 222107 Jd 624187 ra7BTrsaemLOGYDOW NOMOM nun PM BOX OM NOKOM$ acar274 Pc �T Yht* BetASr ANCji01RA,COI Ej€tURAWWONS • • • AUiFE1C Q01$ 914474 tiPC7• • f m.s m • • 1 111r1S 1:4 60 • *. 11086.7• • I, • /14/ L. Clatk. P.E PE •2W12 Striad al ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3. X DOORS TABLE 4. XX, DOORS (ALSO X DOOR OF XO & OX) TABLE 5. Q SIDE LITE TABLE 8. XO & OX TABLE 7.OX0 XXO OXX & OXXO APPROVED ANCHOR TYPES: 1.114• ELCO TAPCONS 2. 114" ELCO 854 CRETE -FLEX MASONRY ANCHORS 3.812 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES N IN TO THE 4 EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE & SUBSTRATE A B. C. 0 G1A831YPES ANCHOR TYPE & S1A131RA1E A B, C. D GLASS TYPES & ANCHOR TYPE 8 SlE81RATE AB, C. 0 GLASS TYPE. ANCHOR TYPE A, 9. C. 0 GLASS TYPES ANCHOR TYPE & BUB87RATE A, 8, C, 0 2.3. WOOD 1.2, CONC 2.3, WOOD 1,2. COW 23, WOOD 1,2, CONC 2.3. WOOD 1,2, CONC 2.3, WOOD 1.2, CONO & SLBBTRA p00RW0'R13 LOAD ZONES DOOR WIDTHS 90C - 47.75 TO 71.75 LOAD ZONES WID916 LOAD ZONES pQCRW®4E "X - 25. TO 37.. LOAD ZONES DOOR WIDTHS %P - 25.: • TO 37..' TO 71.76 LOAD ZONES X . 25.50 TO 37.50 I> ix Y co qq X X < m X X 2 < F Qj 0 0 e1 01 is 21 g g ' µ� Qj d 0 - 10.75 TO 36.76 t° O id O O O la . c X X in O im - O i- X O O WIDTH x HT. WIDTH x HT. WDTh x NR SCE WIDTH x H SIDE UIE WIDTH x HT. 25.50 x79.75 83.7 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.76 83.76 87.75 91.7. 95.75 4 3 8 4 2 3 10.76 x 79.75,j, 83.78 87.75 91.75 95.75 4 1 4 1 10.75 x79. - 83. 87. - 01. " 95.7' 4 2 4 2 4 2 4 2 m • 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 R. 3 4 3 4 3 ,49 3 4 3 4 3 • 10.76 x 79.7• 83.7 87.7• 91.7' 96. • 4 2 4 2 1 6 2 7 4 2 3 6 4 7 4 2 3 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 8 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 27.50 x 79.76 83.76 87.75 91.75 98.7 ' 6 2 7 4 2 3 61.75 x 79.75 83.7. 87.75 91.75 95.75 5 4 7 4 2 3 12.76 x 79.75 83.76 87.76 91.75 96.78 4 2 4 2 12.75 x 79. • 83.7. 87.75 91.75 95.75 4 2 4 2 4 2 4 2 m 1275 x 79.7 83.7 87.7 91.7 95.7 • 4 2 4 2 5 2 7 4 2 3 6 4 7 4 2 3 4 2 4 2 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 2 m 4 2 8 2 7 4 2 5 8 4 7 4 2 3 4 2 4 2 8 2 7 4 2 8 6 4 7 4 3 6 4 2 4 2 4 2 29.50 x79. 83. • 87.7 91.75 95.7 6 2 8 4 2 3 65.75 x 79.75 83.75 87.75 91.7. 95.75 8 4 7 4 2 3 19 00 x 679.7 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.7. 83. • 87.7.' 91. .m 96. • 4 3 4 3 4 3 an 19.00 x 79. 83. - 87.7• 91.7• 88.7 4 3 ..L2.4 4 2� 5 2 5 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 8 2 8 4 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 2 8 2 8 4 2 5 8 4 7 4 3 5 4 2 4 2 4 3 4 42 2 8 2 8 4 2 6 8 4 8 4 3 5 4 2 4 2 m 31.60 x 79.7' 83.76 67.75 91.788 95.7. 8 2 8 4 2 3 69.75 x 79.7• 83.75 87.76 91.768 96.76 5 6 8 4 2 3 21.76 x 79.75 83.75 87.75 91.75 95.76 27.76 x 79.75 83.76 87.75 91.75 95.76 4 2 4 2 21.75 x 79.7. 83.7 • 87.7 91.'5 95.7. 27.75 x 79.7 •? 83,7 87.7 91.7. 95.7• :00 m 4 3 4 3 3 m 6 3 6 3 5 3 8 3 21.76 x79. 83. 87. - 91.7 95. •" 4 3 4 2 6 2 8 4 2 6 6 6 8 4 2 3 4 2 4 2 4 3 4 2 8 2 8 4 2 6 8 5 8 4 3 5 4 2 4 2 4 3 4 2 2 8 4 2 6 6 8 4 3 5 5 2 4 2 8 3 4 2 AF�1da • C a 7 2 10 4 2 6 8 5 8 8 4 3 4 2 5 3 6 5 2 2 4 4 2 2 4 2 33.60 x 79.75 83.76 87.75 91.76 96..75 6 3 8 4 3 3 83.75 x 79.76 83.76 87.75 91.7. 95.7. 6 6 27.78 x79. • 83. 87.7 91.7. 95.7• 6 3 4 2 6 3 8 4 3 6 8 6 8 4 3 8 5 2 4 2 6 3 4 2 6 3 8 4 3 6 8 5 8 4 3 6 6 2 4 2 5 3 4 2 7 3 7 3 10 10 4 3 4 3 8 6 8 5 7 8 8 10 4 3 4 3 6 6 6 2 4 2 8 3 1 4 3 6 2 4 2 6 3 4 3 p�� Oaths 9y 1544 I. fy4 N 35.50 x79.76 6 3 8 4 3 5 67.75 x 79.7 83.7. 87.75 91.75 95.76 8 4 3 6 38.13 x79.76 83.75 87.75 91.76 95.75 8 3 4 3 38.13 x79. , 8.1741 87.7, 91.: 95. a. 8 4 4 0 5 © 6 D 6 30.13 x79. 83.7 87.7• 91. • • • 95.7 6 4 4 3 83.75 8 3 8 4 3 5 6 5 5 4 3 5 6 3 4 3 8 4 4 3 .IL.. 87.76 8 3 8 4 3 6 8 5 8 4 3 5 7 3 4 3 7 6 4 3 91.75 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 5 4 3 95.75 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 4 • 3 /) ��� ( . P/ 37.50 x 79.75 8 3 8 4 3 5 71.76 x 79.75 83.76 6 6 8 MIEN, 9 4 3 4 3 5 6 38.76 x 79.75 83.75 87.76 91.75 96.76 8 3 4 3 38.75 x 79.7.'0 83. ? 87.7•• 91.7 95.7, 4 0 4 ".05 8 O 5 37 717. •• 83.7 ••� • 91.76 95. ' . r6 is b 4 83.75 6 3 8 4 3 6 6 6 6 3 4 3 87.757 3 10 4 3 6 87.758 6 7 3 4 3 4 3 81.75 7 3 10 4 3 5 91.78 7 6 10 4 3 6 7 3 4 3 7 5 95.75 7 3 10 4 3 8 96.75 7 8 10 4 3 6 7 3 4 3 7 5 4 3 , * 1070 TE[BE OGYDRIVE Nam* 8.34478 PA. t8• N FL 84274 4„ P LOAD ZONE TABLES • °DT 211 Clark PE. SVueaxm FA NOC7fAFIfiET/1881H,T. xr •gy�p'�w w trrq • ALUi. i111Ei�DOOR6 SIDli ffr Vita": • FX F. _ wax 2.22/07 ®Z"TD �� ' WSFOUSEP4TAPEBTO TABLE 4.9! O L781E0.1EADZO E VAI4!1DOIlAN N.1iA�SaPTOM47PoRiY16& 62fro7 y(�IjBeau, 1"blk4• • • FD1M• NA • ~' • •{'� 9.440 • 110,1 M° ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •0 •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK, NOTE 2 13/8' MIN. 3.4 KSI MIN. CONC. 114' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8' MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD_I suck, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK NOTE 2 1 3/8" TYPE 1 1 3/4' TYPE 2 1/4" MAX. SHIM 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 21 1X WOOD BUCK, NOTE 2 1 3/13° MIN. li CONC. a W000 ANCHOR. ANCHOR 1 Ur TYPE 1 OR 2 (CMU) TYPE 2 OR 3, NOTE 1 NOTE 1 1 Sr TYPE 1 (CONC) SIDE UTE HEAD (WOOD) 1 3/4' TYPE 2 (CONC) 1/4' MAX. SHIM DOOR HEAD (CONC) 1/4" MAX. SHIM • 1 314" PAN. E.D. ij• • 3/4' MIN. E.D. • _I SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) 1 3/4" lYPE 2 (CONC) 111) . 1314" :.; , ANN. E.D. .4.1111 Alli - ( Mal 1/4" MAX. SHIM 1/4' MAX. SHIM 1 318" MIN. CONC. ANCHOR, NOTE 1 2X W000 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 SIDE LITE JAMB (WOOD) DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. 114' MAX. — SHIM 3ir MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 r1 /4" AN1X. 1 3/8* TYPE 1 r.•;.: 1 314' TYPE 2 9.4 KSI MIN. CONC. t DOOR SILL (CONC) WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 1 3/4' MIN. E.D. .•••• : 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 318' MIN. 2X WOOD BUCK NOTE 2 SIDE LITE SILL (WOOD) 1/4' MAX. SHIM 3.4 KSI MIN. CONC. ::41; 3/8" TYPE 1 ';',` • 0: • ••• ".• 1 314' TYPE 2 MIN. ED. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8' MIN. (TYPE 1) OR 114' SS4 CRETE-FLEX EMBEDDED 13/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE LS 1 314'. FOR WOOD INSTALLATIONS USE 1112 SCREWS, 05 (TYPE 3) OR ELCO 114' SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED D MOND SONERETIL wchopsuclioe DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEER4BY OTHER; Oftg-tArtE: B�TI AUTHORITY HAVING JURISDICTION (AHJ). • • • • • • • 11.0_11_ 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROW (VIIPSIMIM.), COME way awmtlial, MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEARIND ilraDasTRATE. IP sUBSTRATEINS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Appro.:II as Ctrafit.:AC Pith the Fronts Bonllng Co& woe / 2007 NOM ...7-45Z9. fe mud aProdnet Control jEIMI I. a rtot.in. MICHOIGETHOSIEET. SPEC TI1&2 EMBEa04OONC,M41/13. EIPECLTYPEIZASONWOOD DETAILS AAICfl?ES?DlJVf. 107077ECHNOLOGYORM3 NOKOSIA R34275 PAGT ANC:ARAM DETAIL. • • • • • • • & D Lq-E ,•IMPACTI • FD101 • 461 10:1 1 IP • 11°85te • lute • • • 611 L Ckult, P.E. PE t9712 8Ouenord • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 0• • • • •0 •• 410• • • • •0• • • MIAMI DADS COUNTY YV1 rtelles avu A4, tA s BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industry 1070 Technology Drive Nokomis, FL 3427 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MMML FLORIDA 33126-136. (305) 375 -290: F 6,(305) 375 -TXM • e• . .. . ww danid�ingc�� m • • • •••• • • • • .... .... • • • • This NOA is being issued under the applicable rules and regulations governing the use of cons ucWion materilif's. • The documentation submitted has been reviewed by Miami -Dade County Product Control Dh ssion aVd .. by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other area%whe;e allow e �iY. • the Authority Having Jurisdiction (AHJ). .. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product CronE& Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHl may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion -L M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Mama Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NQA is displayed, then it shall entirety APPROVED 0 NOT Al�P + ' INSPECI1ON: A copy of this entire N be done in its ^f,il "' ';. a qy the manufact Ter or its distributors and shall be available for inspection at t'J y.FlEcTE 31 t S,( icial. • This NOA revises and renews NOA # • i ►.1 i gg ,i:onsistslsaf, pagellr tRitenalipages E-1 and E-2, as well as approval document mentioned ggormer The submitted documentation was reviewne D. Gascon; IkE.`tirnans�ur,� Lt.) t 1 at thu iota siCd tor Mien is so9a1y to a tabu �SLGe' ©focae 3nu¢:dion NOA No 064125.06 fE51d1®r����t� ��1yh9' �r� "' nDate: June 2011 20 �� July 20, 2006 Page 1 the contract ,iucjrneilta. FL L7EVII O ________A • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... • • A. DRAWINGS • .. 1. Manufacturer's die drawings and sections. • • • • • •' • • 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall,:fteRialions • Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated £ 4/28/0Q,... with last revision on 05/30/06, signed and sealed by Robert L. Cl rkrP7E. *••••• B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per F id 't S 202 -94: 2) Large Missile Impact Test, FBC, TAS 201 -94. • . • •••••• 3) Cyclic Loading Test, per FBC, TAS 203 -94 • • • : • .. along with installation diagram of a pair of fixed alum. windows (00 • • : • • configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" wall vertical mullion and a 2 x 6" x 1 /4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" • • • • • • •• • •• •• • •• C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G< Cldef, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • • . • • • • • • • • .... •••• E. MATERIAL CERTIFICATIONS • • . • • 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, InC , fbt Tapcort • • • Concrete Anchor, dated 03/09/06, expiring on 01 /08 /11. • • • • • • •• • • • • • • •. • • • • • F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, sigaid. • and sealed by Robert L. Clark, P.E. . . • •••• • • • •• • • •• G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to POT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. rif J 11. D. Gascon, ' .E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 21106 E -2 • • • • • •• • ANCHORS DETAIL B C" OR "D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A I��I® r I--W1 1 W2 W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERM1NNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING - H OR H1#I2 MULL LENGTH = W OR W1 +W2 M2) MAX OWING = W OR W1 +W2 MULL LENGTH = HI MULLI . ONS 1. THEE 33 1/3X STRESS INCREASE HAS SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- & MENTS OF THE FLORIDA BUILDING CODE; 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS & TO THE STRUCTURE. NOT BEEN ANCHORS DETAIL °B ". C" OR 0" AT BOTH ENDS AND AT BOTTOMS ANCHORS DETAIL B. , C° OR 0" BOTH ENDS ANCHORS DETAIL B', C" OR "D" BOTH ENDS — MULLIONS H 111 ---W J W2 W W - W l +W2 +W3 11 = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W244/3 1,14) MAX OPENING = Wl +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PROD UCT. (7) ULUON W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH =11 FOR ANCHORAGE UNITS. Robert L Clark P.E. Structural TYPE, QUANTITY AND LOCATION, H =H1 +H2 (1) WINDOW MULLE RIi .N FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR Hl +H2 MULL LENGTH = W TO SMOOMOINMOUSIMID ZMIstrallenorMe AINONM• St* at21»cr TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F. "'OP �rYy�Slt'L'?�30 66 & 6 ;CZUF x RffS • • • • 4 B/ O • • • • 1" STANDARD WALL ELEVATIONS nom n itvorokr rs NOKOMIS, FL SS42 • • NOKQl9$ fll31 4• • • gLUMfIIV •TUBE• •CLI'AED MULLION � • a• •,.=ULLS:•• NTS i • 1s a. 6220 ••• • • • • •• • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • .• •• • • • • • • • ••• • • • ••• • • PGT tx MULU MULLION CUP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULUO 1" MULL= r MIN. FOR 1 ° MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2" OR 4" 112 RI SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE 112 SCREW, SEE NOTE 3 W000 MIN. /'BUCK L 112 RI SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 2" OR 4" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE NOTE 1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL C" 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYP1 4 MULLION TO STRUCTURE M NOTES: WOOD BUCK. DETAIL "Er 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY SEE ANCHORS MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO IS 2 1/2" MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" 554 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® srucco. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: F1L -2902, 2903 AND 2975. if-WOOD BUCK TYPICAL MULLION TO STRUCTURE WIR1 WOOD BUCK AND CONC.. DETAIL 73" MASONRY ANCHOR, SEE NOTES 1 & .3 raCioucTONEWID .e,FIw10s AMON/ ,.� TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • ••1 ¢ 85 • • me 'Q Fib. • B2oo: DE ILS 'A!JP. 4728./.8 • • • •• Robert L park, P.E. PE z Sbuetorat STD. WALL, CLIP INSTALLATION DETAIL 1070 7Eail W a� w4NE • • EUA !MJ1 •SUB , .L6'AED MULLION P.O. 60x 1 • • S.tv/Yeer,• : �•r• • • Aarkg No. n t . IAIM r. • . NTS e,2 t5 6220 IRS ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR ix MULL MULL SIZE A' 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 0 TWO (2) ANCH I? LOCATIONS 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG #1099 A/2 8MIN. 0 ONE (1) ANCHOR LOCATION © FOUR (4) ANCHOR .(3)EQ.SP.0 LOCATIONS (A -3/4)/ NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 83 MIN. A 2 THREE (3) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS itipaism CMS MIS SIT SPACING Robert L. park. P.E. PE 139712 Structural •.16.72 :53q�O6 mlexit6.110! � 8 J.P. MAO • • • •• 1" STD. WALL, ANCHOR LOCATIONS 1070 neweia.oe? Naxos& a P.O. BOX IMO • NOICOMA 342114 i LUA&'MJI�•TUBE.CLtPPED MULLION • M •• '1.N TS :f.S I 6220 Pew D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - — NOTE; 1. REFERENCE rESr REPORT FTL -2902, 2903 AND 2975 (TYP) ..—-•- -- (TYP) 2 1 x STD. WALL MULLS £ T1: 6063 —T6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Cie*. P.E. P2 139712 Strueboot .01111119 stn w�• • . o fv.P 71/00 • • • 1STD. WALL MULLION PROFILES to •1W • • ' ..ALU I/NU/14 TUBE"CORPED MULLION .. . P.D. eox • M �. i1.1�: •••4 a .5 6220 rratot�, a.73-1934 a Rea D ••• • • • • ••• • • • • • • • • • • • • • ••• • • 0 • • • • • • • • • . • •. •• • • • •• •• ••• • • • • ** • • 1 CHART 1. - 1x2x.125 • TY. & TYP. ANCHOR CUP TO OPENING OPENING WIDTH IN INCHES 50 70 90 -100 110 120 (2) A (2) B CUP TO MULL (1) B (2) A (2) 13 (1) B Z 5 42 48 80.625 54 60 63 66 72 76 129 115 (2) A (2) B (2) A (2)B (2) A (2) B (2) A (2)B (2) A (2) B (2) A 2)B 130. (2) A- (2) B 160 (2) A (2) B (1) B 107 (1) (1) (1) B (1) B (1) B (1) B (1) B 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 1 35 30 26 20 17 31 27 23 17 15 CHAR 'QTY. & TYP ANCHOR x.125 CUP TO A OPENING (4) B 60 70 (2)A (2)A (4) B (4) 29 27 26 25 25 24 22 21 20 20 21 19 18 18 17 17 17 16 PENING WIDTH IN INCHES 80 90 100 110 (2) A (4) B (2)A (4) B (2) A (4) B (2) A (4) B 120 (2)A (4) B 130 160 (2) a (4) B (2) A (4) B CUP TO (3) B (3) B (3) 170 170 170 170 (3) B (3) B (3) B (3) B 170 170 170 170 (3) B 170 (3) B (3) 170 170 170 170 170 170 170 170 170 50.625 54 60 83 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 142 120 111 170 -170 • 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 157 143 134 127 124 122 122 122 160 141 128 119 112 108 106 108 106 145 127 115 106 100 96 93 92 92 88 72 59 120 105 102 90 94 83 75 65 ' 95 87 81 81 74 69 74 59 68 53 63 77 65 60 46 74 63 57 44 72 61 55 42 71 59 53 40 60 53 47 39 37 35 33 31 41 38 50 43 35 30 32 28 38 35 27 24 22 24 ' 22 30 20 19 28 27 24 19 18 16 17 16 17 Vortical Mull L_Opening„ i Width Mull Length 1 Horizontal Mull Opening Wr ' Multiple Mulled Units -r Mitt Length \Opening Width NQTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE t.St REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/47 OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 06 PE 139712 P.E. Struchuni 7,04021.4.4E: • F.O. VOX IS" • •- NKWN$ Fi. .7W4 • • 28/60 • • •• 1 " STD. WALL, PRESSURE CHARTS 1 & 2 mg. ALUAVINPUO fUB :CLIPPED MULLION Orawing No. • 6220 • MULLS • • IVTS •3 ; s ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • •••••• • • • •••••• • • • • • • •••• • • • •• • • • • w' V SP a • •• J giT m gGO° 0,kD Miami Shores Villa Qs APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS et • 4 MAY 1 9 2010 Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61 G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package ORLANDO M. FORTUN. CONSULTING ENGINEERS, P.A. CIVIL /STRUCTURAL P.E.- 22249 - EB- 00512 7220 S.W. 39Th.TERRACE MIAMI,FL. 33155 PHONE (305) 262 -6225 FAX (305) 262 -2014 Project Name: MR.B.LEVY 1051 NE 93 ST. MIAMI,FLORIDA Building Authority: MIAMI,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2007 /TPI2002 /ASCE7 -05 Software Used: MiTek @20/20 2000 Ver.7.14 Project Engineer of Record: APR 1 5 2010 NSULTING ENGINEEKb, Y.A. CML / STRUCTURAL P.E. 22249 7720 S.W. 39th TEEM MIAMI, FLA, 33155 TEL - (306) 262 -6225 FAX - (306) 202 -2014 ROYAL TRUSS CORP. 95:0 NW 79 AVE #5 IjIALEAH, FL 33016 Phone: 305 -822- 0020/21 Fax: 305-822-0029 • , r fiO Reaction Summary Job Number: Page: 1 Date: 04-16 -2010 - 9:47:37 AM Project ID: 4-2 -10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 2 F3 55 lbs. each 17 - 6 - 0 FLAT I - 0 -10 0.00 0.00 Joint 12 Joint 11 Joint 9 Joint 8 Joint 7 221 lbs. 493 lbs. 462 lbs. 493 Ibs. 221 lbs. -131 lbs. -293 lbs. -274 lbs. -293 Ibs. -131 Ibs. ° 2 F35B 561bs. each 17 - 6 - 0 FLAT 1 -1 -15 0.00 0.00 Joint 12 Joint 11 Joint 9 Joint 8 Joint 7 222 lbs 491 lbs. 464 Ibs. 491 lbs. 222 Ibs. - 1321bs. -291 lbs. - 2751bs. -291 lbs. - 1321bs. — f... _' ° `� 1 F4 14 lbs. each T1 72 lbs. each 5 - 3 - 0 12 - 9 - 0 MONO TRUSS MONO HIP 1- 1- 2 2.50 0.00 2 -3 -4 2.50 0.00 Joint 1 Joint 3 202 lbs. 202 lbs. -113 lbs. - 1271bs. Joint 3 Joint 8 Joint 7 801 lbs. 1083 lbs. 232 Ibs. -732 Ibs. -738 lbs. -201 lbs. L_ 12 1 V12 36 lbs. each 12 - 4 - 0 MONO HIP 0 -10 - 5 2.50 0.00 Joint 1 Joint 2 Joint 8 Joint 7 Joint 6 140 lbs. 0 Ibs. 2801bs. 3151bs. 1251bs. -73 lbs. -176 lbs. -193 Ibs. -78 Ibs. ' --'J� ; 1 V50112 7 Ibs. each 5 - 1 - 12 COMMON 0- 6- 7 2.50 0.00 Joint 1 Joint 2 Joint 3 83 lbs. 1671bs. 83 Ibs. -74 lbs. -133 lbs. -74 lbs. 1 1 1 V5A 14 lbs. each V90112 23 lbs. each 5 - 3 - 0 9 - 1 - 12 MONO HIP COMMON TRS 0- 10 - 5 2.50 0.00 0- I 1- 7 2.50 0.00 Joint 1 Joint 2 Joint 5 Joint 4 153 lbs. 0 Ibs- 219 lbs. 32 Ibs. -93 lbs. -109 lbs. -47 lbs. Joint l Joint 4 Joint 3 143 lbs. 430 lbs. 143 lbs. -76 lbs. -238 lbs. -76 lbs. - -m++rll= .:�� - '1 APR 1 5 2010 • GINEERS, P.A. 'w, > j S CTU 7220 .. . =. h TERR MIAML FLA, ; =z: TEL - (. c• .. 62 -6226 FAX - (306) 2622014 4 .jqb 4-4-2-10 Truss F3 Truss Type FLAT Qty 2 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:34:68 2010 Page 1 1 4-64 4-54 2 8-9-0 13 -0-10 174.0 4-3-10 4 -3-10 4-54 3 3x4 = 4 6 Scale = 1:30.2 6 m 12 11 10 3x4 = 9 8 7 8-9-0 13-0-10 17-6.0 4 -3-10 ( 4-3-10 4ds6 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.32 BC 0.08 WB 0.10 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.01 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 56 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 12= 221/17 -6 -0, 7= 221/17 -6 -0, 11=494/17 -6 -0, 9=463/17 -6 -0, 8=494/17 -6-0 Max Upliftl2=- 131(LC 2), 7=- 131(LC 2), 11=-292(LC 2), 9 =- 274(LC 2), 8=- 292(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -12 =- 182/152,1 -2 =- 155/91, 2 -3=- 155/91, 3-4=-155/91, 45 =- 155/91, 5-6 =- 155/91, 6 -7 =- 182/152 BOT CHORD 11- 12 = -91/155,10 -11 =-91/155, 9 -10=- 91/165, 8.9=- 91/155, 7-8=- 91/155 WEBS 2- 11=- 403/335, 3- 9= -380/317, 5-8 =- 403/335 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf; BCDL =5.Opsf; h =15ft; Cat. I1; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 12, 131 Ib uplift at joint 7, 292 Ib uplift at joint 11, 274 Ib uplift at joint 9 and 292 Ib uplift at joint 8. LOAD CASE(S) Standard • 4 -2 -10 Truss F35B Truss Type FLAT Qty 2 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:34:59 2010 Page 1 4-5-6 ' 8-9-0 ) 13-0-10 4-64 4-3-10 4-3-10 2 3 3x4 = 4 6 1780 4-5-6 Scale = 1:30.2 6 12 11 10 3x4 = 9 8 �-8 I 8-9-0 13 -0-10 4-6 6 4 -3-10 4-3-10 LOADING (psf) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 CSI TC 0.32 BC 0.07 WB 0.10 (Matrix) DEFL in (loc) 1/detl L/d Vert(LL) Na - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 7 n/a n/a 7 174-0 4-64 PLATES GRIP MT20 244/190 Weight: 56 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 12= 223/17 -6 -0, 7= 223/17 -6 -0, 11= 492/17 -6 -0, 9= 464/17 -6 -0, 8=492/17 -6-0 Max Uplift12 =- 132(LC 2), 7 =- 132(LC 2), 11=-291(LC 2), 9 =- 274(LC 2), 8 =- 291(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-183/152, 1-2=-142/84, 2- 3=- 142/84, 3.4=- 142/84, 4- 5 =- 142184, 6-6 =- 142/84, 6 -7 =- 183/152 BOT CHORD 11 -12 =- 84/142, 10- 11= -84/142, 9 -10 =-84/142, 8- 9= 44/142, 7- 8= 44/142 WEBS 2- 11=- 402/335, 3-0=- 380/317, 5-8 =402/335 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at joint 12,132 Ib uplift at joint 7, 291 Ib uplift at joint 11, 274 Ib uplift at joint 9 and 291 Ib uplift at joint 8. LOAD CASE(S) Standard Jfb 4 -2 -10 Truss F4 Truss Type MONO TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 1 Qty 1 Ply 1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:34:58 2010 Page 1 63-0 53-0 2.50 IW 2x4 p 2 Scale = 1:10.2 3x4 6-3-0 2x4 11 3 63-0 LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.29 BC 0.07 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) Udefl n/a - n/a n/a - n/a 0.00 n/a Lid 999 999 n/a PLATES GRIP MT20 244/190 Weight: 14 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 203/5 -3 -0, 3= 203/53-0 Max Horz 1 =65(LC 2) Max Upliftl=- 113(LC 2), 3=- 126(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/27, 2-3 =- 166/145 BOT CHORD 1-3=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf; BCDL =5.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 Ib uplift at joint 1 and 126 Ib uplift at joint 3. LOAD CASE(S) Standard Job 4 -2 -10 Truss ITruss Type T1 MONO HIP Royal Truss Corp, Hialeah Gardens, FL 33016 8-3-10 8-3-10 50 12 CIty 12 Ply 1 1 Job Reference (optional)_ 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:16:35 2010 Pagel' 1241-0 6x6 = 841-8 0.25 12 4x8 6 3x4= 9 2x4 (1 2x8 #10. 2 SYP. Sco d/ 4.'-o6 1-6/4/4 cora. To JJE FACE te./ 14 ci iJAtf,S `v' w 0.c. 8.1 -14 8-1 -14 Plate Offsets (X,Y): 13:0-0-14,0-0-141,16:04-7,0-2-0], [8 :Edge,0-3 -81 LOADING (psf) T CLI 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 PLATES GRIP MT20 244/190 1230 8.1 -2 19-7 -4 1 16 8-10 041111 Scale = 1:38.0 7 A' SYP n _v 2 �8 t4b. 2 (Tye) os ADDrD ftE-LD 5�ptt41 -0 047 TYPE ,.ywo D casad Te 1I USS1 ulj!Od WAILS SP /cFD @ 4`o.C. LUMBER TOP CHORD BOT CHORD ' WEBS OTHERS LBR SCAB SPACING 2 -0-0 Plates Increase 1.00 Lumber increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.50 BC 0.37 WB 1.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) Udefl 0.07 8-9 >999 -0.13 -3-9. >999 -0.03 8 n/a Lid 240 240 n/a 2 X 4 SYP No.2ND *Except" 5 -7: 2 X 4 SYP SS 2 X 4 SYP No.2ND 2 X 4 SYP No.3 *Except" 64: 2 X 8 SYP No.2 2 X 4 SYP No.2ND l-4 2 X 4 SYP No.2ND one side BRACING TOP CHORD Weight: 73 Ib Structural wood sheathing directly applied or 4 -11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3=801/04 -0, 8=1083/0 -8 -0, 7=233/0 -8-0 Max Horz 3=176(LC 2) Max Uplift3=- 731(LC 2), 8=- 737(LC 2), 7 =- 200(LC s) I FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/16, 2-3=- 17/72, 3 -10=- 1415 /535, 4-10=- 1366/537, 4-5=- 1326/639, 6-6=84/0, 6- 7 =4/4, 6- 8=498/597 BOT CHORD 3- 9=485/1298, 8-0= .594/1287 WEBS 5-9 =0/108, 5- 8=- 1313/657 NOTES 1) Attached 4-5 -14 scab 1 to 4, front face(s) 2 X 4 SYP No.2ND with 1 row(s) of 10d (0.148 "x3 ") nails spaced 9" o.c.except : starting at 1 -1 -15 from end at joint 1, nail 1 row(s) at 7" o.c. for 3.3-9. 2) Wind: ASCE 7 -06; 146mph (3- second gust); TCDL =5.0psf; BCDL =6.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1) -1 -10-0 to 19.4 -15; Lumber DOL =1.33 plate grip DOL =1.00 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731 Ib uplift at joint 3, 737 Ib uplift at joint 8 and 200 Ib uplift at joint 7. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard .lib 4 -2 -10 Truss V12 Truss Type MONO HIP Qty 1 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:35:00 2010 Page 1 4-1-8 6 -10-16 9-6-9 12-4 -0 4-1-8 ( 2-9-7 2 -7 -11 2-9-7 Scale = 1:21.6 2.60 Fir 7x8 5 2 3 4 6 0 c 1 rola WI f LAbZZ ZZZ.ZZZ- e• -•_ T **Zdt►Z -ZbZ$ - ---b_ ZTZ ---_T ZZ- --_ZZ3 Z.- ZoZ_ZZ ZLZZZ,bbc 3x4. 9 8 7 6 3x8 (I 3x8 11 3x8 11 I 4-3-4 I 8-8-9 12-4-0 I 6-10-16 4-3-4 2 -7 -11 2 -7 -11 I 2-9-7 I Plate Offsets (X,Y) 12:0 -5- 12,0 -2 -12] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.11 Vert(LL) n/a - nia 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2007JTPI2002 (Matrix) Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 140/12-0 -0, 6= 125/124-0, 9= 323/124-0, 8= 280/124-0, 7= 316/12 -4-0 Max Horz 1 =45(LC 2) Max Upliftl= -73(LC 2), 6= -77(LC 2), 9=- 187(LC 2), 8=- 176(LC 2), 7=- 192(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 128/56, 24= 40/26, 3-4=- 40/25, 4- 5=- 40/25, 5-6 =- 107/93 BOT CHORD 1- 9=77/104, 84=-25/40, 7-8 =- 25/40, 6- 7= -25/40 WEBS 2-9=-256/210, 3-8=-236/206, 4- 7=- 252/214 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL =5.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 1, 77 Ib uplift at joint 6,187 Ib uplift at joint 9, 176 Ib uplift at joint 8 and 192 Ib uplift at joint 7. LOAD CASE(S) Standard .!?13 4 -2 -10 Truss V50112 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:35:01 2010 Page 1 I 2-6-14 6-1 -12 2-6-14 2-6-14 Scale = 1:10.0 3x4 = q+ o 2.60 Fr 1 3 -. _.-♦-. _. _ ♦ _ . - ♦ _ ♦-. _.-♦- _ ♦ • _. ,4. . _.-♦-- ♦--♦ _ ♦ _. _. _ ♦-.--♦ _. _ ♦ _ ♦ _ ♦ _ ♦ _ ♦ _. _ _-♦-♦ -. _♦ _ ♦ _ ♦ ..... . -. _♦ _ ♦ _ ♦_.-.- _ --- I 2-6-14 6-1 -12 I 2-6-14 2.6-14 Plate Offsets (X,Y): [2:0- 2 -0,Edgej LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -1 -12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 84/5 -1 -12, 2= 167/5 -1 -12, 3 =84/5 -1 -12 Max Upliftl= 73(LC 2), 2=- 132(LC 2), 3= -73(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 14/18, 2- 3= -14/18 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf; BCDL =5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 1,132 Ib uplift at joint 2 and 73 Ib uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard ..Lob 4 -2 -10 Truss V5A Truss Type MONO HIP Qty 1 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:34:59 2010 Page 1 4-1-8 6-3-0 I 4-1-8 ( 1 -1-8 I Scale = 1:10.4 7x6 = 2.50 Fr 2 3 c 1 5 4 3x4 3x8 11 43-4 53-0 43-4 0 -11 -12 I Plate Offsets (X,Y): [2:0- 3 -0,0 -1 -12] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2007ITPI2002 (Matrix) Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (1b /size) 1 =153/54-0, 4= 33/5 -3 -0, 6= 219/54-0 Max Horz 1 =48(LC 2) Max Upliftl = -92(LC 2), 4= -46(LC 2), 5 =- 109(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=41/14, 2 -3= -0/0, 3-4=-44/41 BOT CHORD 1- 5=- 36/41, 4-5=0/0 WEBS 2- 5 =- 163/144 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 Ib uplift at joint 1, 46 lb uplift at joint 4 and 109 Ib uplift at joint 5. LOAD CASE(S) Standard J,gb 4 -2 -10 Truss V90112 Royal Truss Corp, Hialeah Gardens, FL 33016 n 0 1 Truss Type COMMON TRS Qty 1 Ply 1 4-6-14 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Fri Apr 16 09:35:01 2010 Page 1 4-6-14 2.60 Fr 1 9-1 -12 4x5 = 4-6-14 3 Scale = 1:17.4 ' 7 7 Sa a as �� a.aa ssaa. AL, A a1 a. ssss aaaaA S a a s S S A. a a s S SS S., 3x4 4-6-14 4 2x4 11 4-6-14 3x4 9-1 -12 4-6-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.13 BC 0.08 WB 0.07 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) I/defl n/a - n/a n/a - n/a 0.00 3 n/a Ud 999 999 n/a PLATES GRIP MT20 244/190 Weight: 24 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1 =132/9 -1 -12, 3= 132/9 -1 -12, 4= 430/9 -1 -12 Max Upliftl = -76(LC 2), 3= -76(LC 2), 4=- 237(LC 2) Max Gray 1 =143(LC 3), 3 =143(LC 4), 4=430(LC 1) FORCES (Ib) - TOP CHORD BOT CHORD WEBS Maximum Compression/Maximum Tension 1 -2 =-34/25, 2- 3= -34/25 1. 4=0/9, 3.4 =0/9 2.4= -323/243 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 148mph (3- second gust); TCDL =5.0psf; BCDL =5.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 1, 76 Ib uplift at joint 3 and 237 Ib uplift at joint 4. LOAD CASE(S) Standard This safety alert. Symbol Is used to attractyour; Aattention! PERSONAL SAFETY IS INVOLVED, When you see this symbol BECOME ALERT HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that'could result in personal injury or damage to structures,,; HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® ft is the responsibility of the installer (budder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superlorto the projectArchitect's or ngineer'sdesignspecification for handling, installing and bracing wood trussesfora particular roof orfloor. These recommendations are based upon the collective experience of Ieadingtechnlcai CAUTION Thebuilder,bull }:;contractor, erector oreron vises! to' obtain and road thie,intige menta y and-Recommendatifa for. stalling &,Bracing'Metal. :t Trusses, HIB-91 froth tires' DANGER:; A DANGER designates ar condition, where failure to follow lnstructiorlsor heed wam -' t,Ing will most likely result:,in sertousr personal krwtL nJury or death or damage'tostructures. ,,k ,WARNING: A WARNING describes a condition. • -,wherefailuretofollow Instructioans °couldresultin'. severe.personal injury ar:'damage to structures.. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus,theTruss Plate Institute, Inc. expressly disclaims any responsibility fordamagesarising fromthe use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright by Truss Plate Institute, Inc. All rights reserved. This document or any partthereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. 'iTRUSS' STOI Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. 1 WARNING: Do not break banding' ndl'Instatla t tion begins or lift bundled trusses by t.O ft bat d5 Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 D, NGER !Walking on.;trusa s wttichhare yfrig: -.. tiatlseztremelydangerousandshauI tbestrictly' prohibited ') .1 `: ,.;�, WARNING: Do not attach cables, chains,: 0r hooks to the web members. 60° / or less . rag / _ine a Approximately '/a truss length `,/s0° /or 1 :s\ Approximately Ya truss length Truss spans less than 30'. Spreader Bar Spreader Bar Toe In Approximately '/a to 3htruss ten, h Less than or equal to 60' Tag Une I A WARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION Tag Une Ufting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Approximately 1/2 to 36 truss length Less than or equal to 60' ::CAUTION ;.Temporar btaclt Articses maltsimilar c uratio bracing .arrangement is desired, 'F.t1it engFrt er may 1 r , Tag • Une- Tag Une Strongback/ SpreaderBar At or above mid - height Tag Line offesses 10' Aoproximateiv 35 to 35 truss length Strongback/ SpreaderBar Greater than 60' 10' milli 'e Approximately t V3 to V4truss length 10' Greater than 60' russertiMPOntfts GROUND BRACINGBUILDING INTERIOR OBEI IGROUNDBRACENG: "BUILDING EXTERIOR Top Chord 'Typical vortical attachment e trues of up of d brace (EB)' Strut (51) Typical' horizontal tie member with multiple stakes (NT) a,a' ,ta Iy.Myi���y� tti nz ,..r•, :. • CAUTION :Groud aging requifedlor'aII Installations: Frame 2 of brace, a+p of trueaea (�) SCISSORS TRUSS I SPAN MINIMUM PITCH TOP CHORD ` LATERAL BRACE SPACING(LB TOP CHORD - DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer ur - uouglas FIr -Larc HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Top eluit::oibetwalab eiiybracedcanWekb togetherandcuueeoollapeeif the/atone dlago- naleachts. Diagcmaitvsoingahotddbenalled to the orderable of t e.top ctordwhen punkas are attach d to the topsideof the top chord. c i o TRUSS r SPAN MINIMUM„ ; PITCH DIFFERENCE 'E x TOP C ORD' LATERAL BRACE SPACING(LB) TOP CHORIi V l; DIAGONA�.'RACE SPACING DBE" : ,, .! tiptr SP/DF- :::,SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer OF - Douglas Fir -Lerch HF - Hern -FU Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce - Pine -Fir 12 5 (-- All lateral braces lapped at least 2 trusses. 10' or Greater Frame 3 Top chords thatare laterally braced can buckle togetherand cause collapse Ribero Irmo diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purins are attached to the topside of the top chord. 12 --1 4 or greater SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP/DF SPFIHF 15 7 4 4/12 4/12 TO See a registered professional engineer 15' 15' 15' DF - Douglas Fir -Larch HF - Hem -Fir 20 10 6 SP - Southern Pine SPF - Spruce - Pine -Fir — " All lateral braces lapped at least 2 trusses. e. 0 0 0 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Cross bracing repeated at each end of the building and at 20' Intervals. 1 /— Permanent 0 continuous lateral bracing as specified by the truss engineering. Frame 4 12 -� 4 or greater C_ Iwo v.. ••■■1,111■ iiiriori.61.-., i frrr \ , �1_I ice► A ............, 4...,___N iii .._.... . ,r...___ /All lateral braces '��► lapped at least 2 �' trusses. SPAN Up to 32' MINIMUM PITCH 4/12 BOTTOM CHORD LATERAL BRACE SPACING (LB& 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF ,SPFIHF Over 32' - 48' Over48' -60' 4/12 4/12 15' 15' Over 60' _ 10 6 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir 15 7 4 SP - Southern Pine SPF - Spruce - Pine -Fir •r r ttors chord diagonal bi:aciny repeated I each end of the building and at same acing as top .chord =diagonal bracing:, BOTTOM CHORD PLANE:: -I RYY Cross bracing repeated at each end of the building and at 20' Intervals. alP141° =45 °1 Permanent 0 continuous lateral bracing as specified by the truss engineering. Ats. /EB MEMBER PLANE Frame 4 w ~ SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (Ins) [# trusses] SP /OF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a r = , istered professional en sneer - Douglas Fir -Larch SP - Southern Pine = - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are Laterally braced can buckle togetherandcausecchapeeif there Ism diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment / Required — 30° or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are et stability and must be du citid_ on both ends of the truss system. '.4 • 4x2 PARALLEL CHORD TRUSS:TOP CHORD: ,p chords that are laterally braced can buckle .Jotherand cause coliape° tithere isno limo. .1 bracing. Diagonal bracing should be naiL:d the underside of the top chord when putt tut attached to the topside 01 the top chord. 1y Continuous Top Chord Lateral Brace Required 1 10° or Greater NN Attachment / Required —' .1' 4' 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. End diagonals are est�tia , stability and must be duptica both ends of the truss system. Frame 5 w • ,► PAN MINIMUM PITCH TOP CHORD LATERAL. BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF SPF /HF p to 24' 3/12 8' 17 12 ver 24' - 42' 3/12 7' 10 6 ver 42' - 54' 3/12 6' 6 4 ver 54' See a registered professiona engineer - Douglas Fir -Larch - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. 12 —13 or greater 9• All lateral braces lapped at (east 2 trusses. Continuous Top Chord Lateral Brace Required p chords that are lateraliybraced can buckle jetherand cause collapse tf thereIona dlago- , bracing. Diagonal bracing should be nailed he underside of the top chord when purling - ' attached tn the topside of t'e t rd. :IONO TRUSS.] PLUMB Truss Depth D(in) imum ,Iacement JINsTMLAiioN::ToLERANCE Den) D /50, . .D(ft) if 12" 1/4" 1' 24" 1 /2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D /50 or 2" Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. Length L(In) L(In) Lesser of L/200 Or 2" L(in) 1400 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(In) Lesser of 1/200 or 2" L(In) 1./200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. 114.11;." EUnder 0o'circiimetancl `shoupd ,constructlori.ipads of any desc ript(on be placed. ion unbraced trusses. ' d� p �` , .,r Frame 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 139084 Permit Number: PL -3 -10 -514 I Inspection Date: December 27, 2010 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STATEWIDE SEPTIC CONNECTIONS Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132050150090 Phone: (954)963 -0082 INSTALLATION OF 1200 SEPTIC TANK AND 715 SQ DRAINFIELD. ABANDON EXISTING SEPTIC SYSTEM Passed Inspector Comments hrs approval at job site. f\-11 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 December 27, 2010 Page 1 of 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Parcel Number Applicant Address 1132050150090 Block: Lot: 1051 93 Street MIAMI SHORES FL 33138 -2938 BRIAN & STACEY LEVY Phone Cell Contractor(s) Phone STATEWIDE SEPTIC CONNECTIONS 305 - 661 -6633 CeII Phone Type of Work: SEPTIC & DRAINFIELD Type of Piping: PLUMBING Additional Info: Bond Retum : Classification: Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice # PL -3-10 -37416 Education Surcharge $0.60 04/01/2010 Cash $ 312.80 $ 0.00 Notary Fee $5.00 Permit Fee - Additions/Alterations $300.00 Scanning Fee $3.00 Technology Fee $2.40 Total: $312.80 Available Inspections: Inspection Type: HRS Approval Abandonment Final Rough Landscaping In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 01, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date April 01, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. T ' tO —� 14 Master Permit No. " 210 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING % f� Owner's Name (Fee Simple Titleholder) 02-)sil 1 " *' L_L° I I Phone # Owner's Address /04.57 Aft 93 . $57 City '14361; State FG r0301 toR I 2.4 rip Tenant/Lessee Name Email zip .23/3i Phone # Job Address (where the work is being done) O'/ /11 S, City Miami Shores Villa a County Miami -Dade FOLIO / PARCEL # 11— 'S 2O S— 01 G- 009 0 Is Building Historically Designated YES Zip '33/309 NO L-- Flood Zone Contractor's Company Name 3f4 4 .t*M S-e- G Vtit Phone # 3 i&e. I " 6633 Contractor's Address ! 5C1 O s' ' 24 City M oun 4 f- State ft. Zip 33oV Qualifier Name rerekra Soto rr,,a„ Phone # State Certificate or Registration No. smog-7 (Z6 2- Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: - Phone #. Square / Linear Footage Of Work: 116 Alteration DNew ❑ Repair/Replace 0 Demolition (hull 1240 tG 1 Q' 716''614 . dna/ace d A hand,o -n eXin r. +and' ********* * * * * ** * * ** * * * * * * * * * * * * * ** *,* * ** Fees********** * * * * * * * * * * * * ** * * **** * * * * * * * * ** Permit Fee $ , ex.0 — CCF $ I' Training/Education Fee $ O 4 Submittal Fee $ Notary $ Scanning $ Double Fee $ Radon $ Structural Review. $ ** CO /CC $ Technology Fee $ ACO DPBR $ Bond $ Violation date: Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip ortgag Lender's Name (if applicable) ortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 6ommenctx1 prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating onstrud'tieon in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all ipplicab1e laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." otice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must romise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fist inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ackno day of 3 , 20 94.), by `'_ �•�, �_. , . who is pe ged before me this TOTAit Sign: riot: y Co ssion Expires: Contractor The forego instrument was acknowledged before me„thi day of % dTf t Y/! , 20 tO , by d who i� personally known to me or who has produced id take an oath. as identification and who did take an oath. NOTAR PUBLIC: Sign: Print: tqatvA wL•�_ 11 My Commission Expires: * * * * * ** * * * *** * * ** * *** ** **** ** * *** * * * * * * * *** * * * *** * * * **** * * ** * * * * * ** * ** * * * ** * * * * * * *** * * * * * * ****** *** APPROV D BY d 1 I j' 3/24 //t • Plans Examiner Zoning Revised 07 10 /07)(Revised 06/10/2009) Engineer Clerk checked STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Brian Levy PROPERTY ADDRESS: 1051 NE 93 St Miami, FL 33138 LOT: 15-17 PERMST #: 13-SC-979098 APPLICATION #: AP919490 DATE PAID: FEE PAID: RECEIPT #: common # : PR771113 BLOCK: 2 PROPERTY ID #: 11- 3205-015 -0090 SUBDIVISION: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T A N K D R A I N F I E L D 0 H E R ( 1,200 ] GALLONS / GPD [ ] GALLONS / GPD Septic Tank N/A [ ] GALLONS GREASE INTERCEPTOR CAPACITY [ ] GALLONS DOSING TANK CAPACITY [ 1GALLONS 81 ]DOSES PER 24 HRS #Pumps [ 3 CAPACITY CAPACITY (MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] ( 715 ] SQUARE FEET Bed confiouration SYSTEM [ ] SQUARE FEET N/A SYSTEM TYPE SYSTEM: [x] STANDARD ( ] FILLED (3 MOUND ( 3, CONFIGURATION: ( ] TRENCH [x] BED [ 3 LOCATION of BENCHMARK: C/L of NE 93 St El.: 8.80' NGVD ELEVATION OF PROPOSED SYSTEM SITE BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: [ 0.00 3 INCHES [ 2.40 ] INCHES FT 3 I ;_ =0 BELOW 3ENNCHMARK /REFERENCE POINT 1 27.60 ] Ii INCHES r FT 3 I ABOVE BELOW BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 72.00] INCHES 1.-Install 1200 gal. category -3 septic tank and 715 sf of drainfield 2.- Instals 42" of slightly limited soil at the bottom of the drainfield. 3.- Perimiter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. 4.- Invert elevation of drainfield to be no less than 7.00 ft NGVD. 5. -Bottom of drainfield elevation to be no Tess than 6.50 ft NGVD 6.- Existing system to be properly abandoned. PERMIT REVISED ON 2 -10 -2010 FOR NEW FLOOR PLAN WITH 258 SF ADDITION. SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: Gerard L Phi.lizaire Joseph R P3verger 04/20/2009 TITLE: TITLE: Engineer Specialist II DH 4016, 10/97 (Previous Editions May Be Used) v 1.1,4 AP818496 TO 'd Dade CHD EXPIRATION DATE: 10/20/2010 :M785625 414-tv Page 1 of 3 itted S800£96i,S6 3NI SNOI.L33NN03 3I.Ld3S E I11LLYJ.S NdOS :ZT OT /9Z /£0 12/27/10�,�,�10:49A}1 STATEUIDE SEPTIC CONNECTIONS INC 9549630085 p.01 Pt jarn Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder Owner's .dd 0 Permit No. '11-6 Master Permit No. Phone # qc4j City v I Tenant/Lessee Name Email State Zip Job Address (wher‘the work is being done) City Miami Shores Village FOLIO / PARCEL Is Building Historically Designated YES Phone # Contractor's Company Name Contractor's Address City. Qualifier Name State Zip Phone # State Certificate or Registration No. C 1 �j) ' Certificca of Competency No. w E -mail !— ° 6 .J Vi �, Architect/Engineer's Name (if applicable) Oe VI—Phone # 3 bh-L 6-i% 'Contact Phone Value of Work For tbp<Permit $ Type of Work: Addition Describe Work. .3r0 ❑Alteratio Spare / Linear Footage Of Work: I�New ' _ ❑ Repair/Rep c8 ❑ Demoli 'on **sic*** ** * * * * * * * * *** * * * * * * ** * ** * * *F *** * *** * * * * * * * * * * * * ** *** * *** * * * ** *fie * * * * ***** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ • Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee ,$ , Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side —+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC State tiMCMgVM it JAN 292010 BY __ % Zip Zip OWN$R'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice . of commencement must be posted at the job site for the first inspection which r f&curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not ' approved a reinsp 'ction : e ill be charged.. Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature The oregoing mstrument was acknowvl ged before me this al day of TA-r4 , 20 0 , by NL 14,95 ctor who is personally known to me or-who has produced as identification and iNtriiiiitke an oath. NOTARY PUBLIC: �•�``� Nile /®� ,yQ4`� p6/ 40 • Sign: Print My Commission Expires: A.'' ..�... .••' ����• ��tlll11111111��`` Plans Examiner Zoning Engineer Clerk checked (Re ised 07 /10 /07)(Revised 06/10/2009) )-P).$ tof'k et A‘P 60 BUILDING Miami Shores Village Building Department V61 D 10050 N.E.2r i Aven;xe, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING' Owner's Name (Fed Sim le Titleho der) Owner's Ad e ess City Tenant/Lessee NameL Email State Master Permit No. Phone # S Zip --- ems✓ J Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL Is Building Historic 11y Designated YES 1 Contractor's Company Name = ',� & , S JPjV :jgA I �M hon "� ,. - *AL_. _..� /, State r Phone # 4'S Contractor's City Qualifier Name State Certificate or Registration No. 'Contact Phone Zip �rr� Phone # � c�� / 1Certificate of Competency No. E -mail Architect/Engineer's Name (if applicable) V L %�-� Phone # Value of Work For this Permit $ Type of Work: ❑Ad ' Describe Wor Square / Linear Footage Of Work: :New ❑ Rep ' , plac 'don f Alterve War Hinirif- 'P. ees Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Doable Fee $ Violation date: Structural Review. Total Fee Now Due $ See Reverse side .4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must prdmise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whoose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the abse ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature Owner or Agent Contractor T4 fore oing instrument was acknowledged before mel The fore oing instrument was a6knowl � day of , 20 V"by I�1► s .. day of 20 by i who is personally known to me or who Signature cation and who did take ged before me thia. who is personally known to me or "who has produced as identification and who did take an oath. Ot.cy4s is 4 NOTARY PUIfLIC: 4 4 .\1?' �'" 1, 9 #Q e'j Sign: }g►, ° N Print: A t S�, aoo , . My Commission Expires pie 74, to, { s$ Yy `ire. 4. Q *******'***** df7� b' �Pk1� if*** *�"J�'IY*iC'*******itti�'�'1ti* **' if 7�C1i ** * *7Y7M7�'ii7%�f'k'11ffT[�[ Ji ii'** ****if* * ** ** *** ** * **** ***'if***'*'** ***** *** Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Re Engineer Clerk checked ised 07 /10 /07XRevised 06/10/2009) Miami Shores 'Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) 1 Owner's Address City Tenant/Lessee Nam Email Master Permit No. Phone # Zip Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's City Qualifier Name ddress r State Certificate or Registration No. 'Contact Phone f ONIMPOP t State NO, A 1s Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ]Addition Describe Wor 1 Vii' 00 E -mail Phone Flood Zone Zip Phone # ' 4. Certificate of Competency No vwt Alte ti k it Phone# To C bb7,- R-ez Square / Linear Footage Of Work: ON ❑ Repair ', :place molition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Fees * * * *, *err * * * * ** ** ** * * **** * ** *** * * * * * * * * * **** Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ Double Fee $ Structural Review. $ Total Fee Now Due $ CCF $ Training/Education Fee $ DPBR $ Violation date: CO/CC .$ Technology Fee $ Bond $ See Reverse side -> ill Ba'nding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conunenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR [PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RCORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved # ; d a reinspection fee will be charged.. S'ipature Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day; of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or-who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: tor Sign: Sign: Print:.. Print: My Commission Expires: APPROVED BY My Commission Expires: Plans Examiner - Zoning (Revised 07 /10/07)(Revised 06/10/2009) Engineer Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 134249 Permit Number: DS -1 -10 -124 Inspection Date: November 08, 2011 Inspector: Bruhn, Norman Owner. LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Driveways/Sidewalks /Slabs Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132050150090 Building Department Comments SLAB FOR Generator Passe • j //l! Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 08, 2011 Page 1 of 1 QT030 3OkW6OE DEC rip-17MMINTIlk, 3 U 2009 !I► BY ............. ..pep Cooled Engine Generator Sets SMI\ EQUIPMENT !E_RAC 1.6L ENC Nam* Aspbuted Gaseous Fuehld • All input connections in one single area • High coolant temperature shutdown • Low oil pressure shutdown • Low coolant del automatic shutdown • Overspeed automatic shutdown • Crank timer • Exercise timer • Oil drain extension • Cool flow radiator • Closed coolant recovery system • UV/Ozone resistant hoses • Watertight state of the art electrical connectors FEMMES • Mainline circuit breaker • Radiator drain extension • Battery charge alternator • 2 Amp static battery charger • Battery cables • Battery rack • Fan and belt guards • lsochronous governor • Hour meter • Innovative design and fully prototype tested • UL2200 Listed • Sofd state frequency compensated voltage regulator • Dynamic and static battery charger • Sound attenuated acoustically designed enclosure • Quiet test for low noise level exercise • Acoustically designed engine cooling system • High flow low noise factory engineered exhaust system • State of the art digital control system with R100 digital control panel • Watertight electrical connectors • Rodent proof construction • High efficiency, low distortion Generac designed alternator • • •• •libratiOn jpVttd Imp tltounting base • • C•i :�C"[7!S"��. " % ��.` " =r switches engineered and • •• GENE ale for maintenance powder paint • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IAPPLICATION & ENGINEERING DATA WOMB WEaRCA11015 QT030 AMOR INSIDMON. Class F SIAM Class F 1131X. MI:C <5% TELE:HOW INIERFEFENCE WIFE (RF) —______<50 ALTECKE0ORCUTPUT LENS 3 Pf-tatE Wye EEPRNOS Sealed Bel Fleet Ow 30 ION Urect LCAD CAPX1TY (SINCIBY 8031/01ON SYSTEM. NOTE Generator rating and performance In accordance with 6108528-5, 635514, SAE J1349, IS03046, and DIN5271 Omani& VOLTPEE FIXILATOR TYPE Elerimnic SENSND Singe Phase 1:193JtAllat ± 1% FEMFES._ WF Pitustatie Musette/dew art Gain LED hit:stars GENEFIATOR FEATINES Ragiving field he/ duty gewetr Clrectlyeanrected to the artjne 0 0;eafing terwealure rise '120 Taboo a 40 °C arrblert 0 Waren is Class F rated al 13)°C rise 0 Ai read& ae fully patalyped tested CONTROL IVIMEL FEATUFES SEVEN LED INGrAroR LIGHTS 0 ADDITICNAL FUsElKINS • *banes* • Lowtuel pressure • Low battery • Leer:a pressure • tbatt coded terrplew ccdant tarp • Oversaw! • 0.eraark • Unity sensing • Delai crt utility bluetit' eagle start • Engne vamp beide transfer • Dee/ to remelts to day • Engire ccdthArt *war • Berciser rxt set ri INIEFINAL FUNCTIONS • 3 posits sett (at% df ardnalue) • 2 vire start for arty transfer vetch • 0:mutates with tte ammo HIS twister meth • E3unt-in 7 de/ exardser • Satedable eagle speed al matte • limeratue range -40 `C to 70 °C Rafeng Mations - 14licalle far swift ernmrey gorier for the davit:a d the WV wear Wage. Na anktajaaggifigelsggelgiletirlis mpg ye palings in exerts= aith ESE614, ISOM* axi 01143271). (Ai atnig3 in =atm likeh 13S5514 ISOM. ISOBSZIard DINE71).: 40, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Gmerter catadier is bunt the master control Ixed BOE SPIECIRCA1101sS in fire MINCERS_ liSFIACEIVENT TB Liter BORE SWOT_ 313 MIME AIR ...... ..... Naha* Aspirated WYE SEAS Flatoaatte UFTERTYPE. Hyde& GOValtsIOR SPEaFICATIOIS TYPE Electra* FFECLEICY AMMON. isochenous SIENA' SINE REGLILAION— 325 BEINE LU3RCIMON SYSTEM OL RAP Ger 0L RE. flamsdnat Carliktja ECM COOLING SYSIEM ViltffEFI RAF _Pen dim E6N SPEED 2550 FAN MEIER. 15 inIes E6N Pusher FUEL SYSTEM Natural gas, propane vapor neft SECatliff RR. REGULATOR.. -Sanded FUEL SILIKFF 901.130D Standard 410. • • • • • • • • • • • • • • • • • • • • • • ELECTRICAL SWIM 6'-14 H20 • • • ••••••• :IWTEIWIMR31 ••:-*** 12V30Pare :SIFIC:BITERY MIR • : • • • 2 Anp PBXNNENDED .1.. Ein:up sscrA SNSTEMVOLTAGF__ 12Volis GENERAC QTR RATING: All three phases units are rated at 0.8 power factor. All single phase units are ratedat 1.0.powerfa0tcu. STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The sttulby is aiplifable,t8 varyinalbads3or the duration of a power stage. There is no overload capability for this rating. Ratings are In accordalbe 19.0-304rliDeesIgg and pericarrs are subject to change without notice. • • • • • • KW rating is based on LPG Fuel and may derate with natural gas. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • QT030 KW RATING 30 ENGINE ME 1.6 Liter 4 cyl. infuse GENERATOR OUTPUT VOLTAGE/KIN - 60Hz KW AMP CB Size 120/240V, 1- phase, 1.0 pf 30 125 150 120/208V, 3- phase, 0.8 pf 30 104 125 120/240V, 3- phase, 0.8 pf (Consult Factory) 30 90 100 277/480V, 3 -phase, 0.8 pf (Consult Factory) 30 45 50 GENERATOR LOCKED ROTOR KVA AVAILABLE VOLTAGE DIP OF 35% Single phase or 208 3 -phase 56 (75) ENGINE FUEL CONSUMPTION (Natural Gas) (Propane) Natural Gas Propane (ft3/hr.) (gal/hr.) cu ft/hr Exercise cycle 60 0.65 24 25% of rated load 193 2.1 76 50% of rated load 300 3.3 120 75% of rated load 415 4.5 165 100% of rated load 525 5.7 209 ENGINE COOLING Air flow (inlet drir cluing Mentor and carbustim ar) ft3 /min. 1,800 System coolant capacity US gal. 2.0 Heat rejection to coolant BTU/hr. 131,000 Max. operating air temp. on radiator °C ( °F) 60 (150) Max. ambient temperature °C ( °F) 50 (140) COMBUSTION AIR REQUIREMENTS Flow at rated power 60 Hz cfm 95 SOUND EMISSIONS IN DBA Exercising at 7 meters 62 Normal operation at 7 meters 75 EXHAUST Exhaust flow at rated output 60 Hz ctm 260 Exhaust temp. at muffler outlet °F 1025 ENGINE PARAMETERS Rated synchronous RPM 60 Hz 3600 HP at rated KW 60 Hz 48 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration 3% for every 10 °C above - °C • • ••• • • • • • • 1.65% for every 10 °F above - °F Altitude Devotion • • • • • n• • • 1% for every 100m above -m •• • ••• •• • • 0$3 3% for every 1000 ft. above - ft. 600 RATING: All three phases units are rated at 0.8 power factor. All single phase units are ratedat 1.0.powerfa0tcu. STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The sttulby is aiplifable,t8 varyinalbads3or the duration of a power stage. There is no overload capability for this rating. Ratings are In accordalbe 19.0-304rliDeesIgg and pericarrs are subject to change without notice. • • • • • • KW rating is based on LPG Fuel and may derate with natural gas. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • QT030 Ground Level Concrete Slab C1 Enclosure 18, 20, 25, 30 kW 1.5 Liter QT ® B 0000000 8100 C©NTRO1. PANEL GENERATOR CONNECTION BOX NEUrRAI. FRAME RAIL Installation Drawing Ref. No. OG5116 INSTALLATION L.AYCLff QRCUFT BREAKER SIZE 192615 / 0.125 WG SIZE 30 24010 150 #1 to 300 mcm 30 20830 125 #3 to 3/0 30 24030 100 #10to1 /0 30 48030 50 #10to1 /0 CONTROL PANEL R TYPE BATTERY CHARGER IS ENCLOSED WITHIN VISE ACTION LATCH, ONE PER DOOR, ONE LIFTOFF DOOR PER SIDE OF GENERATOR GENERAC$ EXHAUST AND AIR DISCHARGE LOUVERS - FRONT AND SIDES r.4 OR YP 33.5 �•• • • • • • •+ • • 1 • • •••I ••— '�•J„` • CONCRETE • BASE • • • • NOT INCLUDED FRONT VIEW FUEL UNE CONNECTION 314° NPT FEMALE COUP N6 • • •. • • • •••. • • EXHAUST MUFFLERS • • • • • • • • •'ENCLOSED WITHIN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Generac Power Systems, Inc. • S45 W29290 HWY 59, Waukesha, W1531 4: • generac.com o2009 Genera Par %Stem . gm. AD rights resem14911.sgefications Be sypiectiuciwatigut nolice•Sulletin 017 4rSOY to U.SA 02.07. Ter. • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RTS 100 -400 Amp Transfer Switch FUNCTIONS All Tiring and sung functions originate in the R -100 controller Utility voltage drop-out `60% Timer to generator start 15 seconds Engine warm up delay 10 seconds Standby voltage sensor ............90% Utility voltage pickup >80% Re- transfer time delay 15 seconds Engine cool -down timer 60 seconds Exerciser 15 minutes every 7 days The transfer swig can be operated manually without power applied. SPECIFICAllasS Amps 100 100 100 200 200 400 400 Voltage 120/240,10 1201240,10 120/208, 3e moue 120/240, 1e 120/240, le 120/208, 3e 277/480, 3e 120/240, 1e 120/240, le 120/206, 30 1201240,10 Load Transition Type (AutotraytlC) Open Trion viii ti, 10,12, 14 or 16 Cir. Load Center Open Transition Open Transition See Ent Rated Open Transtion Open Traron Ser. Ent Rated Open Transition Open Tmron Ser. Ent Rated Enclosure Type NEMA1 NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R Express Instati Kit Included Mn No No No No No No Withstand Rating (Amps) 10,000 10,000 10,000 10,000 11000 18,000 18,000 Lug Range 210 - #14 400 MCM - #4 600 MCM - #4 or 2 -250 MCM Edema! Dimensions Of x Mr x DI 1201240,10 120/208, 30 1204240, 30 2771480, 30 27x13x7 20x 152x7.3 24.1 x 20.5 x 7.3 24.1 x 20.5 x 7.3 36.1 x 24.4 x 102 20x 152x7.3 20x15. 2x7.3 24.1 x 20.5 x 7.3 24.1 x 20.5 x 7.3 48.1 x 30.6 x 13.3 30x16 .5x7.336.1x24.38x10.240x318x 36.1 x 24.38 x 102 36.1 x 24.38 x 102 36.1 x 24.38 x 102 10.5 Unit Weight (tbs.) 30 28 42 48 50 95 105 'TYPICAL COIVECTION GENERATOR CONNECTION BOX O®O T. ('O a aoa UTILITY SUPPLY 1 NEUTRAL BLOCK Zwowainingeassime} RTS TRANSFER SWITCH .• r.worst comae •• CONTROL LEADS CONDUIT (014 GAGE Mik owe r -8 • • • • • • • • • • • •• NEUTRAL BLOCK CUSTOMER • ••• •LOAD.• • • • • • • • '100 Amp, NEMA 1 Switch Not Shown GUARDIAN by Generac Power systems, U1c 02804 Seam Power systems, lee. AB detes reserve44 raptors ati stdiect V 017501os8Y le us.A OSA. rep: 06.08 • • • • V • • • • • • • • • • • • • • • • • • Generac Power Systems, Inc. • P.O. Box 297, Whitewater, WI 53190 • generac.com • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • •0 • • • STANDBY GENERATOR ACCESSORIES RTS Automatic Transfer Switch 100- 400krpRFS MIA 2R 100 AIWIRANN:131 S ATCH This 100 amp Transfer switch has an integrated load center for picking up the emergency drcuits. ft is especially useful where the main seMce is large and only a portion of the building load will be served by the generator. Internal point to point wiring for the generator connection and the 8, 10, 12, 14 or 16 cif and circuit breakers from the main distribu- tion point are included. 100 - 400 Amps 600 VAC DP110N Generac RTS automatic transfer switches are designed to operate with the digital control used on air-cooled generators and the Generac R100 control used on liquid - cooled QT series gaseous generators from 8 kW through 60 kW. The RTS transfer switch will operate only with the Generac R100 controller. The 100, 200 and 400 amp open transition switches are available in single and 3 phase configurations for 120/240, 120/208 and 120/240 3 phase at 100, 200 and 400 amp ratings and 277 /480 at the 100 and 200 amp rating. It is available as a stand -alone switch or for single phase with a built in 8, 10, 12, 14 or 16- circuit load center to supply only those circuits that are essential during an emergency. Ali standard and load center transfer switches are UL and CUL Listed and suitable for use as optional standby systems (NEC702). All RTS transfer switches are housed in a steel NEMA 1 or aluminum NEMA 3R enclosure, with electrostatically applied and baked powder paint. The Heavy Duty Generac Contactor is a UL recognized device, designed for years of service. The control connection between the RTS and the Generator Control panel is through #14 wires. The control at the generator handles all the timing, sensing and exercising functions. SERVICE EIS! E ti ANCE FVUED SWITCH The Generac Service Entrance Rated Transfer Switches are available in 100, 200 and 400 amp ratings in single phase appiicattons. The switches are UL 1008 listed with .11t10,•24) 4r 4)04,1%p QLtatg8 tircult Breakers on both the • JJtility d j*eiaf:r 444 o?tle transfer contactor for full • 411bwJle€erl Qrc>lre ure is rated for NEMA 3R installation and is fully p from the elements. •• • • ••• ••• •• • •• • • • • .•• • • • • • • • • • • • • • • • • • .• • • • GUARDIAN 1t.J • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• H MINSAIM RECOMMENDED CONCRETE RAD8I2E10$1 (41.01 WIDE X 1892 (7451 LONCIRERERENCE 5NSTALLMIONG/DE SUPPLED WITH UNT FOR CONCRETE GUIDELINES •ALLAY SUFFICIENT ROOMON ALL =ESOP THE GENIR TOR FOR 4cUR MAINTENANCE AND SERYH�'O,THIS U N I T MUSTBE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE INFPA 37 AND NM 70 SINIIDARDS AS WELL AS ANY OTHER FEDERAL, STATE AND LOCAL CODES FOR MINIMUM DERANGES FROM OVER STRUCTURES. 3}r1iCArB AKER INFORINCROM SE5 SPECIFICATION SHEET WITHIN OWNERS MANUAL 4)0 0ESTW.W' AREA FOR AC LOAD LEAD SIT CO044ECTION, NEUTRAL C», BEIM CHARGER 120 VOLT AZ (.5 AMP MAX.) COPWECTIOIN, AND ACCESSTOTRANSFER SWOCH CONTROL VORES. REMOVE FRONT COVER FOR ACCESS. 4A) GELD CUT HOLE IS ONLY REQUIRED FOR MOUNTING OF GENERATOR ON AN EXISTING PAR 51 REFERENCE OWNERS MANUAL FOR UPTIVQWN NINGS. REMOVE LIFTOFF EAIA. TO ACCESS E01AUST MUFFLER CONTROL. RIN3R$EFIEBTYPE BATTERY CHARGER • ENCLOSED WITHIN FRONT cove; SEE mcas 1580 [8221 1189 DOOR TYP VIBE ACTION NARSlN, ONE PER DOOR ONE LIF7OF DOOR PER SM OF GENERATOR E71HAUSFAP®AW DISCHARGE 738 125.881 LOUVERS - FRONT AND SIDER CIRCUIT BREAKER SEE 1,T 152.5 REAR WEW C......._ au ilik,114,1011Ahl Hite Bu0000 0174510SBY / Printed i0 USA 08.07 COMMERCIAL SERIES 780 [30.711 RIGHT SIDE VIEW LIFTING PROVISION (41 PLACES. SSE y5DrE$AND CENTER OF GRAVITY DltdENSIONS FUEL UNECONNECTION 3112 PPT FEMMALEE COUPLING FELD= HOLE FOR OUTSIDE CONDUIT 00048CTION 0MY, SEEN47E99 INSTALLATION DRAWING 18kW, 20kW, 25kW & 30kW 1.6 LITER In -Line der NATURALLY ASPIRATED ENGINE •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRONT -MEW EfI,AUSTMUITs WITHIN. ENCLOSED 065116 -A ISSUE DATE 04/05/07 Cyr- lIMMEM ..21 srrriAlll H MINSAIM RECOMMENDED CONCRETE RAD8I2E10$1 (41.01 WIDE X 1892 (7451 LONCIRERERENCE 5NSTALLMIONG/DE SUPPLED WITH UNT FOR CONCRETE GUIDELINES •ALLAY SUFFICIENT ROOMON ALL =ESOP THE GENIR TOR FOR 4cUR MAINTENANCE AND SERYH�'O,THIS U N I T MUSTBE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE INFPA 37 AND NM 70 SINIIDARDS AS WELL AS ANY OTHER FEDERAL, STATE AND LOCAL CODES FOR MINIMUM DERANGES FROM OVER STRUCTURES. 3}r1iCArB AKER INFORINCROM SE5 SPECIFICATION SHEET WITHIN OWNERS MANUAL 4)0 0ESTW.W' AREA FOR AC LOAD LEAD SIT CO044ECTION, NEUTRAL C», BEIM CHARGER 120 VOLT AZ (.5 AMP MAX.) COPWECTIOIN, AND ACCESSTOTRANSFER SWOCH CONTROL VORES. REMOVE FRONT COVER FOR ACCESS. 4A) GELD CUT HOLE IS ONLY REQUIRED FOR MOUNTING OF GENERATOR ON AN EXISTING PAR 51 REFERENCE OWNERS MANUAL FOR UPTIVQWN NINGS. REMOVE LIFTOFF EAIA. TO ACCESS E01AUST MUFFLER CONTROL. RIN3R$EFIEBTYPE BATTERY CHARGER • ENCLOSED WITHIN FRONT cove; SEE mcas 1580 [8221 1189 DOOR TYP VIBE ACTION NARSlN, ONE PER DOOR ONE LIF7OF DOOR PER SM OF GENERATOR E71HAUSFAP®AW DISCHARGE 738 125.881 LOUVERS - FRONT AND SIDER CIRCUIT BREAKER SEE 1,T 152.5 REAR WEW C......._ au ilik,114,1011Ahl Hite Bu0000 0174510SBY / Printed i0 USA 08.07 COMMERCIAL SERIES 780 [30.711 RIGHT SIDE VIEW LIFTING PROVISION (41 PLACES. SSE y5DrE$AND CENTER OF GRAVITY DltdENSIONS FUEL UNECONNECTION 3112 PPT FEMMALEE COUPLING FELD= HOLE FOR OUTSIDE CONDUIT 00048CTION 0MY, SEEN47E99 INSTALLATION DRAWING 18kW, 20kW, 25kW & 30kW 1.6 LITER In -Line der NATURALLY ASPIRATED ENGINE •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRONT -MEW EfI,AUSTMUITs WITHIN. ENCLOSED 065116 -A ISSUE DATE 04/05/07 2 0 A 9 4a 6% se:1504. ena P.' Lx%fi. attaft "ftGO OIL 14 aire M% -tzw 91 sts+, wiellELVIEMIELVERWERA 1111LIMILIMINIMMEMILIIIIMELIL 111. 1011111M111111111111111111111WILla '4 er.,,Fsght. al4 gaimASIL atfUlgt• ••=e4qt.mor.....Nee./41.. JOB: t.tutasat.ltatad...aa, Wabiato4a.. rftsxics CATE: REVISED: SCALE [SWAM RV APPROVED at c.a.-e-CE Trail le utraCrieValcuk)ei Utz itletrigukt. ift" t .11.1%.1..." Obi) C.-ifttansx litne 491 Le'3 1 112. L AFFIDAVIT Yids instabion shall ogractpalits *TA 50, WM St as wet zes al *de & load axides am* legitdiaas. GENERAL SITE RAN 1 Page_L_ irgrairect Qatilier PRffr NAM Quatiffer* %ran bawd atracthea bobe ru ttis twat trieN4 Posonaltrinami fiveraced Idenatatber bps Itleaftstios Prallaoot, 1 2 vei i1/4'641 ✓fLc4�J 1 �/ &�� 1�, f�l -.pant L FRD1tK TAIXE Be ° e` XL 51F5 TV0U!OTaflKDOIaII • • r' 1'2:71 eo-24:44,40c_ 0 oft • e N. Miami, FL 33161 Thiatifier JD 5 Address /067 Nif c/3 S i-e$1 P N.10,/40-11 • LoAlevir Run 13/ eiv-aet.-„S - es,so-eps ci F1P 0.55' 0.25' CLF. 1TP. PI htr 2.15 CONC. Li 25.65' 11•1111VEr. CONC. 21. 24.50' 24.3' Aitst.. Ot AT • 6,cfs7c;:o, 1 \*547:5CP <II '-2675' RES. # 1061 1:74% 1–STY.CHS 3.7(4 71)15* WM ,,.1. F.F.E-t1o.41 1 UNIXRCONSHICTION . 'OK. 70' 13.30' rp, v.4.35' m v. ...... .r. ,- 0 pi .... . 10.71 CONC. 11 --L- .-.::-.-...-..4.7 25' 58.40' OAK 0=t4' S=±100' FIP -crl • 5'SDWK VW 162.72R 162.54'FM 25' ,-- j. 723 .../----C 4- NE 93rd STREET 15.5' ASPHALT PAVEMENT ,y. Ivo^ ....----- it /146#444. 1000 64-Luov 4is, e,,Itc /-4,4134.. u Aide& 6/zoePthi /1,04 11,00, 0,0 kg. 64-5 tfives is/ 6 idi/er..c i'1.4./ WO Alt. co/te.. 6 .4. 0941.4,-e / A; ti-erAitei Lc, //---il )vpiodo b—k— 11—Ati . e odre cc, -Pc CAO 62 gee) 9.4..i frio-i) NOTES: 1) BENCHMARK USED MIAMI–DADE COUNTY # B-62 ELEVATION 83' NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1829. 7'd ontyck-i no-anc. uthsten mlon 174 COURT AS PER PLAT 1 sr YAM BY 1 ALL AMERICAN WELDING TANKS MEET OR EXCEED ASME STANDARDS TW -2012 Tank Specifications HINGE DETAIL LABEL (ON LID) TOO{ WELD CONSTRUCTION GALVANIZED DOME UG MULTI VALVE ANODE ATTACHMENT LEAD LOCATED UNDER DOME CHECKMATE"ACTIVATED DUAL LIQUID WITHDRAWAL LIFTING LUGS VALVE SEAL WELDED STAINLESS STEEL DATA PLATE UNDER DOME 500 GALLON PROPANE TANK Water Gallon Leg Spacing Diameter Length Height with Hood Weight 3400 lbs. 1990 Gal. 192" 46" 23' 11" 5' 11" 1450 Gal. 139 1/2" 46" 17' 4" 5' 11" 2658 lbs. 1000 Gal. 121" 41" 16' 0" 5' 6" 1760 lbs. 850 Gal. 86" 41" 13' 9" 5' 6" 1440 lbs. 500 Gal. 60" 37" 9' 11" 5' 2" 949 lbs. 325 Gal. 60" 30" 9' 11" 4' 7" 597 lbs. 250 Gal. 60" 30" 7' 10" 4' 7" 483 lbs. 150 Gal. 60" 24" 7' 0" 4' 1" 314 lbs. 120 Gal. 45 1/4" 24" 5' 9" 4' 1" 257 lbs. Specifications listed are for average tanks: individual vessels may vary. Capacities shown are approximate. We reserve the right to change specifications without prior notice. LIMITED WARRANTY FOR PROTECTIVE COATING March 29, 2002 Seller warrants that the protective coating of this underground tank is free from defects in material and workmanship under normal use in service for the purpose for which the underground tank was manufactured for a period of four (4) years from the date this underground tank was shipped from the manufacturing plant to the first purchaser. This Limited Warranty covers ONLY THE PROTECTIVE COATING and extends ONLY TO THE FIRST PURCHASER of the underground tank and does not extend to a consumer who purchases the underground tank from a dealer or otherwise. Seller will, at its option, repair or replace without charge the protective coating covered by this limited warranty. This Limited Warranty for protective coating is expressly In lieu of all other protective coating warranties, express or implied, including any warranty of merchantability or that the protective coating is fit for any particular purpose or use. Seller shall not be responsible for failures caused by misloading, overheating, improper cleaning, alteration, misuse, Improper installation, physical abuse, accident or for normal wear and tear. It is the installer s responsibility to Insure proper installation including repairing coating damage from shipping and handling of tank. This Limited Warranty for protective coating shall be rendered null and void in the event installer fails to repair any coating damage prior to installation or falls to utilize best engineering practices for installation, Including the attachment of sacrificial anode(s) and use of a dielectric union in the gas line. THE REMEDIES SET FORTH HEREIN ARE EXCLUSIVE. SELLER SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, OR INCIDENTAL DAMAGES RESULTING FROM THE DELIVERY, USE OR FAILURE OF THE PRODUCT (INCLUDING LOSS OF ANY MATERIALS STORED IN PRODUCT), OR FROM ANY OTHER CAUSE WHATSOEVER. BY ACCEPTING DELIVERY OF THE PRODUCT, THE BUYER ACCEPTS THIS LIMITATION OF REMEDIES AS REASONABLE AND ENFORCEABLE. IN NO EVENT SHALL SELLER S LIABILITY EXCEED THE PURCHASE PRICE FOR THE PRODUCT. If Buyer believes that the protective coating on this underground tank Is defective In material or workmanship, Buyer must give written notice to Seller at the address appearing below before the expiration of the warranty period, providing details as to date and place of purchase, serial number, and any alleged defect. If Seller determines that a protective coating is covered by this Limited Warranty, Seller will then glve written instructions to Buyer regarding the manner in which the protective coating is to be repaired or replaced. Buyer may be requested to retum the underground tank at Seller s expense, but no such return should be made until Buyer has received written instructions from Seller. Seller will then perform under this Limited Warranty within thirty (30) calendar days after the underground tank is returned to Seller. This Limited Warranty gives Buyer specific legal rights, and you may also have other rights which vary from State to State. B47873.1 America Welding & Tank 4718 Old Gettysburg Road Mechanicsburg, PA 17055 800 - 268 -2857 THIS VESSEL IS DESIGNED FOR THE STORAGE OF LIQUEFIED PETROLEUM GAS ONLY 192 HINGE —40 1/21. 30— 1 5' SLOTTED HOLE CENTERED OVER RELIEF VALVE 51 30 TOP VIEW (R - 1000MW) HINGE 5,,,?—HASP /8' VIM. LOCK P d I :• I 14 GA COLLAR 1/2' X 3 112' SLOT CK -LOK L1i 0 76 3/4 EVAC 1 TUBE k 1/4 ®I 24 FLOAT GAUGE 121 75 SIDE ELEVATION 15— 3/16 D <TYP, D. CENTER CIRCUMFERENTIAL WELD SEAM HINGE 4ASP 3 ilti� O ,Epp' Nei p SEAL WELD FITTING LAYOUT rr NATL. BD. SERIAL No. CERTIFIED BY: AMERICAN WELDING &TANK HARSCO CORPORATION GAS b FLUID CONTROL GROUP JESUP. GEORGIA- BLOOMFIELD, IOWA. BALT LAKE CITY. UTAH- FREMIONT, OHIO 1 1 uMAX. ALLOW. WORKING PRESS 1 250 'S) AT M'MTI -1 °F AT P5) PLANT NO E-1 KEN I SERIAL NO. R14 LENGTH HEAD THK. UNDER GROUND TYPE Y 192_ 252 A :T -UG IN. IN. LISTED CONTAINER ASSEMBLY FOR LP GAS 695A YEAR BUILT OUTSI SHELL SURAREA HEAD D.R. WATER CAPACITY 1 20 41 . 230 172 HEM) 1 1500 GF IN IN SO FT GALS THIS CONTAINER SHALL NOT CONTAIN A PRODUCT HAVING A VAPOR PRESSURE W EXCESS OF 215 PSI AT 100'F. DIP TUBE LENGTH -89% FULL @! 50 DEG F. D.T.= 6 0 04 DATA PLATE DETAIL 16 O.D. 5 14 GA. DOME COLLAR 3/16 D ,TYP TYP. 3/16 —1 -19 1/4 16 END VIEW 3/4° 0 HOLES (4) PLACES LONG. WELD SEAMS MARK on 512E TYPE FITTINGS A A (ALT ) B C D F 2 52 2 1(2 14 14 21/2 1 114 116 x424 1N04.6 TOE • H7 6.10 aC• E r r 0 1004.E T O (0 I 1 6 ECe2 M • IM 919114 .1 E.,. tu1E REGO GLI4ISRV 08475RV 7590U SHERWOO W2055.4 PV20S5A PV5138 SCH 40 PIPE (T0E) XII SOCKET YIELD FLG 4 • BOLTS BRASS TUBE SERVICE MKAI (VALVE MULTIVALVE CHEK.LOK :4.1 P44. • OP lat. 511WE Anerro.pt4i n0IC10A{ GetRtE OUTAU6 T19•: ual4•sw fA 40'lw MARK UTY DESCRIPTION OtNG ?SO 2 SHELL. 0238' 5 75 31' A 128 114' • 52455 2 2 4 4 2 HEADS - 40 112• I 0 X 0 202' • HEM( SA414C t IF TING LUGS T811K LEOS. 1/4' X 2 14- 00515.2 PIECE. Wl(050 S14AP -LOCK CUPS ANODE ATTACMJE117(ROUt41 D.5r. 5,. 5,IRE 4 D -2 D -2 D -5 0-28.•5.30 0.7 DATA PLATE . 1000 DAL . UG RE': BY DESCRIPTION DATE GENERAL NOTES: 1 LIFTING LUGS DESIGNED FOR TOTAL LIFTING WEIGHT OF 270Da 2 TOTAL EMPTY WEIGHT IS 17948 3 ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED 4 COMPLETE TANK DRIED TO REMOVE ALL MOISTURE 5. NOTE DELETED 6. EXTERIOR OF TANK TO BE GRIT BLASTED. 7. PAINT PER SHOP ORDER. 8 VACUUM PURGE TANK 9 DIMENSIONS ARE SUBJECT TO CHANGE WITH OUT NOTICE (NON - PRESSURE RETAINING COMPONENTS ONLY) 10. THREADS OF ALL FITTINGS TORE COATED WITH COMPOUND SUITABLE FOR USE WITH LP GAS. 11. FLOAT GAUGE TO BE INSTALLED WITH FLOAT ARM 45 OFF LONGITUDINAL CENTERLINE OF TANK. 12. DOUBLE LIFTING LUGS ON LONG RISER TANKS ONLY GENERAL SPECIFICATIONS WATER CAPACITY (GALLONS) 1000 ALLOWABLE WORKING PRESSURE (PSIG) 250 JOINT EFFICIENCY. ASME UW.51 LONG SEAM 100 Y. ASME UW-52 HEAD TO SHELL 80 % HYDROSTATIC TEST PRESSURE (PSIG) 325 SURFACE AREA (50. FT ) 172 RELIEF VALVE SETTING (PSIG) 250 RELIEF DISCHARGE RATE - (CFM RECTO ) 1096 CODE' ASME SECTION VIII DIV. I STANDARDS. UNDERWRITERS LABORATORIES INC 1.1W 5127 NFPA 58 LP GAS CODE MA7 ERIAL SPECS COUPLINGS SA -105 TANK FLANGES SA -105 ADAPTOR SA.105 14 CON REVERSED GROUT4HIN3 LUGS 55.00 PIPE - SA5313 OR SA1068 15 COH CORRECTED OUTAGE TUBE LENGTH 7/2400 18 AIR CHANGED GROUND METHOD 4/12,01 17 CDH CORRECTED OTY OF ANODE ATTACH 5:14101 1000 W.G. UNDERGROUND PROPANE TANK. TYPE- AWT -UG 18 CDH NEW NAMEPLATE 3 CHEK.LOK 10'18.'01 19 CDH REVISED LEGS 6 MOVED '8' 10'2201 20 COH REVISED FILL P105 SENG714S 12/19'01 21 CDH CORRECTED MARE 1' 70 PAO SHELLS 4/15'02 22 CUM REVISED MOMT PRESSURE 70 250 PSI 8:13'02 23 CD11 DELETED DOUE1005 ADDED SNAP LOCKS 8.3.02 AMERICAN WELDING & TANK HARSCO CORPORATION GAS & FLUID CONTROL GROUP 24 CDH REPOSITIONED SNAP 1001 DETAIL 10:18102 .rH 01/03/00 IH...46. RAC onP6• CDH 24 R - 1000MW ri I t I IJ.J F-T-1 0510 24 . ILI IOgpflpltl6Allil.6RJIlO.ICLICft .. _ ._ .. r N. Miami, FL 3316 U) 0.55' 0.25' -50'R /W BY PLAT SCALE: " ' FEB 2 3 201 BY: „1./..,-,.w.-::). ...• Jo 5 Address /667 Aft-- q3. S N.07/4-4!, • LoAleV Run 2/ 6 /_6v5 8+ ev4 v5 I„--1114.6:-WR&Fivf • .. �� CONC. 25.65' 24.50' RES. # 1051 1- SIY.CBS F F.E, -10.47' UNDERCON51NCTICNV 13.30' 4.1 t. 0 CV 10.7' 14.75' N 5'sOWX uw /M 162.72'R ` 162.54'Fi11 u - -11' J 0th COURT AS PER PLAT C/L NE 93rd STREET w 'pd• .� 16.5' ASPHALT PAVEMENT JN6MLL 1000 ,f-tt0t'1 4p /7 U Aid"' (A /Lodes d 11-60/= 0»' ke 64-3 L11v es /v 6 /ie-, %'%'GC W0Aic, Gv / /a.e .Up,v -e / N h -[uiid % //-7/ J'./ /=P /I eon co-Pc. Co 61 a.av<.i4 ✓ /Ian NOTES: 1) BENCHMARK USED MIAMI -DADE COUNT( # B-62 ELEVATION 8.7' I-tti NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. 5D'R/11' BY PI Z.d 90179- 1.68-90E u6isen ' - , 5A -102 LIQUEFIER PE'I'ROI.EU \I GAS CODE �_ ``� ntake direct- ---- yy�< •,� v appliance �= IT'1 14 X10 11 (min) \'\�` (Note (.I compressor / 10 ft 1 min (source of ignition) (Not t 1) 1) 5(t (min) ` (Nate >)'. rd For SI units, 1 ft = 0.3048 •n 1.0 f1 (min) 25 ft — '--(min) (Note 3) 25 fl (min) 4 (Note). • Window, sir conditioner (source of ignition) 10 It (min) (Note 1) •••••• • 14. �/I(min) (Note 2) Crawl space opening, Nearest line of adjoining / window, or exhaust tan propory that can be 10 It (min) built upon Note 1: Regardless of its s ze, any ASME container tilled an site must he located so thr t the filling connection and Ilaerf maximum liquid level gaug x are al least 10 IL from any external source of ignition e.g., open flame, window A/C :, compressor), Intake to dire •Jt- vented gas appliance, or Inte�ks to a mechanical ventilation system. Refer to 6.3.9. Note 2: Refer 10 6.3.9. Note 3: This.distance may be reduced to no Tess than 10 ft for a single container of 1200 gal (4.5 m3) water capacity or less, provided such container is at Least 2511 from any other LP -Gas container of more than 125 gal (0.5 m3) water capacity. Refer to 6.3.3. FIGURE 1.1 (b) Abo% eground ASME Containers. (This figure fin- illustrative purposes only; code shall govern.) Crawl space opening Central A/C compressor (source of ignition) s� Intake to direct- "� vent ttppliance\ 10 It (min) ,�` (Note 1). 71.1; , q 10 fl (min)._ 1011 min `a' 4 We 1 (Note 1) For SI units, 1 ft = 0.3048 i 7 ft (min) .& Note 2) \ Crawl space opening, . window, or exhaust fan or0do 10 ft (min) ass 1 we �, wool [llj1j endow air coniiti0ner nation (so'.trce of ig (Note 2) / Note 1: The reliel valve, filling connection, and tigtdd fixer) maximum level Nearest line of adjoining gauge vent connection at the container taus( be at least 10 II Irom any . exterior properly that can he source of ignition, oper ings into direct -want appliances, or mechanical built upon ..ventilation air intakes. Refer to 6.3.2. / Note 2: No part of an underground container shag be less Than 10 ft from an / important building or line of adjoining property that can be built upon. Refer to 6.3.2. FIGURE L1 (c) Under :round ASME Containers. (This figure for illustrative / uposes only; code shall govern.) 2004. Edition THIS VESSEL IS DESIGNED FOR THE STORAGE OF LIQUEFIED PETROLEUM GAS ONLY 192 HINGE 40 1/2 I.D. 30 SLOTTED HOLE CENTERED OVER RELIEF VALVE 51 30 TOP VIEW (R - 1000MW) HLNGC /-JiASP fa GA COLLAR 1/2' X 3 112-SLOT CHECK -LOK U4 z0-\ —15 II II II II– It' 11 II II II FLOAT 3/16 TY CENTER CIRCUMFERENTIAL WELD SEAM FITTING LAYOUT NAT'L BD. SERIAL No 1 CERTIFIED BY: AMERICAN WELDING &TANK HARSCO CORPORATION GAS & FLUID CONTROL GROUP JESUP GEORGIA- BLOOMFIEL0, IOWA. SALT LAKE CITY UTAH-FREMONT, OHIO sT RT1 MAX. ALLOW WORKING PRESS ( 250 F.Sl AT MDMT -20 °F AT ®' pSl PLANT 140 F-1 I SERIAL NO YEAR BUILT LENGTH IN OUTSDIOIAE IN HEAD THK. IN. S THK IN UiIDCR SURFACE SO FT GROUND TAPE AREA ( 4.N 1 OF 193 20 41 202 5v:T -UG I LISTED CONTAINER ASSEMBLY FOR LP GAS 895A HEAD D.R WATER CAPACITY 230 :2 HE7•II 1000 GAL S THIS CONTAINER SHALL NOT CONTAIN A PRODUCT HAVING A VAPOR PRESSURE IN EXCESS OF 215 PSt AT 100 °F. DIP TUBE LENGTH -89'1. FULL @I 50 DEG F. D.7 4 A D174 DATA PLATE DETAIL 16 O.D. 14 GA. DOME COLLAR 7G 3/4 EVAC TUBE —62 — 121 SIDE ELEVATION 75 15— 3/16 TYP. 3/16 CTYP. /-3/4" 0 HOLES (4) PLACES —19 1/4 LONG. WELD 16 SEAMS END VIEW MARK CITY SIZE TYPE FITTINGS REGO SIHERWOOD SER07CE A1ARK O1Y DESCRIPTION 0:70 NJ A1ALT1 8 c 2 I/2 2 1/2 14 oe qq iCHEO W Pq•0 f0 E O 6FF -Y.K 41 ••T T rH tl4'R C.::. 1444 084 /5R•I 084756V 7590U P020954 Pi/209S4 PY5138 AtUL2IVALVE ML/LTIVAIVE CHEK.LOK +ELL- 0 278- X 75 Jb- X In U4- • 54155 HEADS •401 /?10 110202••NEI.1, 5411412 LIFTING LUGS O 2 14 SCN 40 PIPE (T 0 E I O 2 112 SOCKET 04070 FLO E 1 1/4 4 - BOLTS U8 BRASS'TUBE •1 ,4 7w••E cam +.00 41401 K+rt 120' 17 Y+cE CUI..:L !CSC 1 9+651 14110 LEGS. 114.8 2 147 0.2 DOME. 2 PIECE. 4,0GED SIIAP•LOCK CUPS D 5 0.28.29.30 AI4OOE ATTAC7rt.IEHTIROUNO 0.51. L:• v.IRE) D 7 DATA PLATE . 1000 GAL . U'6 RE7 ti Br CON 15 COH 10 4b 17 COH 10 COH 19 CON 20 CDH 21 CON 22 COON 23 CO1+ 24 COH DE SCRIP1/OH. DATE GENERAL NOTES: 1 LIFTING LUGS DESIGNED FOR TOTAL LIFTING WEIGHT OF 771(14 2 TOTAL EMPTY WEIGHT ISo 3 ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED 4 COMPLETE TANK DRIED TO REMOVE ALL MOISTURE 5. NOTE DELETED 8. EXTERIOR OF TANK TO BE GRIT BLASTED. 7. PANT PER SHOP ORDER. 8 VACUUM PURGE TANK 9 DIMENSIONS ARE SUBJECT TO CHANGE WITH OUT NOTICE (NON- PRESSURE RETAINING COMPONENTS ONLY) 10. THREADS OF ALL FITTINGS TO BE COATED WITH COMPOUND SUITABLE FOR USE WITH LP GAS. 11. FLOAT GAUGE TO BE INSTALLED WITH FLOAT ARM 45 ° OFF LONGITUDINAL CENTERLINE OF TANK. 12. DOUBLE LIFTING LUGS ON LONG RISER TANKS ONLY GENERAL SPECIFICATIONS WATER CAPACITY (GALLONS) ALLOWABLE WORKING PRESSURE (PSIG) JOINT EFFICIENCY. ASME UW.51 LONG SEAM ASME UW.52 HEAD TO SHELL HYDROSTATIC TEST PRESSURE (PSIG) SURFACE AREA (50. FT ) RELIEF VALVE SETTIJG (PSIG) RELIEF DISCHARGE RATE - (GPM RECTO ) CODE: ASME SECTION VIII DIV. I STANDARDS. UNDERWRITERS LABORATORIES INC 1000 250 100 . 80 S: 325 172 250 1098 M1H -5127 NF PA 58 LP GAS CODE MATERIAL SPECS COUPLINGS SA -105 TANK FLANGES SA -405 ADAPTOR SA.105 REVERSED 06001,07113 LUGS 5 5.00 PIPE - SA538 OR SA t0613 CORRECTED OUTAGE 2129515140TH CIIANOEL GRTNJI4D 14ETH00 CORRECTED 021 OF ANODE ATTACH 7724'00 4112:01 5/14;01 1000 W.G. UNDERGROUND PROPANE TANK- TYPE- AWT -UG NEW NAMEPLATE 5 G405.100 10.19:01 REV1SED LEGS & MOVED -8- 9001050 FILL 0102 7047071+5 102281 12/19'OI CORRECTED 41400 -1- TO TAD SHELLS REVISED 1201.11 PRESSURE TO 250 PSI 051811.0004E LUGS 40000 NLAPLOO.S 4/1571°^ 8711'0: 9.'3+02 REP05LtIONEO 54/1.1.0120 PETAL 10118.'02 AMERICAN WELDING & TANK HARSCO CORPORATION GAS & FLUID CONTROL GROUP 0 +1 / 03 / 00 RAC 1... CDH 24 R -- 1000f.IW 4111,107112 613 41. E.. 00(P• 3tr-e N. Mi rni, FL 3316 305. :Jo 5 Address 10- SCALE: 1" =30' 1-0e0 Run /bbl N I= s 2/ )3>7 61.11e 'S FEB 2 3 2010 BY: .u"'."w'm1. :8O' R &FM .. , ,,,,, ,t,sneemnas, - tih 6+ IMP ' _ "— R .Ll' 0.55' CONC. 25.65' 24.50' 0 OAK 02' H=±50' RES. 1051 I— S1Y.CBS F.F.E. =10.47' ►.e;i• : UNDi:RCONSTRCi10N 13.70' 13.30' IJ 4.35' 4.1 w cc°n►, 9, 5' ° n _ 14.75' OAK H=±l0' S = ±100' -50'R /W BY PLAT P Fl 5 SDWK pw /M 162.72'R .+ 162.54'FM �J %,- -- if GRa55---- ._._.I 1 .,._ -C /L NE 93rd STREET -e j. f- 16.5' ASPHALT PAVEMENT 1 1.46M4 U /000 #Tao" 4/0 u,t! /ev 6/10a& 01° % 40-S Gfva `.? a 14,16-4 %I-aa WO.cA. t.v /ic G e NOTES: r=te 1) BENCHMARK USED MIAMI —DADE COUNTY # B -62 ELEVA'I7.ON 8.7' EtE -- j 2) INDICATES EXISTING ELEVATIONS NGVD 1929. =Z'd NGVD OF 1929 10th COURT AS PER PLAT z 5D'R%W BY PI 90178-1.69-90£ u6isen a ,Rn 54-162 ` � � Intake to direc. t - '------ v appliance_ yy� � a Central A/C compressor - 10111min (source of Ignition) (Not. r, 1) a For units, 1 It = 0.3048 n LIQUEFIED PETROLEUM GAS (x)DE CO 1011(min) fl (Note 1) min) 2 ate, 10 ft It (min) `p v U. 25 fl -- -(min) (Note 3) _y Window ;sir conditioner (source of Ignition) t10 N (min) (Note 1)� Crawl space opening, .\window, or exhaust tan 10 It (min) 25 f1(ndr ) 96 Under jam 1 a 5 (1 - (...• (Note 2) Nearest line of adjoining property Ihal can be built upon '`ma /' (Note :4 Note 1: Regardless of its s ze, any ASME container filled on site must be located so the l the filUng connection and fixed maximum liquid level gaug a are al least 10 II from any external source of ignition e.g., open flame, window A/C, compressor), Intake to dire at- vented gas appliance, or intake to a mechanical ventilation system. Refer to 6.3.9. Note 2: Refer to 6.3.9, Note 3: This.distan:e may be reduced to no less than 10 ft for a single container of 1200 gal (4.5 m3) water capacity or less, provided such container is al least 26 ft from any other LP -Gas container of more than 125 gal (0.5 m3) water capacity. Refer to 6.3.3. FIGURE I.I (b) Abo%aground ASME Containers. (This frgi/re fir illuslrwlive purposes only; code shall govern.) Crawl space opening 1 Central NC compressor (source of ignition) Intake to direct- ,. l � ven�appliance�� 1011(min) (Not `) "o c• ' 1011(min) 10 I1 (min) (Note 1) Note 1 4,--10 II (min) Jr" (Note 2) " Crawl space open ng, . I window, or exhaust tan °!'�809d1 1011(min) -!0.6,9 41 (Note 2) Wtnrlow air coalitioner nation (so, I of ig /. Note 1: The relief valve, Filling connection, and liquid fixer) maximum level Nearest line of adjoining gauge vent connection at the conlainer must be at least 1011 from any exterior properly that can be ignition, operings into direct -vant appliances, or mechanical built upon ventilation air intakes. Fleler to 8.3.2. -'' . Note 2: No part of an underground container shall be less than 10 ft from an For SI units, 1 It = 0.3048 r .r important building or line of adjoining properly that can be built upon. Refer lo 8.3.2. FIGURE I.I (c) Undcg n'onnd ASME Containers. (77ds figure for, illustrative puryioses only; code shall govern.) 2004 Edition THIS VESSEL IS DESIGNED FOR THE STORAGE OF LIQUEFIED PETROLEUM GAS ONLY 192 40 1/2 I. SLOTTED HOLE CENTERED OVER RELIEF VALVE 151 30 TOP VIEW (R - 1000MW) H2N / ASP 3/16 TY CENTER CIRCUMFERENTIAL WELD SEAM FITTING LAYOUT r1 f-181, NAT'L BO. SERIAL No. CERTIFIED BY: AMERICAN WELDING &TANK • HARSCO CORPORATION GAS B FLUID CONTROL GROUP JE5UP OEORGIA•BLOO1FIEL0, IOWA. SALT LAKE OTY. UTA/1•FRELIONTI Or50 U MAX. ALLOW WORKING PRESS 1 250 1.51 AT MOMT -20 PF AT ®' P51 �--•- PLANT NO 1 I EEO of , SERIAL NO Ara LENGTH HEAD THK. UI JOE GRI,UNU T' PE 1' 197 2(12 AY.T -UG IN IN LISTED CONTAINER ASSEMBLY FOR LP GAS 695A YEAR BUILT OUTSIDE DIA. SHELL THK SURFACE HEAD D.R WATER CAPACITY 1 20 I41 23n 172 HEMI 1 11Ah7 1 IN IN SO FT GALS THIS CONTAINER SHALL NOT CONTAIN A PRODUCT HAVING A VAPOR PRESSURE IN EXCESS OF 215 PSI AT 100-F. DIP TUBE LENGTH•894. FULL la 50 DEG F 02217,94 DATA PLATE DETAIL 16 O.D. S B 11.. /PCS 5T09 I Me �r«".4rrl 14 GA COLLAR 12'X31R'SLOT CHECK -LOX �1 b 14 GA. DOME COLLAR 1/4 FLOAT -15 7G 3/4 EVAC TUBE -76n 121 SIDE ELEVATION 75 15- . TYP 3/16 3/4" 0 HOLES (4) PLACES 19 1/4 LONG. \ / WELD 'ice 16� SEAMS END VIEW Orr 512E TYPE FITTINGS 242 2 112 nv P•a f• .0840 80 314 .8114 A 1.04 /21/0 RE00 081/5RV 08475RV 75913U S)HERWOOD W20115A PVIOSSA P'/5/ 39 SERVICE MARK 0113 DESCRIPIIOII D ::G 113 L1LA11VALVE LIULTIVALVE C11EK•LOK 3/4 21/22 „4 I/0 SCSI 40 PIPE (TOE \M SOCKET YfELD FL17 4.90175 '7,0• 00lit.+ 1008/8 /150 4 1 5211 110,1 04 XV 2 3 4 SHELL. 0 235' X 75 3'4. 21 128 1/4• . 5,155 HEAD5 . 40 112' I 0 11 0 202' • H5I.11 54414C 4 2 LIFTING LUGS r A. LEGS. 114' X 2 431 DOME. 2 PIECE.1e14a3ED SNAP•LOCK CUPS BRASS TUBE 01.0 884. 18.0i 915.E 7•8 WIN ANODE ATTAOHLIENTIRODUD 0.5h n, 0.2 D.2 0.5 D 28.'9.30 0 7 DATA PLATE . 1000 GAL . U'0 S1 DESCRIPTM5I DATE GENERAL NOTES: 1 LIFTING LUGS DESIGNED FOR TOTAL LIFTI4G WEIGHT OF 27(55' 2 TOTAL EMPTY WEIGHT 15 1794# 3 ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED 4 COMPLETE TANK DRIED TO REMOVE ALL MOISTURE 5. NOTE DELETED 8. EXTERIOR OF TANK TO BE GRIT BLASTED. 7. PAINT PER SHOP ORDER. 8 VACUUM PURGE TANK 9 DIMENSIONS ARE SUBJECT TO CHANGE WITH OUT NOTICE (NON - PRESSURE RETAINING COMPONENTS ONLY) 10. THREADS OF ALL FITTINGS MBE COATED WITH COMPOUND SUITABLE FOR USE WITH LP GAS. 11. FLOAT GAUGE TO BE INSTALLED WITH FLOAT ARM 45 OFF LONGITUDINAL CENTERLINE OF TANK. 12 DOUBLE LIFTING LUGS ON LONG RISER TANKS ONLY GENERAL SPECIFICATIONS WATER CAPACITY (GALLONS) - ALLOWABLE WORKING PRESSURE (PSIG) 1000 250 JOINT EFFICIENCY. ASME UW51 LONG SEAM 100 % ASME UW-S2 HEAD TO SHELL B0% HYDROSTATIC TEST PRESSURE (PSIG) 325 SURFACE AREA (50. FT ) 172 RELIEF VALVE SETTING (PSIG) 250 RELIEF DISCHARGE RATE - (CFM RECTO ) 1096 CODE: ASME SECTION VIII DIV. I STANDARDS. UNDERWRITERS LABORATORIES INC MH-5T27 NFPA 58 LP GAS COOE MATERIAL SPECS ' COUPLINGS SA -105 TANK FLANGES 54.105 ADAPTOR SA:105 14 CDR REVERSED GROUHDR13 LUGS 15- 18 17 I8 19 20 COH CORRECTED OUTAGE TUBE 2EI/GTH 010 CIIAIIGEU GRTAJNO 1.1ET1(00 CDR CD14 CON CDR CORRECTED 021 OF A2/013E ATTACH NEW NAMEPLATE 5 CHEK•LOK REVISED LEGS n LIOVEO'B' REVISE0 FILL P1P2 /EI407110 5 5.00 7/24,00 4717.01 5/14101 10.11'01 10.2^81 12/19'01 PIPE - SAS36 OR 5A1068 1000 W.G. UNDERGROUND PROPANE TANK- TYPE- AWT -UG 21 23 24 CDH CDR CDR CDH CORRECTED 1.12RK -r TO MO SHELLS REVISED MLR PRE55URE TO 250751 OSL8100 DOME lUIIS 402£0 SIAPtOOS REPO51110NEO 4142/ LOCK DETAS. 4/15'52 8/13102 1'3/02 11118103 AMERICAN WELDING & TANK HARSCO CORPORATION GAS & FLUID CONTROL GROUP. 01/03/00 RAC CDH 24 R - 1000M'.'N Permit Number: EL- 1 -10 -66 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 to inspection Number: INSP - 166456 Inspection Date: November 08, 2011 Inspector: Devaney, Michael Owner. LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Generator Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments ELECTRIC FOR GENERATOR SYSTEM Passed Inspector Comments 6- to /4° 0/ l l'42X 7/ 5-6(4 gA- , r e �z ,-TC�i� Vin e_ �i (fr'g G-., �� 'T "2 IxV Cc" - i//7 / L 5/ A% ``°51f 5 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid until g /2°,71 tl/ November 08, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 133536 Permit Number: EL- 1 -10 -66 Scheduled Inspection Date: March 22, 2010 Inspector: Devaney, Michael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: KLM OF SOUTH FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Generator Phone Number Parcel Number 1132050150090 Phone: (305)232 -1114 Building Department Comments ELECTRIC FOR GENERATOR SYSTEM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments °P va ay �eP� r' pf-L lam' / , CG 2C5 March 19, 2010 For Inspections please call: (305)762 -4949 Page 2 of 26 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Owner Information Expiration: 08/28/2010 Address 1132050150090 Block: Lot: BRIAN & STACEY LEVY Phone Cell BRIAN & STACEY LEVY 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) KLM OF SOUTH FLORIDA INC Phone CeII Phone (305)232 -1114 Valuation: Total Sq Feet: $ 5,000.00 0 Type of Work: ELECTRICAL Additional Info: GENERATOR Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $600.00 $3.00 $4.00 $611.00 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -1 -10 -36825 03/18/2010 Credit Card $ 611.00 $ 0.00 Available Inspections: Inspection Type: Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 18, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 18, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 Permit No. E..\ 10 -(4 BUILDING PERMIT APPLICATION FBC 200'1 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) Owner's Address I 0c l f V City 'M�r� 1 State Imommir it JAN 1 4 2010 BY- Master Permit No.e) 9-2./a Phone #6115 - q(4- 105i Tenant/Lessee Name Email Zip '323 /3e Phone # Job Address (where the work is being done) IDS \ i V €. °F City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated Contractor's Company Name Contractor's Address City M l State '1 \ Zip �� I S 7 Qualifier Name Z Q v v\ o s S Phone # ' o CI 2 32^ ((( k( State Certificate or Registration No. 9-36-00O/62_ Certificate of Competency No. rS L1,- Z 2, Z --1 l l 4 E -mail YES NO .W1 %.CN \P tc,< Flood Zone Phone # v 5 Z �L� \ 1 Contact Phone Architect/Engineer's Name (if applicable) Phone # e4 EI,Pejtrt - Square / Linear Footage Of Work: Value of Work For this Permit $ ` W-)06) Type of Work: ❑Addition Describe Work: ❑Alteration ❑ Repair/Replace ❑ Demolition ******** ** * * * * * * * * * * * * * * * * * *** * * * * * * * ** Fees*****:******* ** * * * * * * * * * * * * * * * *** * * * * * * * * * ** Permit Fee $ �® � CCF $ 500 CO /CC $ Submittal Fee $ Notary $ Scanning $ 3-00 Double Fee $ Training/Education Fee $ Radon $ DPBR $ Violation date: Technology Fee $ 4'00 Bond $ Structural Review. $ Total Fee Now Due $ (Olt oo See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comma ed prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construe ion in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work willbe done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must Ipromise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded no = o ommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ei In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature Signature Owner or Agent e foregoing instrument was acknowledged before me this The foregoing instrume i t was acknowledg before m ay of ,20_,by , day of 14 ,2 Contractor by ho is personally known to me or who has produced " L who is p _rsonally known to me or who has produced As identification and who did take an oath. OTARY PUBLIC: Sign: Print: y Commission Expires: entification and who did take an oath. N 1 TARY PUBLIC: Sign: Print: My Commission Expires: oM �s��Je�a4 nap1., ,P 01101■ �!' PROVED BY � Plans Examiner Engineer Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked MIAMI-LADE-COUNTY TAX CO:ECT# FI.AGLER ST. 1st FAR MIAMI, FL 33t30 RECEIPT NO. BUSINESS NAME/ LOCATION KLM Of SOUTH FLORIDA INC' 11300 SW 175 ST OWNER :KLM OF SOUTH FLORIDA INC MUM IPAL A)i REST aafAMltE iOUNTY -STATEOF FLORIDA = PURSUANT TO COUNTY CORE SEC,1 O 24 EXPIRE SE{P�T. 30, 2010 14OT A Bili3E 0 Y 30-3038908 SEE BACK Of RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register In the city where-work is to be done. PAYMENT RC-CEIVED - - "' 1 ` I2 19 02300034001 000200.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT-HOLDER `MAY DO BUSINESS -AS A CONTRACTOR , AS SPECIFIEI»IEREON. ELECTRICAL CONTRACTOR DO NOT FORWARD KLM''OF SOUTH FLORIDA INC KEITH MOSS PRES 11300 SW 175 ST MIAMI FL 33157 _ 119111ii1111ii1hhhh .1>1i11i1.i .Aid11AA.A I THIS — DOE Hose.' exams • COUNTY" O erne . Doss rr' T MOt.0EAOStA Y OTHER PERMIT 9 E REOUIREOW:r.AW. THIS IS Mt A L #r1t A .0P_ THE HOLD R'S"D l cA- 'EOM 1+AYMENTR ED ._ 230# 3.4002 00075.00 SEE OTHER SIDE QUALIFYING TRADE(S) 0001 ELECTRICAL HenNNo Gonzalez P.E. 14.1."C/12 Q, Secretary of the Board "g'"")c MIarni-Dade County retains at property rights herein. DO NOT FORWARD KLM OF SOUTH FLORIDA_ INC KEITH MOSS PRES 11300 SW 175 ST MIAMI FL 33157 Iii11iifil . A13 .1t1,if1i.r11i1i1+>,iLillttll .11.13 1 C QB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 93E000'152 K L M OF Sam FLORIDA D.B.A. i-ru r it lktf2S it IF Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 O / \1;.' \,L-r 6k m- Inspection Number: INSP- 140430 Permit Number: PL -12 -09 -2116 Scheduled Inspection Date: January 03, 2011 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBURBAN PROPANE Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132050150090 Phone: 305 -891 -8393 Building Department Comments SET TANK FOR GENERATOR INTO EXISISTING GAS LINE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 132329. PARTIAL ROUGH INSIDE AND OUTSIDE OK. RH December 30, 2010 For Inspections please call: (305)762 -4949 Page 3 of 11 6GASI Check® Safag mdmg you and your propane system Account ;\ Name \ Address City, State, Zip OA F: Telephone: Office -1- 5 L Residential Gas Appliance Syste eck AZUAl� A Company/Location Call Date Date GAS Check® Requested Caii- Thker's Name Instructions PERFORMANCE CHECK: ITEM Central Heating .1 Room Heater 2 Water Heater 3 Range 4 Clothes Dryer 5 6 Manufattuurer °" Model No. Serial No. Fuel BTU Rating Manual Shut -off (InstalledIEdstlrtg) Sediment Trap (Installed/Existing) Control Mfr./Model No. Pilo ( s) /Pilot Safety System Ignition System(s): Mfr./Model No. Thermostats: Mfr./Model No. Bumer(s)/Combustion Chamber Venting System/Draft Diverter Combustion Air Red Tag (removed from seNice)!Recail TANKICYLINDER (Additional Serial Numbers): SIZE SERIAL NUMBER MFR. MFR. DATE LAST TEST DATE LOCATION CONDITION OF: RELIEF VALVE FITTINGS LEAK TEST TANK PAINT PIGTAIL FITTINGS GAUGE COND. DATE CAP it ODCA 7,9iti 7 vio ; c'o 1 2� P ?z(r 0 4.1 IS oK 0 v- o k ok 4c tfi ke 0 k PIPING/REGULATOR OPERATIONICONDITION SINGLE STAGE PIPING REGULATOR MFR. DATE (CODE) MFR' REGULATOR CONDITION MODEL REG. VENT POSITION HOW PROTECTED FLOW PRESSURE LOCK -UP PRESSURE MATERAL SIZE IN WC IN WC TtNO STAGE 1st 'p .. alp 1 t � 5:0 k r 5_,5-j ,t (Z140/ NIy 0. a=` ,� tazOA t. PSIG PSIG 2nd C� # 56i� 8`- Q A'��L�1/ a�-r1 IN WC IN WC SYSTEM LEAK TEST Comments SINGLE STAGE/ INTEGRAU SECOND STATE START PRESSURE END PRESSURE TIME HELD SYSTEM OK (INCHES WC) (INCHES WC) TWO STAGE 1st 2►nt fle rt/ ytt I Aer c K This inspection cpvprs (propane/LP -gas) Items and equipment visible and accessible to the service technician and represents the conditions existing on the date of inspection. It does not cover latent or manufacturing detcts, the internal working of sealed equipment, or structural components, and cannot be construed to mar future orunforeseen happenings. • Know how to tum • Have smelled p • Have received th • Had gas system d • Am satisfied with th (Please print name) case of emergency. detect its odor. information and material. r corrections, If any, dearly explained to rne. rformed. (Customer's Signature) ��v V are r'e - L t'3atl, 5 (please print name) certify that I have completed the System Check as prescribed. Performed Odor Test Performed Leak/Pressure Test Placed Safety Decal Left,.. nsumer Safety Information and Material O Yes CPYer- O Yes O Yes (Service Technician's Signature) ®NPGA 1998 #5610 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 lc ASA Inspection Number: INSP- 132327 Permit Number: PL -12 -09 -2116 Scheduled Inspection Date: March 19, 2010 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBURBAN PROPANE Permit Type: Plumbing - Residential Inspection Type: Press Test Work Classification: Gas Phone Number Parcel Number 1132050150090 Phone: 305 - 891 -8393 Building Department Comments SET TANK FOR GENERATOR INTO EXISISTING GAS LINE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PI4 March 18, 2010 For Inspections please call: (305)762 -4949 Page 3 of 7 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Expiration: 08/28/2010 1051 93 Street MIAMI SHORES FL 33138 -2938 Contractor(s) SUBURBAN PROPANE Phone 305 -891 -8393 Cell Phone Valuation: Total Sq Feet: Type of Work: PLUMBING Type of Piping: GAS LINE & GAS TANK Additional Info: GENERATOR Bond Return : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $225.00 $3.00 $2.40 $232.80 Pay Date Pay Type Amt Paid Amt Due Invoice # PL -12 -09 -36721 03/18/2010 Credit Card $ 232.80 $ 0.00 $ 3,000.00 0 Available Inspections: Inspection Type: Final Press Test ROW 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 18, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 18, 2010 1 Miami Shores Village L 3 � � �,� � 0 2009 1, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Q Y: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) V‘ Owner's Address /06/ ) /a ' S $ City %%% //;/?7i gi //"'s State Tenant/Lessee Name E -MAIL: Master Permit No. Phone# 3j ®g — gr(q -/607 iz Zip Phone # Job Address (where the work is being done) /667 f3 s)- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically' Designated YES NO Contractor's Company Name 04,04/3'+) » /'4Ale Phone # 3 ®S .I'f/r 2 ' S3 Contractor's Address Jief /A. /a Ay e> mss gy City %/. 01 //1-71 State Zip 3/ P ( Qualifier Name goGf/ f o'/ne. Phone #(3 ) Ff / °r3 g3 State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Se4 ((r�ttaNtv?,�1 Alteration Square / Linear Footage Of Work: :New D Repair /Replace ❑ Demolition /ps •4/4,e /3/ 5' O*; * * ** * *** *, *,rx, *** ** * **** ** ** * *** * *** *Feesi* *x * *x,t *, gar * ** * ** ** *** * ********* * ***** *** CCF $ - C, CC Submittal Fee $ Permit Fee $ Notar?y.$ Training /Education Fee $ �- 1 Technology Fee $ Scanning $ `DO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a' See Reverse side –+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construdtion in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARI`fINC TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice tq Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pfoperty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the arst inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur I Own -r or Agent The fore going instrument was acknowledged before me this day of who • Signature Contractor The foregoing instrument was acknowledged before a this Al GS, by SMC eI Leaf day of oCLL, by Ill1/Qn to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did NOT ' Y ' : LIC: Sign. Print: My Com iss NOTARY IC: Sign: Print: My Com *****xdo**** ** * * ** * * * * *** * ** * * * * ** *** " EN MARTINEZ t tes Iotary Public - State of Florida �'- L`ommission 948 AZto- B Through National fV Bp Y . APPLIC TION APPROV I� (Revised 1 0 :/06) Plans Examiner Engineer Zoning A C ORD,. CERTIFICATE OF LIABILITY INSURANCE 02 /24/ M/DD/YYYY) 02/24/2009 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARSH USA, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 44 ROAD P BOX 1966 O BOX 1966 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MORRISTOWN, NJ 07962 Attn: Morristown .Certrequest @Marsh.com Fax 212- 948 -0979 J08990- ALL - CAS- 09 -10_ ___ CLIE INSURED SUBURBAN PROPANE PARTNERS, L.P. 1 SUBURBAN PLAZA P.O. BOX 206 WHIPPANY, NJ 07981 COVERAGES INSURERS AFFORDING COVERAGE INSURER A: Liberty Mutual Fire Insurance Company NAIC # INSURER B: Liberty Insurance .Corporation 42404 INSURER C: INSURER D: INSURER E: - 003146403 -09 MIAMI SLDRES VILLAGE BJJDG DEP. 10050 NE 2nd Ave MIAML SHORES, FL 33138 ACORD 25 (2001 108) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS � /,ORS REPRESENTATIVES. oflie aI IE IIRc ENTAmE ./1nw., VI6 '444,, ^,.' Mary Radaszewski �'�'"" o ACORD CORPORATION 19813 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN INSR ADD'L REDUCED BY PAID CLAIMS. LTR MSRL TYPE OF INSURANCE GENERAL LIABILITY POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MOONY) LIMITS A X COMMERCIAL GENERAL LIABILITY TB2- 631 - 507975 -039 03/01/09 03/01/10 EACH OCCURRENCE $ ZOO/WOO PR MI ES Ea o curence) 250,00( CLAIMS MADE 1 X I OCCUR $ MED EXP (Any one person) $ 10,000 GENERAL PERSONAL & ADV INJUR r $ 2,000,000 AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY n JE Q n LOC PRODUCTS - COMP/OP AGC $ 2,000,000 A AUTOMOBILE X X X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS AS2- 631- 507975 -049 03/01/09 03/01/10 COMBINED SINGLE LIMIT (Ea accident) $ 2,000,00C BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC 1 AUTO ONLY: AGO $ EXCESS/UMBRELLA OCCUR LIABILITY CLAIMS MADE ,r, EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ S WOR (ER COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WA7 -63D- 507975 -019 (ADS) WC7- 631 - 507975 -029 (OR) 03/01/09 03/01/09 03/01/10 03/01/10 X WC STATU- TORY i IMLTS °R. FR $ 1,000,000 B Et EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ 1,000,000 ..L DISEASE - POLICY LIMIT $ 1,000,000 OTHER '1 DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: SUBURBAN PROPANE LIC #01196 • I•CDTICl/• Al I Ina mt.,. - 003146403 -09 MIAMI SLDRES VILLAGE BJJDG DEP. 10050 NE 2nd Ave MIAML SHORES, FL 33138 ACORD 25 (2001 108) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS � /,ORS REPRESENTATIVES. oflie aI IE IIRc ENTAmE ./1nw., VI6 '444,, ^,.' Mary Radaszewski �'�'"" o ACORD CORPORATION 19813 POST LICENSE CONSPICUOUSLY State of Florida Department of Agriculture and Consumer Services Division ;if Standards Bureau of Liquefied Petroleum Gas Inspection (850) 921 -8001 Tallahassee, Florida License Number: Expiration Date: Date of Issue: License Fee: Type and Class: Liquefied Petroleum Gas License CATEGORY I LP GAS DEALER GOOD FOR ONE LOCATION ONLY ANY CHANGE OF OWNERSHIP OR SALE OF THIS BUSINESS RENDERS THIS LICENSE INVALID This license is issued under authority of Section 527.02, Florida Statutes, to: SUBURBAN PROPANE, LP 1491 NE 130TH ST NORTH MIAMI, FL 331 61- 4497 01196 August 31, 2010 September 1, 2009 $425.00 0601 HARLES H. BRONS COMMISSIONER OF AGRICULTURE State of Florida Department of Agricuih. °9 and Consumer Services Division of Standards Bureau of Liquefied Petroleum Gas (850) 921 -8001 Tallahassee, Florida Certificate No: Exam Date: Issue Date: Expiration Date: Exam: MASTER QUALIFIER CERTIFICATE This Certificate is issued under authority of Section 527.02, Florida Statutes, to: SULLIVAN C. PALERMO JR. Valid For License Number: 01196 SUBURBAN PROPANE, LP 1491 NE 130Th ST NORTH MIAMI, FL 33161 -4497 16037 December 14, 1982 March 22, 2008 March 21, 2011 0601 HARLES H. BRONSury COMMISSIONER OF AGRICULTURE 9031 *b SINE ME/LOck116 N' '. SUBURBAN PROP,AtNE 1491 NE 130'S 161 NORTH MIAMI"; ER SUBURBAN PROPANE :1 AeofBusiness DEALER /DISTR /INSTALLATXON IS ONLY A LOCAL Alf RECEIPT. R' - ro ; TO OR, DO NOT FORWARD SEE OTHER SIDE SUBURBAN PROPANE 1491 NE 130 ST N MIAMI FL 33161 t 111iltlnIIII HAIII,l1r1,11iWIl ltl lhuh111111I1 llil Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 132329 Permit Number: PL -12 -09 -2116 Scheduled Inspection Date: April 08, 2010 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBURBAN PROPANE Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132050150090 Phone: 305 - 891 -8393 Building Department Comments SET TANK FOR GENERATOR INTO EXISISTING GAS LINE Passed Est Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PA14:11A Pe9Edle# —47'C' 4-32- t i — <//q/'; April 07, 2010 For Inspections please call: (305)762 -4949 Page 5 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 138739 Permit Number: PL -12 -09 -2116 Scheduled Inspection Date: March 24, 2010 Inspector: Hernandez, Rafael Owner: LEVY, BRIAN & STACEY Job Address: 1051 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUBURBAN PROPANE Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Gas Phone Number Parcel Number 1132050150090 Phone: 305 - 891 -8393 Building Department Comments SET TANK FOR GENERATOR INTO EXISISTING GAS LINE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections, can be scheduled until re- inspection fee is paid. 3/7,4/0. frkk 1"` March 23, 2010 lot For Inspections please call: (305)762 -4949 Page 17 of 20 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 1051 93 Street Miami Shores, FL 33138- Parcel Number Expiration: 08/28/2010 Applicant Owner Information BRIAN & STACEY LEVY Address Phone Cell 1051 93 Street MIAMI SHORES FL 33138 -2938 Valuation: Total Sq Feet: $ 1,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: SLAB FOR GENERATOR Bond Retum : Additional Info: CONCRETE Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.80 $0.20 $100.00 $3.00 $0.80 $104.60 Pay Date Pay Type Invoice # DS -1 -10 -36903 03/18/2010 Credit Card Amt Paid Amt Due $ 104.60 $ 0.00 Available Inspections: Inspection Type: Final Sidewalk Landscaping Foundation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 18, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 18, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fe. S pie Tit1 older) •s� '. /4":477, Permit No. Master Permit No. aerlaRrj- p)2ECIEICVM MI FEB 0 9 2010 BY... a ry .°omos DS1 0 "' 2Lk Phone # qs-q- aS4 Zip Tenant/Lesse Nnam. Phone # Email [ '� 1 Job Address (where the work is being done) /057 7 k q, 6-T. City Mia ' Shores Villa e FOLIO / PARCEL # // • _ , �� , Off ' /.. 0 Is Building Historically Designated YES NO Contractor's Company Name COO Phone # County Mi : „' -Dade zip Flood Zone Contractor's Address City State Zip Qualifier Name Phone # State Certificate or I7.egistration No. Certificate of Competency No. 'Contact Phone E-mail Architect/Engineer'a Name (if applicable) 6 d \tap Phone Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition DAlteration ONew ❑ Repair/Replace ❑ Demolition Describe Work0 4ie OP OQ * * * * ** * * * * * * * * * * * * * * * **** * * * *** r * ** * * ** Fees*******, u** ** * * * * ** ** *** * ** * * * ** * ** ** * * * ** r ** Permit Fee $ Submittal Fee $ if CCF $ 0 4120 CO/CC .$ Notary $ Training/Education Fee $ GAO Technology Fee $ 0 °I Scanning $ ° .A) Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 0400 . See Reverse side —> alnding Company's Name (if applicable) Blinding Company's Address City State Zip Mc 4&p co rtgage Lender's Name (if applicable) rtgage Lender's Address State Zip lication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has enced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating traction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, LLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC ER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all licable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF IVIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." o1'ce to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site fir the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the ins ection will not b approved and a reinspection fee will be charged.. Stg ature 1 4 � L. / L/i �ti Signature Own =r or Agent _w Contractor Th foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this day of ,20 IQ by 51 , day of , 20 _, by who is personally known to me or who has produced Cl.-- ID who is personally known to me or-who has produced As identification and who did take an oath. as identification and who did take an oath. TARY PUBLIC: Vie,„ NOTARY PUBLIC: Si 40: rod ®a' . • s Sign: 7 .'� O a;:� .. t:. = m -c °' -12... `� = Print: °' r . o C ^s C# �A .,tea— c **- ti;fir. 4 ' *fir* ** * **** *** **** * *** * ** *,r,� **** *�r*********1(414W********* , `*** *,x****x * ** * *** *** * ****** ** ***** **** ******** ** O". Pv • Plans Examiner Zoning P' 1v 1y,Commission Expires: My Commission Expires: ROVED BY (Rev sed 07 /10 /07)(Revised 06/10/2009) _ Engineer Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAMES y ' _ DATE ' � ADDRESS: I G I n • 11 i In, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, !further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation Of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licerwect contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential finandel risk by hiring a licensed contractor and having the permit filed in his or her name Instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. if a building or residence that I have built or substantially improved myself is sold or teased within 1 year after the construction is complete, the law will presume that I bujttsor substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsrte supervision of the construction. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner: builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being. done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. initial O I® 10. I understand that I may obtain more information regarding my obligations' as an employer from the internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. 1 also understand that 1 may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or httrx/Avvmsnvfloridalicense.com/dbor/pro/cilb/index.html initial 11. I am aware of, and consent to; an owner -build r building permit applied for in my name and understands that I am the party I ally a d fine . cially pons b e for the prop . nstruction activity at the following address: e,,S RI 0% initial 21) 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform 'on that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm Is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this "I day of By ' who was personally_known to me or who has Produced there License or (21,--° a as identification. OWNER NOTARY February 8, 2010 Mr. Norman Remais International Construction Associates, Inc. 18800 N.E. 29th Avenue, Suite 718 Aventura, Florida 33180 Re: Termination of Agreement for Levy Remodel Dear Norman: It has become apparent that you are unable to complete the addition and remodel of our home in compliance with the terms of the Agreement entered into on December 16, 2008. The issues that have arisen during construction are too numerous to catalogue. However, by way of example, the following issues highlight the need to terminate the Agreement so that we can insure completion of the project in the near future: 1 Inability to complete job for agreed upon contract amount 2 Inability to complete work in a competent fashion (roof leaks, broken window. stucco cracking, truss isssues, etc.) 3 Inability to follow designated construction plans and coordinate issues, concerns, changes with engineers and architects, causing job delays and additional costs of construction 4 Inability to coordinate work efforts with owner's designated representatives on job site and in meetings, causing job delays 5 Failure to disclose /communicate potential problems or issues with construction progress, causing unnecessary change orders and job delays 6 Request for additional $75,000 - $100,000 in order to complete construction 7 Charging excessively high amounts on submitted change orders The attempts at sabotage, constant delays, issues with required inspections, issues with workmanship, and requests for additional funds establish a pattern of inability and unwillingness to complete the project as originally contracted. Therefore, we have no choice but to terminate you from the job for failure to comply with the Agreement. Our calculations indicate that you have been paid in excess $15,000 more than the value of the work comp. .ted (including profit to you for that work). We are willing to forgo return of those funds in exchange for an orderly transition of this project from you to us, or to another contractor of our choosing, including the execution of the attached mutual release. 4 BUILDING PERMIT FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit', Owner's Nam Owner's Address City rp Tenant/Lessee Nam Email G ROOFING. olde l� 58 Job Address (where the work is being done City Miaani Shores Village FOLIO / PARCEL 1# Is Building Historically Designated Contractor's Company Na Contractor's Address City Qualifier Name State Certificate or Registration No. 051 I Zip gin / lood Zone �/ 1 c S 'Contact Phone State Zip Phone # E- mail' Certificate of Competency No. Architect/Engineer's Name (if applicable V'i'f-ex._o Value of Work For 'this Permit $ r Type of Work: Describe Work: Addition l Phone # J LV ( VO J Square / Linear Footage Of Work: ['Alteration ❑New ❑ Repair/Replace ❑ Demolition 9 —erti-eatIOR, Submittal Fee $ Notary $ Scanning $ Double Fee $ CCF $ CO /CC.$ 1' Training/Education Fee $ Technology Fee $ Radon $ DPB'tt$ Bond $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -+ I onding Company's Name (if applicable) *Aiding, Company's Address City State Zip M rtgage Lender's.Name (if applicable) M age Lender's Address State Zip `tp co c4 w lication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has enced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating truction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, LLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC ER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all 7ap�Wplliicable laws regulating construction and zoning. 4` I'�?VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CORDING YOUR NOTICE OF COMMENCEMENT." 11?ptice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for he first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the i, ection will not be approved and a reinspection fee will be charged.. S gnature — oi 3 0ze or Age d.® Contractor Tie foregoing instrument was acknowledged bre me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by whc is personally known to me or who has produced who is personally known to me or-who has produced As identification ands° b 11dlk / oath. a�‘a ......* .. s"^ v '' . 6c> s Signature NO ARY PUBLIC: Si Pi}int: My ommission Expires: AP ROVED BY ! ` h, °O"- mob'•• es 'i'llruiu,ni l" as identification and \Ocud+i !tMte koath. NOTARY PUB L C: �.•° Je�a:•••••••. ~ . 4 Sign: Print: My Commission Expires: 10/1/11 I 1i 110 /-12 • Plans Examiner 7 (6 (Rev sed 07 /10 /07)(Revised 06/10/2009) Engineer Zoning Clerk checked