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306 NE 102 St (7)i nspection Number: INSP -16615 Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number. BP2005 -602 Permit Type: Imported Permit Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. ‘ "ca 7, 0 4 dy, i /7, - • .! 0 "401; tiA:i._4 ifon • Inspector Comments Friday, May 5, 2006 Page 1 of 2 Inspection Number: INSP -31418 Permit Number BP2005 -602 Inspection Date: 11/02/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Thursday, November 2, 2006 Inspection Worksheet , Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: to 3 cr Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Page 2 of 2 / / fr nspector Passed Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -31418 Permit Number BP2005 -602 Inspection Date: 11/02/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Thursday, November 2, 2006 Inspection Worksheet , Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: to 3 cr Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Page 2 of 2 Pending installation of 9" precast columns at rear patio. Pick up at job site, Final elevation certificate, Final survey, insulation certificate and final termite treatment letter. See attached. 10/26/06 CG. Passed Inspector Comments Failed (1 ((19 w liji Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -30667 Permit Number: BP2005 -602 Inspection Date: 10/26/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: ORONI INC Building Department Comments Thursday, October 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: PENA, JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Ranffi Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Page 1 of 2 INSULATION CERTIFICATE AIR & HEAT INSULATION INC D.B.A✓ALLSTATE INSULATORS BUILDING PERMIT NUMBER: BP2005 -602 PROJECT NAME: ADDITION AT: ADDRESS: 306 NE 102 ST, MIAMI, FL. We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): IIEI E12. Exterior Frame/Metal stud walls: (Min) Materials: Thickness: inch(es) Density: lb /ft Manufacturer 03. Exterior solid concrete walls: (Min) Materials: Thickness: inch(es) Density: lb/ft Manufacturer: 0 E15. MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON ( PARTY) walls separating different tenants are insulated as follows: FRAME /METAL STUDS walls R -11 (Min), CBS or CONCRETE walls R -3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.1 on page 6-10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in the field. 06. Above deck type Roof Insulation: Thickness: 1. Exterior CBS walls insulation: R -4.1 (Min) Materials: FI -FOIL HI PERM Thickness: inch(es) Density lb /ft Manufacturer: FI -FOIL CO. 4. Interior walls separating A/C from non -A/C spaces insulation: R -11 (Min) Materials: BATT FIBERGLASS 7. Ceiling insulation: R -30 (Min) Materials: BATT FIBERGLASS Thickness: 10" inch(es) Density lb/ft Manufacturer: CERTAINTEED 8. Others: R -30 BATT FIBERGLASS AT COVERED PATIO. Installed by: AIR & HEAT INSULATION INC D.B.A./ ALLSTATE INSULATORS Insufatton Company Name G.C./ Builder: ORONI INC. Insulation Contractor Certificate of Competency # 17735 Certified on: 01/23/06 Building Contractor Certificate of Competency # Thickness: 3 1/2" inch(es) Density: lb /ft Manufacturer CERTAINTEED (Min) Materials: inch(es) Density: lb /ft Manufacturer: Insulation recto Signature G.CJ Builder Signature Certified on: 10/16/2006 10:16 3052270797 MAGIC PEST CONTROL PAGE 01 Notice of Preventative Treatments for Termites (As ` required by Florida Building Code (FBC) 104.2.6) ()? N/ 6,vc /7✓c kom . Neff& Pe€ eogih " / KG. 3o46 N 6- to s .7.. 949A S.W. 87 Ave. Miami, FL 33174 (305) 274 -5541 Permit # Percent Concentration Address of Treatment or Lot/Block of Treatment /0/4/ o-C /2 a rn Date Time Was 7tER /i #v z. 7 Product Used Chemical used (active ingredient) 0 'EXe P/9 Area treated (square feet) Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the fmal exterior treatment, initial and date this line. '6/1/0 Authorized Sign ture ?a4 License# JB846 • 5 ' WZCP Q,_ Applicator 6S" Number of gallons applied 50 B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12015C 0093 J 03-02 -94 03-02 -94 X BUILDING OWNER'S NAME JORGE PENA AND JENNIFER PENA BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 306 NE 102" STREET CITY MIAMI PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) MIAMI SHORES BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) # ( ie - #fk - ##.W or ##.; °) TITLE PROFESSIONAL SURVEYOR & MAPPER ADDRESS 6125 STIRLING ROAD (9-A FEMA Form 81 -31, January 2003 1 tMtKUtNUY MANAlitIVILN 1 AlitNUY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION o f) Lowest adjacent (finished) grade (LAG) 9.8 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 9. 8 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h _sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION See reverse side for continuation. O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 SOURCE: ® GPS (Type): ❑ USGS Quad Map ❑ Other. 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI 1206 B2. COUNTY NAME MIAM DADE COUNTY 133. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® 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 0 No Designation Date 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. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram acr urately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V ()Mth BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments 1929 Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No o a) Top of bottom floor (including basement or enclosure) 11. 7 ft.(m) d o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o 0 o d) Attached garage (top of slab) NA. 1 ft(m) 0 o e) Lowest elevation of machinery and/or equipment w servidng the building (Describe in a Comments area) 10.0 ft.(m) 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 in Sections A, B, and C 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. CERTIFIER'S NAME CLYDE MCNEAL LICENSE NUMBER 2883 COMPANY NAME ATLANTIC COAST SURVEYING, INC. CITY STATE ZIP CODE DAVIE FL 33314 DATE TELEPHONE 10- 10-06 954 -587 -2100 Replaces all previous editions ' 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. 306 NE 102ND STREET CITY STATE ZIP CODE MIAMI FL 33168 Poky Number Company NAIC Number Machinery is NC ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 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 INVOICE # 22358 Flood determination is based soley on F.I.R.M. provided by F.E.M.A. No research was done in regards to L.O.M.RJL.O.M.A. documents. We do not accept responsibility for insurance premiums based on Elevation Certificates. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El . Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (ched( one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (cheek one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys 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, C (Items C3.h and C3.i only), 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, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: CITY DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys 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. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or Iocal 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 A0. 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 COMPUANCE/OCCUPANCY ISSUED TITLE TELEPHONE DATE - _t•(m) - _ ft(m) For Insurance Company Use: STATE ZIP CODE ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments Replaces all previous editions Issue Date: 8/9/2005 Owner's Name: JENNIFER PENA Permit Type: Imported Permit Work Classification: Addition Job Address: 306 102 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/15/2006 Contractor(s) ORONI INC Phone (305)685 -0412 Primary Contractor Yes Comments: ADDITION OF COVERED PATIO EXTEND FAMILY ROOM REMODEL OFFICE AND GARAGE Perm Type: Building Alpha Two: ADDITION Alpha Four: ADDITION AND INTERIOR REI Alpha Five: Residential Alpha Six: SINGLE FAM Pay Date: 8/9/2005 Pay Amount: 3702.2 Pay Comments: PD CK 1894 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. Fees Due Bond Type - Contractors Bond Building Fee CCF CO /CC Education Fee Radon Revision Fee Scanning Fee Structural Fee Technology Fee Total: Amount $300.00 $3,024.00 $60.00 $50.00 $20.20 $5.80 $35.00 $66.00 $100.00 $75.60 $3,736.60 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -602 Phone: 1132060135170 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 100,800.00 Truss Insp NEW CONSTRUCTION Tie Beam Bond Beam Slab Roofing Invoice Number imp -12 -05 -23091 imp -12 -05 -23097 Total: 7 AN 0 3 PAID # .89 Amt Due $3,701.60 $35.00 Amt Paid $3,701.60 3s- CC) $3,701.60 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. FORM 600A -2001 Project Name: Address: City, State: Owner: Climate Zone: 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 (ft 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AIL Interior b. N/A FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A PENA RESIDENCE Builder: J.R 306 N.E 102 STREET Permitting Office: MIAMI Permit Number: Jurisdiction Number: 232400 MIAMI, FL 33138 - B.R South Single Pane 315.0 ft 0.0 ft 0.0 ft Addition Single family 1 3 No 2191 ft Double Pane 0.0 ft 0.0 ft 0.0 ft I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY £ k ?/sfi �9 1 1_ .D DATE: � � I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: R3.0, 184.0(p) ft - R=4.2, 2500.0 ft - R =30.0, 2191.0 11 - Sup. R 6.0, 18.0 ft - 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Glass /Floor Area: 0.14 Total as -built points: 34129 Total base points: 35564 EnergyGauge® (Version: FLRCPB v3.30) 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) 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 OFFICI DATE: PASS Cap: 24.0 kBtu/hr SEER: 12.00 _ Cap: 48.0 kBtu/hr SEER: 10.00 Cap: 17.0 kBtu/hr - COP: 1.00 Cap: 60.0 gallons - EF: 0.89 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 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 2191.0 32.50 12817.4 Single, Clear W 0.0 0.0 75.0 70.53 1.00 5289.5 Single, Clear E 0.0 0.0 110.0 78.71 1.00 8658.3 Single, Clear N 0.0 0.0 90.0 36.46 1.00 3281.6 Single, Clear S 0.0 0.0 40.0 66.93 1.00 2677.0 As -Built Total: 315.0 19906.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Ext Insul, Exterior 4.2 2500.0 1.40 3500.0 Exterior 2500.0 2.70 6750.0 Base Total: 2500.0 6750.0 As -Built Total: 2500.0 3500.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 9.40 394.8 Exterior 42.0 6.40 268.8 Base Total: 42.0 268.8 As -Built Total: 42.0 394.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2191.0 2.80 6134.8 Under Attic 30.0 2191.0 2.77 X 1.00 6069.1 Base Total: 2191.0 6134.8 As -Built Total: 2191.0 6069.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 184.0(p) -20.0 - 3680.0 Slab -On -Grade Edge Insulation 0.0 184.0(p -20.00 - 3680.0 Raised 0.0 0.00 0.0 Base Total: -3680.0 As -Built Total: 184.0 - 3680.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2191.0 18.79 41168.9 2191.0 18.79 41168.9 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT Summer Base Points: 63459.8 Summer As -Built Points: 67359.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 67359.2 0.333 (1.073 x 1.165 x 0.90) 0.284 1.000 7178.2 67359.2 0.667(1.00 x 1.165 x 1.00 0.341 1.000 17227.7 63459.8 0.4266 27072.0 67359.2 1.00 1.125 0.320 1.000 24226.5 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: EnergyGauge"' DCA Form 600A -2001 EnergyGauge®/FIaRES 2001 FLRCPB v3.30 I BASE 1 AS -BUILT I GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 2191.0 2.36 930.7 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: W 0.0 0.0 75.0 5.49 1.00 E 0.0 0.0 110.0 4.77 1.00 N 0.0 0.0 90.0 6.03 1.00 S 0.0 0.0 40.0 4.49 1.00 315.0 411.9 524.8 542.9 179.8 1659.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 2500.0 0.60 1500.0 2500.0 1500.0 Concrete, Ext Insul, Exterior As -Built Total: 4.2 2500.0 0.42 2500.0 1050.0 1050.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 42.0 1.80 75.6 42.0 75.6 Exterior Wood As -Built Total: 42.0 2.80 42.0 117.6 117.6 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 2191.0 0.10 219.1 2191.0 219.1 Under Attic As -Built Total: 30.0 2191.0 0.10 X 1.00 2191.0 219.1 219.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 184.0(p) -2.1 -386.4 0.0 0.00 0.0 -386.4 Slab -On -Grade Edge Insulation As -Built Total: 0.0 184.0(p -2.10 184.0 -386.4 486.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 2191.0 -0.06 -131.5 _ 2191.0 -0.06 -131.5 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES 2001 FLRCPB v3.30 BASE AS -BUILT Winter Base Points: 2207.6 Winter As -Built Points: Cap X Duct X System X Credit = Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) 2528.3 Heating Points 2874.9 2874.9 Total Winter X System = Points Multiplier Heating Points Total X Component 2207.6 0.6274 1385.0 2528.3 2528.3 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 1.00 1.137 1.000 1.000 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES 2001 FLRCPB v3.30 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 AS -BUILT 3 1.00 2342.38 1.00 7027.1 7027.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 27072 1385 7107 35564 24227 2875 7027 34129 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 60.0 0.89 As -Built Total: 3 1.00 2342.38 1.00 7027.1 7027.1 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 COMPONENTS Water Heaters HVAC Controls Insulation Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 306 N.E 102 STREET, MIAMI, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi -story Houses Additional Infiltration reqts 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) Swimming Pools & Spas Shower heads Air Distribution Systems SECTION j REQUIREMENTS FOR EACH PRACTICE 606.1.ABC.1.1 Maximu cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 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. 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. 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. 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 s • ace tested. SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. 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. 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. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 CHECK ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 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 (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. B.R, 306 N.E 102 STREET, MIAMI, FL, 33138- Single Pane 315.0 ft 0.0 ft 0.0 ft Addition Single family 1 3 No 2191 ft Double Pane 0.0 ft 0.0 ft 0.0 ft R:).0, 184.0(p) ft _ R=4.2, 2500.0 ft _ R =30.0, 2191.0 ft Sup. R=6.0, 18.0 ft Builder Signature: Date: 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DEEP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, ELF-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. 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 EnergyStar""designation), your home may qual ifr 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.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community AffangtirgYage prsion: FLRCPB v3.30) Cap: 24.0 kBtu/hr _ SEER: 12.00 _ Cap: 48.0 kBtu/hr _ SEER: 10.00 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 60.0 gallons _ EF: 0.89 System: PENA RESIDENCE Location: Miami, Florida Prepared by: (TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow Supply Airflow [TABLE 3. INPUT DATA (WEATHER) Location Miami, Florida Data Source Latitude Elevation Atmmnherw Clearness It [TABLE 4. INPUT (HVAC SYSTEM) System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety 16,131 BTU/hr 14,631 BTU/br 14,304 BTU/hr 57.0 F 883 CFM 883 CFM O CFM O CFM O BTU/hr Floor Area 700 sqft Overall U -Value 0.154 BTU/hr/sqft/F Vent Air 0.00 CFM/sqft .Pent Air _0 00_CFM srcnn 't TABLE 2. SIZING DATA (HEATING) 4,057 BTU/hr O BTU/hr 4,057 BTU/hr O CFM 883 CFM Carrier Defaults 25.8 Degree 7.0 ft 0.90 PENA RESIDENCE Clg and Warm Air Ht 6:00 24 hrs 57.0 F 0 CFM 0.00 CFM 0.050 0 % 0 0 % [TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton 1) November 15:00 1.22 1.34 2) October 15:00 1.22 1.34 3) October 14:00 1.21 1.34 4) November 14:00 1.21 1.34 5) December 15:00 1.20 1.32 SYSTEM SIZING SUMMARY Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton Cooling Cooling Heating Heating Floor Area Overall U -Value Vent Air Vent Air Summer Dry-Bulb Coincident Wet -Bulb Daily Range Winter Drv-Ruth November 15:00 84.0/74.0 F Time Sensible Ton 6) October 16:00 1.19 7) November 16:00 1.19 8) December 14:00 1.19 9) January 15:00 1.19 10) October 13:00 1.19 Block Load 3.05 September 08, 2004 Page: 1 72.3/62.8 F 57.0/56.5 F 56.2 F 0.050 59.7 % 1.34 Ton 1.22 Ton 520.74 23.04 BTU/hr/sqft 1.26 CFM /soft 5.80 BTU/hr /sqft 1.26 CFM/sqft 700 sqft 0.154 0.00 CFM/sqft 0.00 CFM/Person 91.0 F 77.0 F 15.0 F 44.0 F 1 THERMOSTAT SETPOINfS Cooling (Occ.) 72.0 F Cooling (Unocc.) 75.0 F Heating 70.0 F RETURN AIR PLENUM No FAN Configuration Blow -Thru Static Pressure 0.50 in. wg. 1 1 1 Total Ton 1.32 1.32 1.31 :.31 1.31 System: PENA RESIDENCE Location: Miami, Florida Prepared by: TABLE 6. ZONE SIZING DATA SYSTEM SIZING SUMMARY Block Load 3.05 September 08, 2004 Page: 2 Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate Zone Name (BTU/hr) (CFM) Design Time (BTU/hr) (CFM) PENA RESIDENCE 14,304 883 November 15:00 4,057 - — Total: 883 Total: .00 • • COMPUTATIONS Project: Pena Residence Extended Family Room and New Covered Patio 306 NE 102 nd Street Miami Shores Florida 33138 Smith & Smith Design Corporation Date: 08/24/2004 I ARBAB ENGINEERING, INC. CONSULTING ENGINEERS ALIA{�BAR ARBAB I ► ., _... -- FL P.F. NO. 35460 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 a '� EB NUMBER: 0007488 PE N0. 35460 Roof 1st Floor Pena Residence Wood Trusses -Joist / Sheathing : Tile : Roofing : Ceiling : Mech / Elect / Miscl : Insulation : ARBAB ENGINEERING, INC. Consulting Engineers Total DL : LL : Total : Concrete Slab 4" : Partition : Tile : Mech, Elect & Mscl : Total DL : LL : 8" Masonry Wall : 8" Reinforced Masonry Wall : Design Loads 7.00 psf 12.00 psf 6.00 psf 5.00 psf 3.00 psf 2.00 psf 35.00 psf 30.00 psf 65.00 psf 48.33 psf 20.00 psf 20.00 psf 2.00 psf 90.33 psf 40.00 psf 60.00 psf 100.00 psf a = 3.82 ft 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Design Wind Pressure Zone Gross Uplift Net Uplift Wall, Windows & Door Pressure (P.S.F) Roofing (1) Negative -45.45 -45.45 (2) Negative -73.28 -73.28 (3) Negative -73.28 -73.28 (2) Over Hang - 102.04 - 102.04 (3) Over Hang - 115.95 - 115.95 Truss / Joist (1) Negative -49.26 -39.26 (2) Negative - 100.18 -90.18 (3) Negative - 100.18 -90.18 (2) Over Hang - 102.04 -92.04 (3) Over Hang - 168.36 - 158.36 Covered Patio (1) Negative -62.61 -52.61 (2) Negative -90.44 -80.44 (3) Negative -90.44 -80.44 (2) Over Hang - 102.04 -92.04 (3) Over Hang - 130.16 - 120.16 Walls (4) ( Field Negative) -46.80 (5) ( Corner Negative) -47.98 (4) & (5) ( positive) 41.76 Roof 1st Floor Pena Residence Wood Trusses -Joist / Sheathing : Tile : Roofing : Ceiling : Mech / Elect / Miscl : Insulation : ARBAB ENGINEERING, INC. Consulting Engineers Total DL : LL : Total : Concrete Slab 4" : Partition : Tile : Mech, Elect & Mscl : Total DL : LL : 8" Masonry Wall : 8" Reinforced Masonry Wall : Design Loads 7.00 psf 12.00 psf 6.00 psf 5.00 psf 3.00 psf 2.00 psf 35.00 psf 30.00 psf 65.00 psf 48.33 psf 20.00 psf 20.00 psf 2.00 psf 90.33 psf 40.00 psf 60.00 psf 100.00 psf a = 3.82 ft 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • ArchWind 98 : Pena Residence 1 CASE B AVERAGE WALL PRESSURE : For overturning calculations. WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD = 433.35 lb /ft HEIGHT ABOVE GROUND = 5.5 ft ACROSS WALLS 3 LOAD = 512.50 LB /1■ 1' HEIGHT ABOVE GROUND = 5.5 ft MAXIMUM ROOF LOAD MAX POS = 10.00 psf MAX NEG = -43.83 psf Wind CASE A GABLE Any Height �> 3 Direction TTTTTTTT L B —> Plan 3 1 _fig H Z v L Elevation — - > 2 Z • • • ArchWind 98 : Pena Residence Structures of Any Height Main Wind Resisting System WALL PRESSURE OUTPUT (psf) WALLS 1 AND 2 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 -20.1 -35.9 43.3 2 39.9 -20.1 -35.9 43.3 3 39.9 -20.1 -35.9 43.3 4 39.9 -20.1 -35.9 43.3 5 39.9 -20.1 -35.9 43.3 6 39.9 -20.1 -35.9 43.3 7 39.9 -20.1 -35.9 43.3 8 39.9 -20.1 -35.9 43.3 9 39.9 -20.1 -35.9 43.3 10 39.9 , -20.1 -35.9 43.3 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 -28.1 -35.9 51.2 2 39.9 -28.1 -35.9 51.2 3 39.9 -28.1 -35.9 51.2 4 39.9 -28.1 -35.9 51.2 5 39.9 -28.1 -35.9 51.2 6 39.9 -28.1 -35.9 51.2 7 39.9 -28.1 -35.9 51.2 8 39.9 -28.1 -35.9 51.2 9 39.9 -28.1 -35.9 51.2 10 39.9 -28.1 -35.9 51.2 ROOF OUTPUT PRESSURES (psf) DIST FROM WINDWARD EDGE. POS NEG 0.0 TO 6.6 6.6 TO 13.3 13.3 TO 26.5 26.5 TO END 10.0 10.0 10.0 10.0 -43.8 -43.8 -29.6 -29.6 2 309.6 • • • ArchWind 98 : Pena Residence CONSTANTS USED Diin Perp. to Ridge = 76.92 ft Dim Parallel to Ridge = 38.17 ft Roof Angle = 14.04 deg. Mean Roof Height = 13.25 ft Wall Height = 10.25 ft Max Height of Openings = 7.00 ft Gust Factor Walls 1, 2 = 0.85 Gust Factor Walls 3 = 0.85 Gust Factor Roofs = 0.85 Wind Speed, V = 146.0 inph Exposure Cat. = C Importance Cat. = 2 Internal Pressure Exposure coef , Kzi = 0.85 Internal Velocity Pressure, qi = 46.38 psf Internal Pressure Coef. , GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: P = qGCp-qi(GCpi) or P = gGCp +qI(GCpi) The worst case of the above are used. If any component across the walls is less than 10 psf, 10 psf is used as a minimum pressure. Constants are described as follows: qi, Internal Velocity Pressure q, Velocity Pressure Kz, Velocity Pressure Exposure Coef. Cp, External Pressure Coef. Main wind force resisting systems are based on ASCE 7 -98 Section 6.5.12.2 CONSTANTS FOR WALLS 1 AND 2: TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 Kz at Top of Wall = 0.85 q at Bottom of Wall = 46.38 psf q at Top of Wall = 46.38 psf Cp at Bottom of Wall = 0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz = 0.85 q = 46.38 Cp = -0.30 TREATED AS SIDE WALLS Kz = 0.85 q = 46.38 Cp = -0.70 CONSTANTS FOR WALLS 3: CONSTANTS FOR ROOF: Kz = 0.85 q = 46.38 psf Cp values vary and are based on ASCE 7, fig. 6 -3 L o- 46 TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 Kz at Top of Wall = 0.85 q at Bottom of Wall = 46.38 psf q at Top of Wall = 46.38 psf Cp at Bottom of Wall = 0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz = 0.85 q = 46.38 Cp = -0.50 TREATED AS SIDE WALLS Kz = 0.85 q = 46.38 Cp = -0.70 • • Archwind 98 : Pena Residence \ COMPONENT PRESSURES: 4 MAX = 41.76 4 MIN = -46.80 5 MAX = 41.76 5 MIN = -47.98 5 AREA PRESSURE (psf) 4 5 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft Dimension a = 3.82 ft • Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 11 WALLS - CONSTANTS USED 5 6C ct Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 14.04 deg Mean Roof Height = 13.25 ft Area = 391.21 sf Cp VALUES AREA Cp 4 0.72, -0.83 5 0.72, -0.85 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 3 2 3 3 2 3 2 1 2 2 1 2 3 2 3 3 2 3 • • Archwind 98 : Pena Residence 1 MAX = 22.26 1 MIN = -45.45 2 MAX = 22.26 2 MIN = -73.28 3 MAX = 22.26 3 MIN = -73.28 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 a a Gable COMPONENT PRESSURES: AREA PRESSURE (psf) COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures Less than or equal to 60 ft a a ang VALUE = 0.00 VALUE = - 102.04 VALUE = - 115.95 Dimension a = 3.82 ft Note, when inax absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 3 2N 2 2 3 h Hip 2 3 oC ea HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. Roof Angle = 14.04 deg Eave Height = 13.25 ft Area = 2935.65 sf Area of Overhang = 440.35 sf Cp VALUES AREA Cp 1 0.30, -0.80 2 0.30, -1.40 3 0.30, -1.40 Along Area 1 Over Hang 0.00 Along Area 2 Over Hang -2.20 Along Area 3 Over Hang -2.50 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 3 2 3 3 2 3 2 1 2 2 1 2 3 2 3 3 2 3 • • • Archwind 98 : -l a Gable COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. 'Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX = 30.15 1 MIN = -49.26 2 MAX = 30.15 2 MIN = - 100.18 3 MAX = 30.15 3 MIN = - 100.18 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 a a ang VALUE = 0.00 VALUE = - 102.04 VALUE = - 168.36 Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. a 3 2 2 3 I1 2 / \2 � \ 3 2il \ 2 3 h Hip HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle is between 10 and 30 degrees. Stricture is less than or equal to 60 ft high. Roof Angle = 14.04 deg Eave Height = 13.25 ft Area = 16.00 sf Area of Overhang = 12.00 sf Cp VALUES AREA Cp 1 0.47, -0.88 2 0.47, -1.98 3 0.47, -1.98 Along Area 1 Over Hang 0.00 Along Area 2 Over Hang -2.20 Along Area 3 Over Hang -3.63 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 3 2 3 3 2 3 2 1 2 2 1 2 3 2 3 3 2 • • • Archwind 98 : COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures less than or equal to 60 ft COMPONENT PRESSURES: 1 MAX = 39.42 1 MIN = -62.61 2 MAX = 39.42 2 MIN = -90.44 3 MAX = 39.42 3 MIN = -90.44 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 AREA PRESSURE (psf) a a a l Gable ang VALUE = 0.00 VALUE = - 102.04 VALUE = - 130.16 Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 32\ 2 2N�/ N I I 1 2 7� N 2 3 2 1\ 2 3 b Hip 3 HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. Roof Angle = 14.04 deg Eave Height = 13.25 ft Area = 300.00 sf Area of Overhang = 56.24 sf Cp VALUES AREA Cp 1 0.30, -0.80 2 0.30, -1.40 3 0.30, -1.40 Along Area 1 Over Hang 0.00 Along Area 2 Over Hang -2.20 Along Area 3 Over Hang -2.81 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.55 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 West Elevation Item Type / size Floor Area Zone Pressure Suction 4 Door 1 25.03 4 51.14 -56.58 5 Windows 1 15.47 4 53.05 -58.10 South Elevation Item Type / size Floor Area Zone Pressure Suction 2 Window 1 12.00 4 54.12 -58.90 3 Window 1 16.20 4 52.83 -57.93 East Elevation Item Type / size Floor Area Zone Pressure Suction 1 Glass Door 1 20.00 4 51.67 -57.05 ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure g OPcG Pena Residence r- 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 51 .67 57.05 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD.. SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX NO. (305) 891 -0504 Sheet No. Project: Drawn By Date: File: — OF• — Pena Residence East Elevation 08/23/04 / /penaresidence /draw /a— 4 EXIST. DOOR 54.12 -58.90 52.83 57.93 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 STUCCO EXIST. Sheet No. — OF — Project: Pena Residence South Elevation Drawn By — Date: 08/23/04 File: / /penaresidence /draw /a -4 EAST. 53.C5 58.10 i SIDE PrRCH 51.14 56.58 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX NO. (305) 891 -0504 Sheet No. Project: Drawn By Date: File: COST. OF• DOSE. Pena Residence West Elevation 08/23/04 / /penaresidence /draw /a -4 • • • Archwind 98 : Pena Residence COMPONENT PRESSURES: 5 AREA PRESSURE (psf) 4 MAX = 51.67 4 MIN = -57.05 5 MAX = 51.67 5 MIN = -68.64 4 5 5 If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h ► 3 0Q 4 WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls arc less than or equal to 6011 high. Roof Angle = 14.04 deg Mean Roof Height = 13.25 ft Area = 20.00 sf Cp VALUES AREA Cp 4 0.93, -1.05 5 0.93, -1.30 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pena Residence 5 If Roof Angle is < =I0 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psi) 4 4 5 5 MAX = 54.12 MIN = -58.90 MAX = 54.12 MIN = -72.35 4 5 Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 14.04 deg Mean Roof Height = 13.25 ft Area = 12.00 sf Cp VALUES AREA Cp 4 0.99, -1.09 5 0.99, -1.38 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pena Residence 5 4 5 a te\ a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 52.83 4 MIN = -57.93 5 MAX = 52.83 5 MIN = -70.40 Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. a h WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 14.04 deg Mean Roof Height = 13.25 ft Area = 16.20 sf Cp VALUES AREA Cp 4 0.96, -1.07 5 0.96, -1.34 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pella Residence 5 COMPONENTS AND CLADDING WALLS Structures Tess than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 51.14 4 MIN = -56.58 5 MAX = 51.14 5 MIN = -67.55 4 5 5 a � If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof 1- {eight. Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h [c q6 WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 14.04 deg Mean Roof Height = 13.25 ft Area = 25.03 sf Cp VALUES AREA Cp 4 0.92, -1.04 5 0.92, -1.28 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pena Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 53.05 4 MIN = -58.10 5 MAX = 53.05 5 MIN = -70.74 5 4 5 5 If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.82 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 1`7 0 WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 14.04 deg Mean Roof Height = 13.25 ft Area = 15.47 sf Cp VALUES AREA Cp 4 0.96, -1.07 5 0.96, -1.35 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Input B= L= Mean Roof Height ( H) = Wall Height = Wall Area = Roof Angle = Roof Area = Roof Area of OverHang = Truss / Joist Area = Area of OverHang for Truss = Exposure : Importance : ASCE Combinations: Stucture type : Structure Rigidity : Max Opening Height = See Computer Output : Windward + Leeward = 1111 Uplift Roof : Joist Above Steel Beam • Joist Above Wood Plate Truss Above Wood Plate Uplift = Uplift = Uplift = Girder Truss Above Wood Plate Uplift = Joist Againts the Wall Pena Residence Uplift = Gravity = ARBAB ENGINEERING, INC. Consulting Engineers Wind Loads Computations C lI Enclosed Rigid 38.17 ft 76.92 ft 13.25 if 10.25 ft 391.21 ft 14.04 ° 2935.65 ft 440.35 ft 16.00 ft 4.00 ft 7.00 ft 51.20 psf 965.00 Ibs 720.00 Ibs 1541.00 Ibs 1374.00 Ibs 902.00 Ibs 637.01 Ibs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305-891-0504 - 1 U=-720 U=-965 3 U=-1374 3 U=-1541 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD.. SUITE 508 NORTH MIAMI, FLORIDA 33181 FHONE NO. (305) 891 5049 FAX. NO. (305) 891-0504 4 2 2 U=-729 -902 -902 Sheet No. OF. Project: Pea Residence Uplift & Connection Type Drawn By: — Date: 08/23/04 File: //penoresidence/draw/roof framing Type Use: Uplift Horizontal Acceptance 03- 0327.14 2 ( 1) NVRT22F 1135.00 0.00 Wood Block 0.00 22770.00 - Maximum Horizontal Forces = Maximum Uplift = Computation for reaction : Using Southern Pine N° 2 Pena Residence Connection Between Joist and Ledger Type 6 B= Height = Reaction H = Reaction H = L= Joist Spacing = Reaction H = Reaction V = 205.80 22770.00 ARBAB ENGINEERING, INC. Consulting Engineers 51.20 psf 965.00 Ibs 20.50 ft 5.00 ft 5.25 Kips 2.62 Kips 17.00 ft 16.00 in 205.80 Ibs 965.00 Ibs F'c = 1650.00 psi C = 0.8 Cd = 1 Fe = 1320.00 psi b= 1.50 in h= 11.50 in Allowable Compression Load = 22770.00 Ibs Lateral interaction Horizontal Force + Uplift Force Horizontal Capacity Uplift Capacity 965.00 1135.00 ( total ) ( per side ) ( per Joist ) ( per Joist ) 0.86 OK! Zo or s?'G 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Type Use: Uplift Gravity Acceptance 4 NVUH 26 1213.00 2233.00 03- 0327.14 0.00 Type Use: Uplift Horizontal Acceptance 3 (2) NVRT22F 1135.00 0.00 03- 0327.14 Type Use: Uplift Horizontal Acceptance 03- 0327.14 3 (2) NVRT22F 1135.00 0.00 03- 0327.14 Type Use: Uplift Horizontal Acceptance 1 NVRT22F 880.00 0.00 03- 0327.14 Pena Residence Maximum Uplift = 720.00 Ibs Maximum Uplift = 1541.00 Ibs Maximum Uplift = 1374.00 Ibs Maximum Uplift = Maximum Gravity = ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Joist and Concrete Beam Connection Between Truss and 2" x 4" Wood Plate Connection Between Girder Truss and 2" x 4" Wood Plate Connection Between Joist & Ledger 2 902.00 Lbs 637.01 Lbs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Type Use: Uplift Gravity Acceptance 5 EHUH26 1200.00 2385.00 03- 0611.05 Type Use: Uplift Gravity Acceptance 6 EHUH28 -3 2645.00 5190.00 03- 0611.05 Pena Residence Maximum Uplift = Maximum Gravity = Maximum Uplift = Maximum Gravity = ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Two Joist & Ledger 2 902.00 Lbs 637.01 Lbs Connection Between Two Joist & Ledger 2 2450.00 Lbs 1650.00 Lbs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Fastener Schedule No Type Seat / Header Straps / Truss UPLIFT N.O.A. 1 NVRT22F (9) 16d (5) 1/4" Tapcon 880.00 03- 0327.14 2 (1) NVRT22F (9) 16d (9) 16d 1135.00 03- 0327.14 Wood Block (11) 16d 0.00 - 3 (2) NVRT22F (9) 16d (9) 16d 880.00 03- 0327.14 4 NVUH 26 (20) 16d (10) 10d x 1 1/2" 1213.00 03- 0327.14 5 EHUH26 (20) 16d (10) 10d x 1 1/2" 1200.00 03- 0611.05 6 EHUH28 -3 (40) 16d (16) 10d 2645.00 03- 0611.05 7 NVTP4H ( 8 ) 16d 1200.00 03- 0224.10 Pena Residence ARBAB ENGINEERING, INC. Consulting Engineers 0?,3 ci(e 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305- 891 -5049 Fax : 305 - 891 -0504 ( 1 ) P.T. Wood 2" x 8" continuous along each side of the Steel Beam with 5/8" Thru Bolt spaced at 24" c.c. Vertical Load = W tributary = Vertical Load = spacing = Shear per Bolt = Effective Height (H) = Effective Width (W) _ N° of Ledger = Shear ( Bolt) = Tension ( Bolt) = Ledger Check f„= (3v) /(2bd)x(d /d') Pena Residence v= b= d= d' = Allowable Shear = Wet Service factor = .oad Duration Factor = Allowable Shear = 92.04 psf 8.00 ft 736.32 Ibs /ft 2.00 ft 1472.64 Ibs 7.50 in 1.50 in 1 Units 1472.64 Lbs 589.36 Lbs 1472.64 Ibs 1.50 in 7.50 in 3.75 in 175.00 psi 0.97 0.90 152.78 psi ARBAB ENGINEERING, INC. Consulting Engineers Ledger Type 6 v = Shear b = total net width d = net height d' = min. distance from the edge to center of the bolt ( Bolt Place @ Midheight of the ledger ) Condition for a 2 "x 8" member N° 1 Adjustment Factor Adjustment Factor Adjusted = 98.18 psi < 152.78 psi ( Allowable Shear) OKU 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Type Use: Uplift Horizontal Acceptance 03- 0224.10 5 NVTP4H 1200.00 0.00 0.90 1.00 152.78 C m Cd Cfu Result 0.85 0.90 1.00 1315.80 0.97 0.90 1.00 152.78 Fb = Fv = Combined Stress : Pena Residence Max. Uplift = Width Tributary = Load = Wood Stud Spacing = 1073.80 1604.14 Max. Shear = Max. Moment = b= h= N° of Plates = A= Ixx = Sxx = 1720 psi 175 psi ARBAB ENGINEERING, INC. Consulting Engineers Wood Plate Sitting on Wood Stud Design, 92.04 psf 8.75 ft 805.35 Ibs /ft 1073.80 Ibs 178.97 ft-Ibs Using Wood Plate 2" x 4" Southern Pine N° 2 Allowable Moment = 6907.95 in -Ibs Allowable Shear = 1604.14 Ibs 178.97 575.66 16.00 in 3.50 in 3.00 in 2.00 Unit 10.5 in 7.88 in 5.25 in 0.98 OK!! Connection Between Wood Plate and Wood Stud Max. Uplift = 1073.80 Ibs Max. Gravity = 758.33 Ibs Z5 c‘r. 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305- 891 -0504 C m Cd C (U Result 0.85 0.90 1.00 1315.80 0.97 0.90 1.00 152.78 Max. Compression Load = Max. Stud Length = Stud Dimension : See Computer Output : Max. Compression Load = Allowable Compression Load = 7003.50 Ibs Fb = Fv = Pena Residence Wood Plate Sitting on Concrete Beam Design Max. Load = 1073.80 Ibs Max. Shear = Max. Moment = Support Spacing = b= h= N° of Plates = A= Ixx = Sxx = 1720 psi 175 psi Allowable Moment = 6907.95 in -Ibs Allowable Shear = 1604.14 Ibs Combined Stress : 536.90 1604.14 + b= d= ARBAB ENGINEERING, INC. Consulting Engineers Wood Stud Design 758.33 Ibs 4.00 ft 1.50 in 3.50 in 758.33 Ibs 536.90 Ibs 4295.20 in -Ibs 16.00 in 3.50 in 3.00 in 2.00 Unit 10.50 in 7.88 in 5.25 in ( Per Computer Output ) 4295.20 6907.95 0.96 OK!! Use 5/8" Hilti Kwik Bolt as Wood Plate Anchor @ 16" c.c. Z6 e pPetc 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Item Value Unit Load duration factor Occupancy Load l :j Moist use Wet ( >19 %) Ibf :Id. Temperature in Fahrenheit T <= 100 • Lateral support condition Fully Laterally Supported Flat use No Incising use No Repetitive use Yes ft 2rj Shear stress factor 1 ft ':,•j Buckling stiffness factor No Bearing condition No Item Value Unit Timber Type Visually Graded Dimensional Lumber W Species Southern Pine : j Ibf :Id. Grade No 2 :11:j Nominal Width 2 : Nominal Depth 4 Number 1 Effective length along width 4 ft 2rj Effective length along depth 4 ft ':,•j Item Value Unit Loading Type Axial Compression :<.±*.j Axial Load 758.33 Ibf :Id. Z7 °c Job Title Wpod Stud. Design ARBAB ENGINEERING, INC. "Client Smith & Smith Input Basic Data Loading Data Adjustment Factors • Bearing Data • Job No 'Bearing Design Type Item Value No Design j Unit Sheet No Engineer All Arbab Checked Approved File Print Time /Date: 08/23/2004 16:27 STAAD.etc Release 3.0 1 Date 0/23/04 Date Date Dtlrm Rev Page 1 of 5 1 A.RBA.B ENGINEERING, INC. Job Title Wood Stud Design • Client Smith & Smith • • Output Job No Engineer Ali Arbab Checked Approved File Design Output Axial Compression (lbf) Result Actual 758.33 Allowable 7003.50 Design OK 2 Sheet No C. Print Time /Date: 08/23/2004 16:27 STAAD.etc Release 3.0 b 2 Date 0123104 Date Date Dt/Tm 'Rev 4 Page 2 of 5 Job Title Wood Stud Design lient Smith & Smith C • ARBAB ENGINEERING, INC. Job No Engineer Ali Arbab Checked Approved File 3 Date 0/23104 Date Date Dt/Tm • alculation Timber Column Design : Pena Residence = J 5.359 / 5.250 R =J *I /Area _ V' 0.984 / 5.250 Sx= b * d 2 /6.0 = 1.500 * 3.500 2/ 6.0 Print Time /Date: 08/23/2004 16:27 All calculations are based on Pounds and Inches unless it is .specified Stresses From the Table Fb= 975.000 F 550.000 F = 90.000 Fcperpendicular to grain = 565.000 F 1450.000 E = 1600000.000 F 1320.000 Calculation of Actual Dimension Nominal Width = 2.000 Effective Width b = 1.500 Nominal Depth = 4.000 Effective Depth d = 3.500 Computation of Allowable Modulus of Elasticity E' Moisture factor C For Young's Modulus CM Temperature factor CtAs per Table 2.3.4 For Dry Member C Buckling Stiffness factor CT CT 1.0 E'= E * CM* C CT = 1600000.000 * 0.900 * 1.000 * 1.000 = 0.900 = 1.000 Calculation of Section Properties Area = b * d = 1.500 * 3.500 = 5.250 Ix =b *d /12.0 = 1.500 * 3.500 3 / 12.0 = 5.359 IY =d *b /12.0 = 3.500 * 1.500 3 / 12.0 = 0.984 12 J * I Area = 1440000.000 = 1.010 = 0.433 = 3.063 STAAD.etc Release 3.0 Lq 6 GAG Sheet No Rev Page 3 of 5 ARBAB ENGINEERING, INC. Job Title Wood Stud Design t ent Smith & Smith C Job No Sheet No Engineer Ali Arbab Checked Approved File • • alculation, cont... S.= d *b /6.0 = 3.500 * 1.500 2/ 6.0 EI 1440000.000 * 5.359 Design for Compression Load duration factor C per Table 2.3.2 For Live Load CD Moisture factor CM For Axial Compression parallel to grain CM Temperature factor C,As per Table 2.3.4 For Dry Member C, = 1.313 = 8575000.000 = 1.0 = 0.800 = 1.000 Size factor CF CF 1.000 For Visually Graded Dimension Lumber for Compression Depth 3.500 CF= 1.150 Incising factor C, For Non- Incised / Shear / Axial Compression parallel to grain C = 1.0 Column Stability factor CF For fully Laterally Supported member CF F, = F,* CD CM Ct C; CF CF = 1450.000 * 1.000 * 0.800 * 1.000 * 1.150 * 1.000 * 1.000 Max. Allowable Compressive Force = F * Area 1334.000 * 5.250 Axial Compressive Force 758.330 <= Allowable Axial Print Time /Date: 08/23/2004 16:27 = 1.0 * * ** End of report * * ** = 1334.000 STAAD.etc Release 3.0 = 7003.500 Compressive Force 7003.500 Design OK t9 c.c. / L 4 Date 0/23104 Date Date Dtlrm Rev Page 4 of 5 a Job Title Wood Stud.Design ent Smith & Smith AREAS ENGINEERING, INC. Print Time /Date: 08/23/2004 16:27 STAAD.etc Release 3.0 Job No Engineer All Arbab Checked Approved I e, k 17 File Sheet No IRev 5 Date 0/23/04 Date Date Dt/Tm Page 5 of 5 ( 2 ) P.T. Wood 2" x 8" continuous along the embedment spaced at 16" c.c., NOA : 01- 1001 -.03 Bolt Diameter = Bolt Area = Min. Embedment = Vertical Load = W tributary = Load = spacing = Shear per Bolt = Effective Height (H) _ Effective Width (W) = N° of Ledger = Shear ( Bolt) = Tension ( Bolt) = Ledger Check Pena Residence P.T. Wood Anchor Bolt f„= (3v) /(2bd)x(d /d') v= b= d= d' = Allowable Shear = Wet Service factor = .oad Duration Factor = Allowable Shear = 5/8 in 0.31 i 4.00 in 90.18 psf 5.00 ft 450.90 Ibs /ft 1.33 ft 601.20 Ibs 7.50 in 1.50 in 2 Units 601.20 Lbs 480.96 Lbs v = Shear b = total net width d = net height d' = min. distance from the edge to center of the bolt 601.20 Ibs 3.00 in 7.50 in 3.75 in 175 psi 0.97 0.90 152.78 psi ARBAB ENGINEERING, INC. Consulting Engineers Ledger Type 2 Anchor Bolt P.T. Wood wall with 5/8" Hilti kwik ( Bolt Place @ Midheight of the ledger ) Condition for a 2 "x 8" member N° 1 Adjustment Factor Adjustment Factor Adjusted 3 o,r ? to Bolt -II min. 4" f„ = 20.04 psi < 152.78 psi ( Allowable Shear) OK!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 D.4.1.1 D.4.4 ( Strength Reduction Factors ) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Note : 1) • 2) 3) �Nn > Nu (D -1 ) coVn>Vu (D -2) ii) Tension Loads : ( Hooked Bolts ) Condition A applies where t supplementary reinforcement Condition B applies where such Strength Reduction Factors are Will Use Condition B Pena Residence Nu = 721.44 Ibs Vu = 901.80 Ibs i) Shear Loads : Anchor Bolt Design as per ACI -302 0.70 0.70 Ns = 17.79 kips ARBAB ENGINEERING, INC. Consulting Engineers Condition A 0.75 0.75 Bolt Check he potential concrete feilure surface are crossed by supplementary reinforcement is not provided for Service Loads ( For Shear ) ( For Tension ) Condition B 0.70 0.70 TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N = n Ase Fut (D -3 ) n = Number of Anchors A = Effective cross section area of an Anchor F = Shall not be greater than 1.9 Fy or 125 ksi n =1 Ase = 0.31 in ( For 5/8" Anchor Bolt ) Fut = 58.00 ksi crc 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 For a single anchor : Pena Residence Nth = ( / Ano) "2 41 3 Nb I Nth = 7.52 kips Npn = 'I'4Np (D -12 ) N = Npn = 3.16 kips ARBAB ENGINEERING, INC. Consulting Engineers D15.2.1 Nominal Concrete breakout Strength Nth or N cb9 of an anchor or group of anchor in tension shall not exceed : (D -4 ) A = 9 h h Length of Emb. A = From Fig. RD.5.2.1(b) ACI 318 -02 / 413 N b = k " f' hef k = 24 Cast in place anchors k = 17 Post Installed anchors '1 1 if Cmin > 1.5 hef Cmin = Min. Edge distance of Bolt Cmin = 3.75 < 'I' 0 . 7 + ( 0 . 3 Cmin / 41 0.8875 1'3 = 1.25 Cast in place anchors 41 1.40 Post Installed anchors h 4.00 in Ano = 144.00 in An = 117.00 i 412 = 0.8875 4 1.40 fc = 3000.00 psi N b = 7.45 kips D.5.3.1 The Nominal Pullout Strength N of an anchor in tension shall not exceed : N = 0.9 f e d 3 d e < 4.5 d 4 = 1 ( worst case for section cracked ) d = 5/8 in e = 3 d 1.88 in 3.16 kips (D -14) yr 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Peria Residence Vs = 10.68 kips For a single anchor : ( Shear Perpendicular to the edge ) Vcb= (A / Av0) 11 6 1 7 Vb c = A = A = do = fc= Vb = 1 Veb = 1.72 kips 1 ARBAB ENGINEERING, INC. Consulting Engineers 2.21 kips I 0.31 in2 ( For 5/8" Anchor Bolt ) 58.00 ksi n =1 Ase = Fut = 55 dv-r7 SHEAR D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: V = 0.6 n A Fut (D -18) n = Number of Anchors Ase = Effective cross section area of an Anchor Fut = Shall not be greater than 1.9 Fy or 125 ksi D.6.2.1 Nominal Concrete breakout Strength Vcb or V cbg of an anchor or group of anchor in shear shall not exceed : A„ 4.5c (D -22) c = edge distance A = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 V = 7 (I / do ) O. 2 . Jdof (c1) (D -23 ) `I' = 1 " 0.7 +0.3 (c ) "6 = 1 q' = 1 3.75 in 63.28 in` 45.00 in` 0.625 in 3000.00 psi 2.42 kips (D -20 ) Worst case ifc >1.5c ifc <1.5c 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305- 891 -5049 Fax : 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers D.6.3.1 The Nominal Pryout Strength V of an anchor in shear shall not exceed : Pena Residence V cp = KcpNcb N = (D -28 ) 7.52 kips I V = 15.04 kips I 1.20 kips D.7.3 Interaction of tensile and shear forces Ncb = ( / Ano) 1 41 3 Nb Kcp = 2 ( for h > 2.5 in ) (D -4 ) N + < 1.2 coNn 721.44 901.80 _ 2214.8 + 1203.66 '- 1.1 OKl! V„ yP Vn • D.8.1 Minimum Distance center to center 4 d = 2.50 in OK!! D.8.2 Minimum Edge Distance 6 d = 3.75 in OK!! 3C 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Type N° & Dimension Vertical Load (psf) Bolt & Spacing L2 (2) 2" x 8" P.T. Wood 90.18 5/8" c@ 16" c.c. L6 (1 ) 2" x 8" P.T. Wood 92.04 5/8" c@ 24" c.c. Pena Residence ARBAB ENGINEERING, INC. Consulting Engineers Ledger Schedule 37 T6 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 11 W 10 x 12 CB--1 ARBAB ENGINEERING, INC. Sheet No. Pea Project: _ OF: Residence _ f CONSULTING- ENGINEERS Beam $ Column Layout 11900 BISCAYNE BLVD.. SUITE 508 Drawn By - NORTH MIAMI. FLORIDA 33181 Date: 08/24/04 PHONE NO. (305) 891-5049 FAX NO. (305) 891-0504 File: //penaresidence/draw/a3 L1 = L2 = L3 = DL = LL = A 9.17 ft 9.17 ft 1.83 ft Wtrib = 6.00 ft Deflection Check : Perrla Residence 210.00 Lb /ft 180.00 Lb /ft Uplift = - 552.24 lbs/ft Q „_ - 883.58 Ibs /ft See Computer Output Reaction 1 = Reaction 2 = Reaction 2.= L1 ARBAB ENGINEERING, INC. Consulting Engineers Beam Design Steel Beam Design ( Worst Case ) 3.12 kips 10.02 kips 4.93 kips Deflection = 0.043 in L2 ' r Use W 10 x 12 Maximum Deflection = L/360 = 0.306 in OK!! 31 or it 13 r 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Nodes... Load Magnitudes Start Finish Node Label Node Coordinates X Y ft ft X Restraint Y Restraint Z Restraint Node deg mp FF 1 2 3 4 0.000 9.170 18.340 20.210 0.000 0.000 0.000 0.000 Fixed Fixed Fixed Fixed 0 0 0 0 Member... 2 Member Label Property Label Endpoint Nodes 1 Node J Node Member Length ft I End Releases X Y Z J End Releases X Y Z 1 2 3 Beam Beam_2 Beam 3 1 2 2 3 3 4 9.170 9.170 1.870 Global Y 1.000 Member Stress Check Data... Member Label Unbraced Lengths Lu : Z ft Lu : XY Slenderness Factors K : Z K : XY AMC Bending & Stability Factors Cm Cb 1 2 3 9.170 9.170 9.170 9.170 1.870 1.870 1.00 1.00 1.00 1.00 1.00 1.00 Internal Internal Internal Internal Internal Internal Member Label Load Magnitudes Start Finish Load Extents Sift Finis h Load Direction # 1 Load Case Factors # 2 # 3 # 4 # 5 1 -0.884 -0.884 k/ft 0.000 9.170 Global Y 1.000 2 -0.884 -0.884 k/ft 0.000 9.170 Global Y 1.000 3 -0.884 -0.844 k/ft 0.000 1.870 Global Y 1.000 Node Displacements & Reactions Node Label Load Combination Node Displacements X Y Z X Node Reactions Y Z in in Radians k k k -ft 1 Basic 0 0 - 0.00138 0 3.12272 0 2 Basic 0 0 0.00011 0 10.02228 0 3 Basic 0 0 0.00095 0 4.92669 0 4 Basic 0 0.01993 0.00087 0 0 0 VARBAB ENGINEEAIYG, 914. lit■st.eare [Mwn: 0E No 76460 L 5:22PM, 23 AUG 04 FastFrame 2 -D Frame Analysis V 5.0.9 - Page 1 Materials... Member Label Default Steel Section Sections... Prop Label Group Tag Default W10x12 Beam_1 W10x12 Beam_2 W10x12 Beam_3 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305-891-5049 Fax : 305-891-0504 DCS Material Default Steel T Steel Steel Youngs ksi 1.00 29,000.00 T Member Distributed Loads.... Area 1.000 in2 3.540 in2 3.540 in2 3.540 in2 Density kcf 0.000 Title . Job # : Description.... Thermal in /100d 0.000000 0.490 0.000650 0.000 in 0.000 in 9.870 in 3.960 in 9.870 in 3.960 in 9.870 in 3.960 in (c) 1988 -2001 ENERCALC F: \Doug \Pena Residence \calc \Steel beam Worst Dsgnr: 01`6 0.000 in 0.000 in 0.210 in 0.190 in 0.210 in 0.190 in 0.210 in 0.190 in Yield ksi 1.00 36.00 Date: Depth Tf Ixx Width Tw Iyy 1.00 in4 0.00 in4 53.80 in4 2.18 in4 53.80 in4 2.18 in4 53.80 in4 2.18 in4 V 5.0.9 5:22PM, 23 AUG 04 FastFrame 2 -D Frame Analysis V5.o.9- Page 2I Member End Forces... I Member Label Load Combination Node " I " End Forces Axial Shear k k Moment ft -k Axial k Node " J " End Forces Shear k Moment i ft -k 1 2 3 Basic Basic Basic 0 3.12272 0 4.92826 0 1.63821 0 9.03842 1.52007 0 5.09402 0 3.28848 0 0 - 9.03842 - 1.52007 0 Steel Stress Checks... Member Label Load Combination Overall Maximum @ Left End 114 Span 1/2 Span 3/4 Span @ Right End Shear 1 2 3 Basic Basic Basic 0.532 0.579 0.070 0.000 0.579 0.070 0.296 0.322 0.019 0.263 0.040 0.018 0.078 0.53 0.269 0.06 0.005 0.00 0.185 0.182 0.061 Member Overall Envelope Summary i Member I Label f Section Axial Shear k k Moment ft -k Deflection Maximum in Stress Ratio 1 2 3 Beam_1 Beam_2 Beam _3 4.984 4.928 1.638 8.532 9.038 1.520 0.043 0.030 0.020 0.532 0.579 0.070 {\ t� ARBAB ENC NEEA1NG, NC. Conexthiag re roo.o HIUA YE lb: WO (c) 1988 -2001 ENERCALC 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305-891-5049 Fax : 305-891-0504 DCS Title : Job # : Description.... Dsgnr: 4' b ' '6 Date: - -> Deflection values listed are the maximum of a sampling of 31 points across the member F: \Doug \Pena Residence\calc \Steel beam Worst V 5.0.9 • • L1 = h= b= Wtrib = DL = LL = Deflection Check : Pena Residence A 12.00 ft 12.00 in 8.00 in 5.00 ft 175.00 Lb /ft 150.00 Lb /ft Reaction 1 = Reaction 2 = 4= P= L= x= Due to Distributed Load: 27.08 Ibs /in 0.00 Ibs 144.00 in 0.00 in A = 0.066 in Due to Point Load: A = 0.000 in Total A = 0.066 in ARBAB ENGINEERING, INC. Consulting Engineers • Beam Design CB -1 Design ( Worst Case ) L1 See Computer Output b 2 # 6 Top & Bottom w/ Stirrups # 3 @ 4" c.c. 2.50 kips 2.50 kips D/T = 0.64 D/T = 0.64 Maximum Deflection = L/360 = 0.400 in OK!! A ar Clear Cover = 1.50 in f'c = 3000.00 psi E = 3.12E +06 psi 1 = 771.75 in I,, = 733.16 in h 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • [ Output ] <CB -1 Design> PROJECT: CB -1 Design ** *BASIC DATA * ** CODE PIN ALT SWAY LAST MOMRED NO YES YES NO YES NO ** *SPAN DATA * ** * * *UNIF. LOADS * ** ** *CONC. LOADS * ** ** *EFFECTIVE COVER (in /mm.) * ** BM LEFT MID RIGHT 2 1.50 1.50 1.50 ** *MOMENTS AND SHEARS (kip -ft, kips) * ** ** *REACTIONS (kips) * ** ** *DEFLECTIONS (in.) * ** BM DEFL. 2 1.37 ** *WIND DATA (kip- ft) * ** BM ML MR ** *MOMENT COMBINATIONS @ 1 /10TH POINTS (kip- ft) * ** POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 BEAM NO. 2: • GR . TYPE BMS TCOL BCOL FC FY GAM FV FCT ft. ft. ksi ksi pcf ksi psi 3 3 0.0 0.0 3.0 60. 145. 40. 273.5 BM SPAN B D BLFT BRT WLD ft. in. in. in. in. ft. 2 12.0 8.0 12.0 0.0 0.0 0.0 BM TYPE LOAD START END WIDTH psf ft. ft. ft. 2 DL 175.0 0.0 12.0 1.0 2 LL 150.0 0.0 12.0 1.0 BM TYPE P LOC kips ft. 2 LL 0.0 0.0 BM MLEFT MMID MRITE VLFT VRITE 2 0.0 7.6 0.0 2.16 2.16 COL R D/T 1 2.5 0.64 2 2.5 0.64 GR -U: 0.0 2.7 4.9 6.4 0.0 1.8 3.1 4.1 7.3 7.6 7.3 6.4 4.7 4.9 4.7 4.1 4.9 3.1 Page 1 of 2 2.7 0.0 1.8 0.0 0.0 4.1 7.3 9.6 11.0 11.4 11.0 9.6 7.3 4.1 0.0 0.0 2.5 4.4 5.8 6.6 6.8 6.6 5.8 4.4 2.5 0.0 • [ Output ] <CB -1 Design> WIND: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DEAD: 0.0 1.8 3.1 4.1 4.7 4.9 4.7 4.1 3.1 1.8 0.0 0.0 1.8 3.1 4.1 4.7 4.9 4.7 4.1 3.1 1.8 0.0 TOTU: 0.0 4.1 7.3 9.6 11.0 11.4 11.0 9.6 7.3 4.1 0.0 0.0 1.6 2.8 3.7 4.2 4.4 4.2 3.7 2.8 1.6 0.0 * ** DESIGN MOMENTS (kip -ft) * ** BEAM NO. 2: GR WKG 0.00 GR WKG 0.00 COMB ULT 0.00 COMB ULT 0.00 * ** SHEAR ANALYSIS * ** BM END VU VUS VC VMULT S -MAX kips psi psi in. 2 L 3.3 45.6 109.5 0.0 0.0 2 R 3.3 45.6 109.5 0.0 0.0 * ** REINFORCING STEEL (sq. in., in.) * ** BM ASL CL REVL ASM CM REVM ASR CR REVR DL DM DR 2 0.00 0.00 0.00 0.28 0.00 0.00 0.00 0.00 0.00 10.5 10.5 10.5 ** *REINFORCING * ** LEFT END BEAM TOP BARS NO. BOTTOM BARS NO. VERT. LEFT STIRRUPS VERT.RIGHT STIRRUPS NO. LONG SHORT ROWS LONG SHORT ROWS LEGS NO.SIZE SPAC. LEGS NO.SIZE SPAC. 2 2# 5 0# 0 1 2# 5 0# 0 1 0[ 0# 0@ 0" 0( 0# 0@ 0" 2R* 0# 0 1 * TOP BARS AT RIGHT END NOTES: (1) TOP LONG bars are assumed to be fully effective over both adjacent supports (see Bar Placement Diagram in the CONBM documentation). (2) Bar letters refer to the Bar Placement Diagram found in the CONBM program documentation. (3) Bar schedule does not necessarily satisfy reversal and compression steel requirements, as noted in the * ** REINFORCING STEEL * ** table. End of CONBM M -LEFT M -MID M -RITE 7.59 3.13 11.44 2.82 0.00 0.00 0.00 0.00 DI Y 0-P Page 2 of 2 Beam Schedule Mark Size Elev. Reinforcing Stirrups Remarks inches Top A B D C E Spacing (in) CB -1 8"x 12" 2 # 6 2 # 6 #3 @4 "c.c. CB -2 8 "x 12" 2 # 6 2 # 6 # 3 @ 4" c.c. W 10 x 12 Steel Beam Pena Residence ARBAB ENGINEERING, INC. Consulting Engineers 6 (5 of---T4 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • L1 = 8.42 ft L1 = 2.00 ft h = 11.25 in b = 1.50 in Wtrib = 1.33 ft DL = 46.67 Lb /ft LL = 40.00 Lb /ft See Computer Output Reaction 1 = Reaction 2 = II I Deflection Check : x= Due to Distributed Load: Pena Residence q= P= L= 344.13 Ibs 558.65 Ibs 7.22 Ibs /in 0.00 Ibs 101.00 in 0.00 in A = 0.019 in Due to Point Load: A = 0.000 in Total A = 0.019 in ARBAB ENGINEERING, INC. Consulting Engineers Wood Joist Design L1 Mmax = Vmax = Maximum Deflection = L/360 = 0.281 in OK!! L2 9.21 in -kips 0.56 Ibs Section is Ok As per Computer Output f'c = 3000.00 psi E = 3.12E +06 psi I = 177.98 in = 169.08 in 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Item Value Unit Load duration factor Occupancy Load Moist use Dry ( <= 19 %) kip -in Temperature in Fahrenheit T <= 100 kip Lateral support condition Fully Laterally Supported Flat use No Incising use No Repetitive use No ft iej Shear stress factor 1 ft Buckling stiffness factor No Bearing condition No Item Value Unit Timber Type Visually Graded Dimensional Lumber Species Southern Pine kip -in Grade No 2 kip Nominal Width 2 Nominal Depth 12 Number 1 Effective length along width 8.42 ft iej Effective length along depth 8.42 ft Item Value Unit Loading Type Bending Moment about X -axis (Mx) 9.21 kip -in Shear Force 0.56 kip Input Basic Data Loading Data Adjustment Factors Bearing Data Shear Connection Data Print Time /Date: 08/24/2004 15:10 'Bearing Design Type Item Value No Design Unit Item Connection Type Value No Notch /shear connection design required Unit STAAD.etc Release 3.0 97 .P 14 Sheet No 1 ARBAB ENGINEERING, INC. Title Wood Joist Design Client Smith & Smith Job No Engineer Ali Arbab Checked Approved File pena computations.etc Date 08123104 Date i Rev Date DUTm 24- Aug -2004 13:39 Page 1 of 6 48 oPY Sheet No Job Title W6od Joist'Design ARBAB ENGINEERING, INC. Client Smith & Smith • Output Job No Engineer Ali Arbab Checked Approved File pena computations.etc Design Output Bending Moment (Ibf -in) Result Actual 9210.00 30849.61 Design OK Print Time /Date: 08/24/2004 15:10 STAAD.etc Release 3.0 2 Date 08/23104 Date Date Rev Dt/Tm 24-Aug-2004 13:39 Page 2 of 6 Title Wood Joist Design Client Smith & Smith Calculation ARBAB ENGINEERING, INC. Timber Beam Design : Pena Residence All calculations are based on Pounds and Inches unless it is specified Stresses From the Table Fe= 975.000 F 550.000 Fv= 90.000 F.perpendicular to grain = 565.000 F.= 1450.000 E = 1600000.000 F 1970.000 Calculation of Actual Dimension Nominal Width = 2.000 Effective Width b = 1.500 Nominal Depth = 12.000 Effective Depth d = 11.250 Computation of Allowable Modulus of Elasticity E' Moisture factor CM For Young's Modulus CM Temperature factor C,As per Table 2.3.4 For Dry Member C Buckling Stiffness factor CT CT 1.0 E'= E * CM* Ct* CT = 1600000.000 * 1.000 * 1.000 * 1.000 = 1.000 = 1.000 = 1600000.000 Calculation of Section Properties Area = b * d = 1.500 * 11.250 = 16.875 1, =b *d /12.0 = 1.500 * 11.250 3 / 12.0 = 177.979 I, =d *b3 /12.0 DD = / 11.250 * 1.500 3 / 12.0 = 3.164 1� = V *lx /Area = v 177.979 / 16.875 Rs =•J *1,/ Area = ./ 3.164 / 16.875 Sx= b *d / 6.0 = 1.500 * 11.250 2 / 6.0 = 31.641 Print Time /Date: 08/24/2004 15:10 = 3.248 = 0.433 Job No Engineer Ali Arbab Checked Approved yg Sheet No 3 Date 08123104 Date Date Rev File pena computations.etc DtITm 24 13:39 STAAD.etc Release 3.0 Page 3 of 6 ARBAB ENGINEERING, INC. O Title Wood Joist Design Client Smith & Smith C • Job No Engineer Ali Arbab Checked Approved File pena computations.etc Sheet No 4 Date 08123104 Date Date Dt/Tm 24- Aug -20 alculation, cont... S d *b = 11.250 * 1.500 2 / 6.0 EI 1600000.000 * 177.979 Design for Bending Load duration factor CDAs per Table 2.3.2 For Live Load CD Moisture factor CM For Bending Stress CM Temperature factor CtAs per Table 2.3.4 For Dry Member Ct Repetitive Member factor C For Non- Repetitive Member Cr Design for Shear Load duration factor CDAs per Table 2.3.2 For Live Load CD Moisture factor C For Shear Stress CM Temperature factor CtAs per Table 2.3.4 For Dry Member Ct Print Time /Date: 08/24/2004 15:10 = 4.219 = 284765625.000 = 1.0 = 1.000 = 1.000 Size factor CF CF= 1.000 For Visually Graded Dimension Lumber for Bending Depth 11.250 CF 1.000 Incising factor C, For Non - Incised / Shear / Axial Compression parallel to grain Ci = 1.0 Beam Stability factor CL For fully Laterally Supported member CL = 1.0 = 1.0 Fb = Fb CD CM Ct* Ci* CF* CL* Cr* Cv* Cc = 975.000 * 1.000 * 1.000 * 1.000 * 1.000 * 1.000 * = 975.000 1.000 * 1.000 * 1.000 Max. Allowable Bending = F * (b * d 6.0 ) 975.000 * ( 1.500 * 11.250 6.0) = 30849.609 Bending Moment 9210.000 <= Allowable Bending Moment 30849.609 Design OK = 1.0 = 1.000 = 1.000 STAAD.etc Release 3.0 off' Rev 0413:39 Page 4 of 6 ARBAB ENGINEERING, INC. Job Title Wood Joist Design "Pent Smith & Smith C Job No Engineer All Arbab Checked Approved File pena computations.etc • • alculation, cont... Incising factor Ct For Non - Incised / Shear / Axial Compression parallel to grain C; = 1.0 Shear stress fv= 1.5 * V/A = 1.5 * 560.000 / 16.875 = 49.778 Allowable Shear stress F. = F.* CD* Cm* C * C„ * C; = 90.000 * 1.000 * 1.000 * 1.000 * 1.000 * 1.000 = 90.000 Shear Stress 49.778 <= Shear Stress 90.000 Design OK * * ** End of report * * ** Print Time /Date: 08/24/2004 15:10 STAAD.etc Release 3.0 5/ of ?6 Sheet No 5 Date 08/23/04 Date Date ! Rev Dt/Tm 24- Aug - 200413:39 Page 5 of 6 ARBAB ENGINEERING, INC. •itle Wood Joist Design Client Smith & Smith Print Time /Date: 08/24/2004 15:10 Job No Szo .f6 Engineer Ali Arbab Checked Date Approved Date Sheet No 6 Rev Date 08123104 File pena computations.etc DUTm 24-Aug-2004 13:39 STAAD.etc Release 3.0 Page 6 of 6 See Computer Output Clear Cover = See Computer Output b= h= Pena Residence Height = Width = Depth = Area trib = DL = LL = Wind = Height = Depth = Width = Area Crib = DL = LL = Wind = Pu = 8.00 in 17.00 in 8.58 ft 4.00 in 4.00 in 102.57 ft 3589.95 Ibs 3077.10 Ibs - 8250.73 Ibs 10.83 ft 17.00 in 8.00 in 1.50 in 64.57 t 2.26 kips 1.94 kips 5.82 kips 13.97 kips ARBAB ENGINEERING, INC. Consulting Engineers Column Design Steel Column Design (SC ) Use 4" x 4" 1/4" Column Design Column 1 b Eccentricity = Muy = Muz = h Use 4 #6w Ties #3 @8 "c.c. 1.70 in 23.74 in -kips 23.74 in -kips 53 a 4p 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • • INUI BO RAG, NG Steel Column pefia additional computations.ecw:Calculations Rev: 580006 Licensed Copy, Ver 5.6.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Loads General Information Steel Section TS4X4X1 /4 Fy 36.00 ksi Duration Factor 1.330 Column Height 8.580 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X -X Unbraced 8.580 ft Live & Short Term Loads Combined Y -Y Unbraced 8.580 ft Axial Load... Dead Load Live Load Short Term Load Summary Steel Section Capacities... (1) 1.4D Stresses (2) 1.2D + 1.6L .. . Pu = 11900 Biscayne Blvd., Suite # 508 North Miami, fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 DCS Steel Column SC Pu = 5.026 k (3) 1.2D +1.6L +0.8W... Pu = 15.836 k (4) 1.2D +0.5L +1.3W... Pu = 16.573 k Fb:xx : Allow [F1 -6] Fb:xx : Allow [F1 -7] & [F1 -8] fb : xx Actual 9.236 k 3.59 k 3.08 k 8.25 k .85 *Pn : Fb:yy : Allow [F1 -6] 0.00 ksi Fb:yy : Allow [F1 -7] & [F1 -8] 0.00 ksi fb : yy Actual 0.00 ksi Title : Dsgnr: Description : Scope: Factored Load Combinations .... AMC i-11 -1 a & b : (Pu 1 A Fit "iPiij + 13' "(MudpillMn) 1.0 If Pu /phiPn > 0.2, A = 1, B = 8/9; If Pu /phiPn < 0.2, A = 2, B = 1 0.00 ksi 0.00 ksi 0.00 ksi Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 85.870 k Mu -x = 0.000 k -ft Mu -y = 0.000 Mu -x = 0.000 k -ft Mu -y = 0.000 Mu -x = 0.000 k -ft Mu -y = 0.000 Mu -x = 0.000 k -ft Mu -y = 0.000 Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi • 0.9 *Mn -x: 0.9 *Mn -y: X -X Sidesway : Y -Y Sidesway : Kxx Kyy 0.00 ksi 0.00 ksi 0.00 ksi Job # Date: 3:28PM, 30 AUG 04 0.000 in 0.000 in 5.Li of q6 13.419 k -ft 13.419 Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi fa : Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Sway Allowed Sway Allowed Eq. H1 Results = 0.029:1.0 Eq. H1 Results = 0.054:1.0 Eq. H1 Results = 0.092: 1.0 Eq. H1 Results = 0.097:1.0 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 1.000 1.000 • • • W INEFRIG11C. Open Mg !mikes:. , If bil.111/1111E WI Rev: 580006 Licensed Copy, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Steel Column peria additional computations.ecw:Calculations Description Steel Column SC Section Properties Area Rt Depth 4.000 in Weight 12.19 #/ft Thickness 0.250 in Ixx 8.220 in4 Wdth 4.000 in Iyy 8.220 in4 Sxx 4.110 in3 3.59 in2 Syy 4.110 in3 2.000 in Rxx 1.510 in Ryy 1.510 in Section Type = TS Sketch & Diagram Axial DL 3.59k Axial LL = 3.08k Axial ST = 0.256 8.5Bit 11900 Biscayne Blvd., Suite # 508 North Miami, fla 33181 Phone : 305-891-5049 Fax : 305-891-0504 DCS TS4X4X1 /4 Title : Dsgnr: Description : Scope : Job # Date: 3:28PM, 30 AUG 04 Values for LRFD Design.... J 13.500 in4 0.00 4.970 in3 4.970 in3 0.000 Zx Zy 55 ci qc Rem Value Unit Clear Cover 1.5 in Country's Bars US(Imp) kip -in f Min. Main Bar Size 5 kip -in Lij Max. Main Bar Size 11 :y?1 kip i Min. Sec. Bar Size 3 kip -in Max. Sec. Bar Size 3 Arrangement Flex. Reinf. on 2 sides Item Value Unit Ult. Axial Load 50 kip Ult. Mz 23.74 kip -in f Ult. My 23.74 kip -in Lij Ult. Shear 0 kip i Ult. Torsion 0 kip -in Mom. Mag. Y 1 Mom. Mag. Z 1 Item Value Unit Fc 3 ksi ::-'-:+ Fy Main 60 ksi Fy Secondary 60 ksi Item Value Unit Depth 17 in i±j Width 8 in Job Title Column 1 Design c lient Smith & Smith Input Geometry Data Loading Data Material Properties ARBAB ENGINEERING, INC. inforcement Details Print Time /Date: 08/24/2004 13:12 STAAD.etc Release 3.0 Job No Engineer All Arbab Checked Approved File pena computations.etc Sheet No ,Rev Date 08124/04 Date Date Dt/Tm 24-Aug-2004 11:53 Page 1 of 6 1 1 1 Geomet is Data Depth (in) 17.000 Width (in) 8.000 Load Data Axial Load (kip) 50.000 Moment -Z (kip -in) 23.740 Moment - Y(kip -in) 23.740 Design Details Phi 0.700 Steel Area Regd. (in2) 1.360 Reinforcement Details Bar Config. 4 #6 Reinforcement % 1.294 Steel Area Provided (in2) 1.760 Tie bar Config #3 @ 8.0 in c/c Column Capacity Z- Direction Y- Direction PO (kip) 447.912 447.912 Pn Max (kip) 358.330 358.330 P -Ten (kip) - 105.600 - 105.600 P-bal (kip) 152.976 115.488 M -bal (kip -in) 1413.582 514.476 e -bal (in) 9.241 4.455 MO (kip -in) 735.358 296.229 400 200 P -My Interaction Diagram ______ ...... _____ — --., -200 0 1 1 1 1 1 1 100 300 500 700 900 1 1100 200 P -Mz Interaction Diagram 1 1 1 1 1100 1300 1500 -200 0 1 1 I I I 1 1 TI I 100 300 500 700 900 ARBAB ENGINEERING, INC. Job No 5 'q Engineer Ali Arbab Sheet No 2 Date 08/24104 Job Title Column 1 Design • Client Smith & Smith • Output Checked Approved File pena computations.etc Date Rev Date Dtrrm 24-Aug-2004 11:53 Print Time /Date: 08/24/2004 13:12 STAAD.etc Release 3.0 c Page 2 of 6 Client Smith & Smith alculation ARBAB ENGINEERING, INC. Title Column 1 Design Rectangular Concrete Column Design : Pena Residence Design Load Design Load 50.000 / 0.700 Design Moment M% 23.740 / 0.700 Design Moment M 23.740 / 0.700 Set Trial Steel % and Bar ConfK. Bar size Number of Bars Steel Area Computation of Strength & Moment. in Depth Neutral Axis Depth Xb Computation of Strength & Moment front Concrete C 0.85 * Xb * b *p *f = 0.85 * 4.656 * 8.000 *0.850 *3.000 M,= C *(d /2.0 -(0.85 *Xb /2.0) = 80.741 * ( 17.000/2.0- 0.85 *4.656/2.0) Computation of Strength & Moment from one brir Distance between extreme fiber and bar Strain Bar s,= s, ( 1- de/ xb) = 0.003 *(1- 1.875/4.656) Max. Strain s = F / E, = 60.000 / 29000.000 18,1 <t" f, =f Issl /s f = 0.85 * fc = 0.85 * 3.000 C.1= - f,) = 0.440 * (51.967 - 2.550) M,I= C,, *(d /2.0- d /2.0) = 21.744 * ( 17.000/2.0- 1.875/2.0) Total Bar Capacity Cs Capacity of the Column = C. 4 " C. = 80.741 + 19.340 Total Bar Moment Ms Print Time /Date: 08/24/2004 13:12 71.429 Kip 33.914 Kip -in 33.914 Kip -in =6 =4 = 1.294 = 4.656 = 80.741 Kip 1.875 = 0.002 = 0.002 = 51.967 STAAD.etc Release 3.0 Job No Engineer Ali Arbab Checked Approved = 526.518 Kip - = 2.550 Kip = 21.744 Kip = 144.051 Kip -in = 19.340 Kip = 100.081 Kip / in 5_ Sheet No 3 File pena computations.etc Date 08124104 Date Date 'Rev Dtffm 24- Aug -2004 11:53 Page 3 of 6 Client Smith & Smith ARBAB ENGINEERING, INC. Title Column 1 Design Job No S heet No Engineer All Arbab Checked Approved File pena computations.etc ) /in 2.7 alculation, cont... Total Moment = Mc + Ms = 526.518 + 230.753 Computation of Strength & Moment in Breadth Neutral Axis Depth Xb Computation of Strength & Moment from Concrete Cc= 0.85 * Xb * b *13 *fc = 0.85 * 2.764 * 17.000 *0.850 *3.000 Mc= C * ( d /2.0 -(0.85 * Xb / 2.0) = 101.848 * ( 8.000 / 2.0 - 0.85 * 2.764 / 2.0 ) Computation of Strength & Moment front one bar Distance between extreme fiber and bar = 2.764 = 101.848 Kip 1.875 Strain Bar Be s< (1- db/ xn) = 0.003 * ( 1 - 1.875 / 2.764 ) = 0.001 Max. Strain e = F / E. = 60.000 / 29000.000 = 0.002 f,= f / B fc= 0.85 * fc =,t 0.85 * 3.000 C.1 = A„ *(f, -r) 0.440 *(27.983 - 2.550) M,1 =C,1* (d /2.0- db /2.0) = 11.190 * (8.000/2.0- 1.875/2.0) Total Bar Capacity Cs Capacity of the Column = Cc + Cs = 101.848 + - 30.419 Total Bar Moment Ms Computation of distance between bars in Breadth Print Time /Date: 08/24/2004 13:12 = 230.753 Kip -in = 757.271 Kip -in = 287.749 Kip -in = 27.983 = 2.550 Kip = 11.190 Ki = 23.780 Kit = - 30.419 Ki = 71.428 Kit = 634.959 Kip -in Total Moment Mc + M. = 287.749 + 634.959 Bresler Load Contour Equation (Mx/M1)- +(NL /M2). <= 1.0 ( 33.914 / 757.271 ) ( 33.914 / 922.708 )1.240 = 0.038 Computation of Minimum clear distance between bars As per ACI 10 1.5 * Bar dia 1.5 * 1 = 1.125 1.5 *Bar dia < 1.5" = 922.708 Kip -in = 1.5" STAAD.etc Release 3.0 4 Date 08124104 Date Date Rev DUTm 24-Aug-2004 11:53 Page 4 of 6 ay.- ' c • ARBAB ENGINEERING, INC. 0 Title Column 1 Design Client Smith & Smith Job No Sheet No Engineer All Arbab Checked Approved File pena computations.etc • alculation, cont... ( Breadth - 2.0 * Cover - Bardia * ( Number of Bars / 2 ) ) / ( ( Number of Bars / 2) - 1 ) (8.000 -2.0* 1.500 -0.750 *(4/2))/((4/2) - = 3.500 Distance between bars 3.500 is greater than Minimum Clear Distance 1.500 Design of Ties As per ACI 7.10.5 Tie Bar Number 3 Tie bar spacing As per ACI 7.10.5.1 Tie Bar dia * 48 = 48 * 0.375 = 18.000 Main Bar dia * 16 = 16 * 0.750 = 12.000 < least dimension of the column Designed Tie bar spacing = 8.000 Print Time /Date: 08/24/2004 13:12 = 8.000 A11 calculations are based on Pound and Inches * * ** End of report * * ** 5 Date 08124104 Date Date Rev Dt/Tm 24-Aug -2004 11:53 STAAD.etc Release 3.0 Page 5 of 6 Print Time /Date: 08/24/2004 13:12 STAAD.etc Release 3.0 a 2 6 6 Job Title Column 1 Design lient Smith & Smith ARBAB ENGINEERING, INC . --4 4 #6 —B #3 @ 8.00cIc B Job No Sheet No Engineer Ali Arbab Checked Approved File pena computations.etc 1 Date 08/24/04 Rev Date Date Dt/Tm 24-Aug-2004 11:53 Page 6 of 6 Perla Residence ARBAB ENGINEERING, INC. Consulting Engineers 6a a 9, Column Schedule Column Level Roof 1st Floor Above G.B. Elev. Comment TC 1 = E 0 0 75 a) in 0 (0 a) a) 65 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305-891-5049 Fax : 305-891-0504 Loads : Total DL = 2878.33 Lb /ft Total LL = 940.00 Lb /ft See Computer Output : Pena Residence From Roof : From Wall : From Slab : DL = LL = Height = ARBAB ENGINEERING, INC. Consulting Engineers Footing Design Wtrib = 10.00 ft 350.00 Lb /ft 300.00 Lb /ft 10.83 ft DL = 1083.00 Lb /ft LL = 0.00 Lb /ft Wtrib = 16.00 ft DL = 1445.33 Lb /ft LL = 640.00 Lb /ft Footing F -1 Using a Continuous Footing 24" x 12" Use 3 # 5 continuous & # 5 @ 14" c.c. x 18 " Short Way C3 of x 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • [ Output ] < Footing F -1 Design> PROJECT: Footing F -1 Design WALL FOOTING DATA: TYPE TW BF QA PLL PDL PV TV CTR in. ft. psf ( kips /feet ) in. 0 8.00 2.00 2000. 0.94 2.88 0.00 0.00 1 DESIGN DATA: FC FY DMIN DMAX MINS MAXS CLRB CLRT ksi ksi ( inches ) ( inches ) 3.00 60. 12.0 12.0 #5 #5 3.00 3.00 FOOTING SIZE: WIDTH THICK 2'- 0" X 12" WALL FOOTING PARAMETERS: BL BR XBAR CL CR QS QDL ( inches ) in. in. in. psf psf 8 8 0.00 4.00 4.00 1910 1440 TRANSVERSE REINFORCING: #5 @14.0" X 1'- 6" bottom layer LONGITUDINAL REINFORCING: 2 #5 bottom, 2nd layer, continuous QUANTITIES PER LINEAR FOOT OF WALL FOOTING: Reinf. Concr. (lbs) (cu.ft.) 3.47 2.00 End of WALLFOOT As Areq'd d 0.27 0.26 8.69 G U Page 1 of 1 Loads : Total DL = Total LL = See Computer Output : Pena Residence From Roof : From Wall : From Slab : 542.00 Lb /ft 240.00 Lb /ft Wtrib = 0.00 ft DL = LL = Height = 0.00 ft DL = 0.00 Lb /ft LL = 0.00 Lb /ft Wtrib = 6.00 ft DL = LL = ARBAB ENGINEERING, INC. Consulting Engineers Footing Design Footing F -2 ( Monolithic ) 0.00 Lb /ft 0.00 Lb /ft 542.00 Lb /ft 240.00 Lb /ft Using a Continuous Monolithic Footing 16" x 16" Use 2 # 5 continuous & # 5 @ 10" c.c. x 10" Short Way 65 be 9G 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • [ Output ] < Footing F -2 Design> Page 1 of 1 PROJECT: Footing F -2 Design WALL FOOTING DATA: TYPE TW BF QA PLL PDL PV TV CTR in. ft. psf ( kips /feet ) in. 0 8.00 1.33 2000. 0.24 0.54 0.00 0.00 1 DESIGN DATA: FC FY DMIN DMAX MINS MAXS CLRB CLRT ksi ksi ( inches ) ( inches ) 3.00 60. 16.0 16.0 #5 #5 3.00 3.00 FOOTING SIZE: WIDTH THICK 1'- 3" X 16" WALL FOOTING PARAMETERS: BL BR XBAR CL CR QS QDL ( inches ) in. in. in. psf psf 4 4 0.00 4.00 4.00 586 406 TRANSVERSE REINFORCING: As Areq'd d #5 @10.5" X 0' -10" bottom layer 0.35 0.35 12.69 LONGITUDINAL REINFORCING: 2 #5 bottom, 2nd layer, continuous • QUANTITIES PER LINEAR FOOT OF WALL FOOTING: Reinf. Concr. (lbs) (cu.ft.) 3.11 1.77 End of WALLFOOT Loads : Total DL = Total LL = Total = D /T= From Roof : 3.59 kips 3.08 kips 6.67 kips 0.54 See Computer Output : Pena Residence Atrib = ARBAB ENGINEERING, INC. Consulting Engineers Footing Design Footing F -3 ( Square Footing ) 102.57 ft` DL = 3589.95 Ibs LL = 3077.10 lbs Using a Square Footing 30" x 30" Use 3 # 5 Each Way Bottom 7 e6 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • [ Output ] < Footing F -3> Page 1 of 1 Job Descr: Footing F -3 ** *INPUT DATA * ** SOIL: 2.00 ksf FC: 3.00 ksi FY: 60.00 ksi Balancing pressure: 1.709 ksf ** *DESIGN RESULTS * ** NUM WIDTH THICK AST DEAD LIVE TOTAL PRES COL -B COL -T feet in sq in kips kips kips ksf in in 3 2.00 12.0 0.40 3.8 3.1 6.9 1.72 6.0 6.0 < 2 # 5 @ 18.00 "> * *WARNING ** Insufficient development length available for footing (distance from footing edge to column is less than 15" or 375 mm) Footings designed: 1 End of SQFOOT BARMIN: 5 BARMAX: 5 SPAMIN: 12.00 inches SPAMAX: 12.00 inches Mark Width ( in) Depth (in) Reinforcing Remarks Top Bottom F -1 24.00 12.00 - # 5 @ 14 " c.c. 3 # 5 Continuous F -2 16.00 16.00 - # 5 @ 10" c.c. 2 # 5 Continuous ( Monolithic ) F -3 30.00 30.00 - 3 # 5 Square Footing Pena Residence ARBAB ENGINEERING, INC. Consulting Engineers Footing Schedule 7o � -7C 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305- 891 -0504 Loads : Total DL = Total LL = From Roof : From Wall : From Slab : Pena Residence ARBAB ENGINEERING, INC. Consulting Engineers Footing Check Checking Existing Footing Under New superimposed Load Condition 3.59 Lb /ft 1.40 Lb /ft Wtrib = 20.00 ft DL = 0.70 Lb /ft LL = 0.60 Lb /ft Height = 10.83 ft DL = 1.08 Lb /ft LL = 0.00 Lb /ft Wtrib = 20.00 ft DL = 1.81 Lb /ft LL = 0.80 Lb /ft .SIOk__FNT .Ji:AJ. / Existing Footing Checking Continuous Footing 16" x 16" ( Monolithic ) See Computer Output : Footing Must have 2 # 5 continuous & # 5 @ 10" c.c. x 10" Short Way Minimum 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305- 891 -5049 Fax : 305 - 891 -0504 • 7 / o f= le [ Output ] < Checking Existing Footing> Page 1 of 1 PROJECT: Checking Existing Footing WALL FOOTING DATA: TYPE TW BF QA PLL PDL PV TV CTR in. ft. psf ( kips /feet ) in. 0 8.00 1.33 2000. 1.40 3.59 0.00 0.00 1 DESIGN DATA: FC FY DMIN DMAX MINS MAXS CLRB CLRT ksi ksi ( inches ) ( inches ) 3.00 60. 16.0 16.0 #5 #5 3.00 3.00 FOOTING SIZE: WIDTH THICK 1'- 3" X 16" WALL FOOTING PARAMETERS: BL BR XBAR CL CR QS QDL ( inches ) in. in. in. psf psf 4 4 0.00 4.00 4.00 3751 2699 TRANSVERSE REINFORCING: As Areq'd d #5 @10.5" X 0' -10" bottom layer 0.35 0.35 12.69 LONGITUDINAL REINFORCING: 2 #5 bottom, 2nd layer, continuous QUANTITIES PER LINEAR FOOT OF WALL FOOTING: Reinf. Concr. (lbs) (cu.ft.) 3.11 1.77 End of WALLFOOT sEcT 0\ EXIST. COLUMN EXIST. FOOTING ... ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 Sheet No. Project: Drawn By Date: File: Varies ADD (4) # 5 TOP & BOT. EA. SIDE & DRILL & EPDXY 6" MIN. EMBEDMENT OF Perna Residence Connection to Existing Footing 08/24/04 / /penaresidence /draw /connection Loads : Checking Reinforcing : D.4.1.1 Pena Residence ARBAB ENGINEERING, INC. Consulting Engineers Connection Design to Existing Footing 1 Id >h i is7yr.. SECTION Span = Footing Height = Load = Max. Moment = 15477.76 ft-Ibs Tension Force = 5804.16 Ibs Shear Force = 4920.08 Ibs Checking Bonding Agent and Embedment : IpN > N„ (D -1 ) g >Vu (D -2) 12.58 ft 16.00 in 782.00 Ibs /ft EXIST. COLUMN EXIST. FORTING i ��:OA" `Varie9 ��J / 3 I1i:: f kcr Using 5/8" Rebar N° of bar in one Bed = 3 Bars Diameter = 5/8 in Fy = 60000.00 psi Area = 0.31 in Allowable Shear Stress = 24000.00 psi Allowable Tension Stress = 54000.00 psi Acting Shear Stress = 16036.98 psi OK!! Acting Tension Stress = 18918.62 psi OK!! Embedment = 6.00 in fc ( Non - Shrink Grout) = 5000.00 psi Spacing Between Bars = 12.00 in ADD (4) # 5 TOP & BOT EA. SIDE & DRILL & EPDXY G" MIN. EMBEDMENT ( Worst Case ) ( estimated ) ( Estimated ) 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 D.4.4 ( Strength Reduction Factors ) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Note : 1) 2) 3) Will Use Condition B So = Pena Residence Nu = 1934.72 Ibs Vu = 820.01 Ibs i) Shear Loads : ii) Tension Loads : ( Hooked Bolts ) Condition A applies where t supplementary reinforcement Condition B applies where such Strength Reduction Factors are 0.70 0.70 ARBAB ENGINEERING, INC. Consulting Engineers Condition A 0.75 0.75 ( Per Bar ) ( Per Bar ) he potential concrete failure surface are crossed by supplementary reinforcement is not provided for Service Loads ( For Shear ) ( For Tension ) Condition B 0.70 0.70 TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N = n Ase Fut (D -3 ) n = Number of Anchors Ase = Effective cross section area of an Anchor Fut = Shall not be greater than 1.9 Fy or 125 ksi 1 N = 27.61 kips 1 n =1 Ase = 0.31 in ( For 5/8" Rebar ) Fut = 90.00 ksi 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers D.5.2.1 Nominal Concrete breakout Strength Ncb or N cbg of an anchor or group of anchor in tension shall not exceed : For a single anchor : Pena Residence Ncb = ( An / Ano ) 4 '2 41 3 Nb A = 9 h h Length of Emb. A = From Fig. RD.5.2.1(b) ACI 318 -02 / 413 N b = k ' f'c heti k = 24 Cast in place anchors k = 17 Post Installed anchors = 1 if Cmin > 1.5 het Cmin = Min. Edge distance of Bolt Cmin = 4.68 <1.5h `I "2= 0.7 +(0.3 / 1.5hef) "2 = 0.855833 4 1.25 `II3 = 1.40 hef = 6.00 in Ano = 324.00 in An = 246.15 in `I'2 = 0.855833 'I'3 = 1.40 fc = 3000.00 psi N b = 13.68 kips Ncb = 12.46 kips I NPn = 4.75 kips (D - 4 ) Cast in place anchors Post Installed anchors D.5.3.1 The Nominal Pullout Strength N of an anchor in tension shall not exceed : Npn = 'I'4Np ( - ) N 0.9f' (D -14) 3 d e < 4.5 d 1 ( worst case for section cracked ) do= 5/8 in eh = 4.5 d 2.81 in N 4.75 kips - 75 a 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 Pena Residence I SONn= 3.32 kips I D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: V = 0.6 n A F (D - 18 ) n = Number of Anchors A = Effective cross section area of an Anchor F = Shall not be greater than 1.9 Fy or 125 ksi n= 1 Ase = F = V = 16.57 kips 1 D.6.2.1 Nominal Concrete breakout Strength V or V of an anchor or group of anchor in shear shall not exceed : For a single anchor : ( Shear Perpendicular to the edge ) Vcb = (A / Avo ) "6 Vb A„o= 4.5c12 (D -22) c = edge distance A = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 Vb = 7 (I/ do )0.2 v dofc (c1) 'I' 1 = 0 . 7 +0.3(c ) `I'6 = 1 q'7 = 1 c = A = A = do = fc = Vb ARBAB ENGINEERING, INC. Consulting Engineers SHEAR 0.31 in2 ( For 5/8" Rebar ) 90.00 ksi 4.68 in 98.35 in 84.15 in 0.625 in 5000.00 psi 4.35 kips VCb = 3.72 kips 1 (D-20) Worst case ( D -23 ) ifc2 >1.5c ifc <1.5c 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 • • ARBAB ENGINEERING, INC. Consulting Engineers • D.6.3.1 The Nominal Pryout Strength V of an anchor in shear shall not exceed : V = KcpNcb (D -28 ) Pena Residence Ncb = ( / Ano) ' 11 3 Nb ( -4 ) K = 2 ( for h > 2.5 in ) N = 12.46 kips 1 V = 24.91 kips 1 2.60 kips D.7.3 Interaction of tensile and shear forces N„ V„ coN + cpV < 1.2 1934.72 + 820.01 0.9 OK!! 3322.3 2602.53 D.8.1 Minimum Distance center to center 4 d = 2.50 in OK!! D.8.2 Minimum Edge Distance 6 d = 3.75 in OK!! - a e- 74 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305- 891 -0504 • MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTA, NVTAS, NVBH, NVUH & NVRT. • APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 3, titled "NVTA and NVTAS Anchors; NVBH 24and NVUH 26 Hangers & NVRT Flat and Twisted Rafter Ties," dated 02/13/03 with last revision on 07/07/03, prepared by Nu -Vue Industries; Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Approval 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 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 rioted 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 cntire 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 ] as well as approval document mentioned above. The submitted documentation was reviewed by Candi -K Font PE. • NOA No: 03- 0327.14 Expiration Date: August 21, 2008 Approval Date: August 21, 2003 Page 1 • • Nu -Vue Industries, Inc. A 1. B TEST Test reports on sealed by C. R. Report No. 1. PT 02 -4073 2. PT 02 -4075 3. PT 02 -4074 4. PT 02 -3938 5. PT 03 -4177 6. PT 03 -4202 7. PT 03 -4271 8. PT 03 -4270 9. PT 02 -4095 10. PT 02 -4096 11. 31- 22456.0002 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED For File ONLY. Not part of NOA) DRAWINGS Drawings prepared by Nu -Vue Industries, Inc., titled "NVTA and NVTAS Truss Anchors; NVBH24 and NVUH26 Hangers & NVRT Flat and Twisted Rafter Ties ", drawing No. NU -2, sheetsl through 3, dated 02/13/03 with last revision on 07/07/03, signed and sealed by V. N. Tolat, PE. C CALCULATIONS Report of Design Capacities Product Model 1. NVBM24 2 NVRT 3. NVTA & NVTAS 4. NVTA & NVTAS 5. NVRT wood connectors per ASTM D1761 by Product Testing, Inc., signed and Caudel, PE & S. E. Black, PE. Wood Connector NVTA NVTA NVTA NVTA NVRT36 NVRT36 -T NVRT36 -T NVRT24 -T NVUH26 NVBH24 NVTA & NVTAS prepared by V. N. No. of Pages 7 through 8 9 through 14 1 through 6 1 through 14 15 through 15 D STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat PE. on 03/26/03 signed and sealed by V. N. Tolat, PE. E - 1 Direction Upward Upward Upward Upward Upward Upward Upward Upward Up & Downward Up &Downward Lateral Tolat, PE Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 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 Signature V. N. Tolat, PE V. N. Tolat PE. V. N. Tolat, PE V. N. Tolat, PE V. N. Tolat, PE Candido F. Font PE. Sr. Product Control Examiner NOA No 03- 0327.14 Expiration Date: August 21, 2008 Approval Date: August 21, 2003 H Length (in) yV Product Code Gouge seat Gauge strap Fastene 104 x 1.5 Maximum Allowable Load (lbs) Uplift Lt L2 16 NVTA - 16 NVTAS 212 20 14 8 940 250 • _ 300 3 136 333 565 7 976 520 630 054 • 250 / 9 1153 18 NVTA -18 NVTAS 214 20 14 902 • 117 520 r 630 1 4 20 NVTA-20 NVTAS 216 20 14 NVTA -18 NVTAS 214 520 '• 830 - 250 22 NVTA -22 NVTAS 218 20 14 IIIIMIIII IIIINDlt 520 - 630 24 NVTA -24 NVTAS 220 20 14 NKI ♦ 520 ' 630 NVTAS 216 ®I 14 26 NVTA -28 NVTAS 222 20 14 �R� SIF.•]• 520 • 830 12 iIIIFii 28 NVTA -28 NVTAS 224 20 14 11 1046 • 520 630 22 ill IIIMIIIMIMIIIIMMIrtk 20 30 NVTA -30 NVTAS 228 20 14 ii 1161 520 - 630 13 1 2 jjy� 13 38 NVTA -36 NVTAS 232 20 14 520 / 630 24 . NVTA -24 NVTAS 220 1167 48 NVTA -48 NVTAS 244 20 14 MEM to MIN ne 520 . 630 ilQilili.. �iffi H (In) Product Code Gauge seat Gouge strap Fasteners 10d or 16d Maximum Allowable Load Ohs) Uplift 10d ar to Lt hod w 164 L2 10d or 16d 5 696 v e eoe • 16 • NVTA -16 NVTAS 212 20 14 7 054 • 250 / 500 e 902 • e' 961 • 18 _ NVTA -18 NVTAS 214 20 14 250 500 ii•i'•ll0 i 20 NVTA -20 NVTAS 216 20 14 11 1• • • 250 500 12 1096 • 11 1046 • 22 NVTA - 22 NVTAS 218 20 14 12 1006 • 250 500 13 1145 . 11 1648 • 24 . NVTA -24 NVTAS 220 20 14 1004 • 250 500 i 1145 • 14 n • II 26' NV1A - 26 NVTAS 222 20 14 "' 11161 250 500 4 15 28' NVTA -28 NVTAS 224 20 14 1 �= 250 500 14 • 30 NVTA -30 NVTAS 226 20 14 250 500 13 1145 • 14 1193 • 15 16 • 36 NVTA -36 NVTAS 232 20 14 ® 46 250 500 13 t4 11 i[ `T � 48 ' NVTA - 48 NVTAS 244 20 14 250 500 13 H45 • 14 1193 • • • General Notas: TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 1. Steel shall conform to ASTM A653, structural grade 33 (Alin. yield 33 ksi) and ' o minimum galvanized coating of G 60 per ASTA A525. 2. Allowable loads are based on National DCIng epecincatlone (NOS) for wood • construction, 1997 Edition. 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other specks shall be odssted accordingly. 4. Hall values are based on N05 table 12.3F. 6-0.55 and hove been reduced for Penetrolon Depth factor Cd. 5. Allowable loads for wind uplift have already been vnareceed by o duration factor of 311 for mchor+nalls. This increase Is not allowed for sleet stress If - dead load and wind loads are combined. 6. when two anchors are used, one on each side of tha rafter, the load is twice the tabulated value. 7. Allowable hods far more than one direction far a :Ingle connection cannot be added together. A design load which can be divided Into components In the directions given must be evaluated as follows: A a + ] ° s .'�1 �waat.� h 1.0 10. A11 tuts how been conducted 21 accordance with ASTN 0 -1761. NVTA H ►, MIN 4 EMS. NVTAS 1• 8. Allowable loads are based on 1 ;• thick wood members unless otherwise noted. Appraed as comp*. with tie 37a113s13 a �r 9. All Us beans and grouted concrete masonry shall comply with Chapter 21 of Due -1 RC. Concrete for Us beams and grout and mortar for concrete masonry shall ••• NOAs be a mkn. of 2500 psi. Concrete masonry small comply with ASTM C90. taunt Dade . Cots/ Dlvleke with Seat NVTAS r / `:9 � 0,R elnforeementa Requked W rit Parallel L1 t0 wall Perpendicular to wall L2 VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 TABLE 2 �• - Concrete Tie Beam or Tie Beam formed with concrete titled masonry Nu-Vue L.Ite InduStties.fac 1053 -1059 Bast 29 Street 16ateah, Florida 33015 (305) 694-0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG r NU -2 Sheet: 1 of 3 4 2} Date: P. 13, 2003 0 0 O 1 1" 2} 1 O -'- -y Holes Dia. tr NVTA, NVTAS Revisions: Mr 7, 2003 3ZI5 PRODUCT CODE aonro FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) P9 L13OV3H P9 Ivor DOWNWARD GRAVITY LOADS IGO% WIND UPUFT LOAD 133% 2x4 14143H24 18 12 6 1113 384 3Z1S PRODUCT CODE f l GAUGE 1 FASTENER SCHEDULE ALLOWABLE LOADS (Ibe.) P91 U30V3H P01 imp DOWNWARD GRAVITY LOADS 100X VANo UPUFT LOAD 133X 2x6 NVUH26 14 20 10 2233 1213 • • • Notes: TABLE 3 NVBH 24 BUTTERFLY HANGER 1. Use al specified fasteners In schedule to achieve values Indicated. 2. Values ore boxed on 11' header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span UPUFT 2r , DOWNWARD LOAD Approved a wmpll asMaktb Ronde BsiJle Ito NOM fdles,i Dh Notes: 1. Use all specfed fasteners in echedule to achieve values indicated. 2. Values are based on 3" header thickness and I }' Joist thickness. 3. See General Notes, Shat 1. TABLE 4 NVUH 26 JOIST HANGER VIPIN N. TOLAT, PE (CIVIL) PL. REG. # 12847 SYMM.© Mid Span UPUFT N u Nue industries, last. DWG if: NU - 2 DOWNWARD LOAD 1053 -1069 East 29 Sheet Hieleeh, F1ai a 39013 (306) 894-0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS Sheet: 2 oi 3 Date: APB. 19. 2003 Revisions: lets 9, Len th g (in) Product Code Gou a g No. of 16d nails to Wood Framing No. of ," diameter Topcons to Concrete Maximum Uplift Load (Ibs) 12 NVRT -12 14 3 3 454 4 3 ,2$ 16 NVRT -16 14 4 3 528 5 4 'tb4 6 4 164 18 NVRT -18 14 5 4 1o4 6 4 104 7 5 AAO 20 NVRT -20 14 6 4 1r4 7 5 ARC 8 5 138 22 NVRT -22 14 7 5 R90 8 5 ft130 9 5 A90 24 NVRT -24 14 7 5 At3D 8 5 880 9 s rtao 30 NVRT -30 14 7 5 150 8 5 AAO 9 5 Ekflo 36 NVRT -36 14 7 5 1 8 5 1390 9 5 880 48 NVRT -48 14 7 5 88 0 8 5 88o 9 5 880 Length (in) Product Code Gauge 16d Fasteners Maximum Up ift Load (Ibs) TOTAL memjh• Flat Ties Twisted lies 12 NVRT -12 14 6 3 454 454 5 4 605 605 16 NV1IT -16 14 8 4 605 605 10 5 756 756 12 6 907 907 18 NVRT -18 14 10 5 756 756 12 6 907 907 14 7 1059 1059 20 NV11T -20 14 12 6 907 907 14 7 1059 1059 16 8 1135 1125 22 NVRT -22 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 24 NVRT -24 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 30 NVRT -30 14 14 7 1059 1059 16 8 1135 1125 15 9 1135 1125 36 NVRT -38 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 48 NVRT -48 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 • TABLE 5 NVRT Flat and Twisted Rafter Ties Notes: 1. Specify 'F' for Flat and 'T' for Twisted when ordering. 2. Fastener values ore based on minimum 1r thick wood members. 3. • Indicotes no. of nags In each connected wood member. 4. See General Notes, sheet 1. LENGTH HALF HALF Connected Connected to truss 1 to wall UPUFT • S } R r ,, 2 " Mn � edge distance Reinforcement required Tle Beam formed with concrete filled masonary or concrete tie beam TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Notes: 1. ITW topcons shall be embedded o minimum of 1i" Into concrete tiebeom or tiebeam formed with concrete filled masonry. ITW topcons shall hove a min. edge distance of 23" and minimum spacing of 13 as shown. 2. See General Notes, sheet 1. 16d }" Topcons Spacing of Tapcons VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 Appnrs J es war rI teg with the fbrki3 Ew.3iag ed. bets NOAH hus.iDede 6'wbel Ohlelso DWG #: NU-2 Sheet: 3 of 3 14" Date: PPE. 13, 2003 . i" — O O NVR--44--- Anchor Holes dia. {}" N u a1 ue Indust ie% Inc. • 1 13 " 1063 -1059 East 29 Street 16alesh, Florida 33013 (305) 694-0397 PAY' (306) 694 -0396 NVRT FLAT AND TWISTED RAFTER TIES Revisions: lab 7. 2003 • • MIA M I•DADE 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 Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, 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 -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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTP, NVHTA, NVSTA & NVHC. APPROVAL DOCUMENT: Drawing No. NU -1, sheets 1 through 2, titled "Truss Anchors and 5 -Way Clip & Truss and Top Plate Anchors," with no revisions, dated 05/29/00, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Renewal 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 renews NOA# 00 -0327.03 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 03 0224.10 Expiration Date: May 22, 2008 Approval Date: April 17, 2003 Page 1 • Nu -Vue Industries, Inc. A 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) DRAWINGS Drawings prepared by Nu -Vue Industries, Inc., titled "Truss and Top Plate Anchors" and "Truss Anchors and 5 -Way Clip ", drawing No. NU -1, sheetsl and 2, dated 05/29/2000 with no revisions, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM sealed by P. G. Read, PE. Report No. Wood Connector 1. 03697.0001 NVSA44 2. 03697.0001 NVHC 3. 03697.0001 NVBH24 4. 03697.000 NVHTA Test reports on wood connectors per ASTM sealed by F. Grate, PE. Report No. Wood Connector 1. 6EM -1364 NVTP4 C CALCULATIONS Report of Design Capacities Product Model 1. NVHTA 2 NVBH 3. NVSA 4. NVHC 5. NVTP prepared by V. N. Tolat • No. of Pages 2 through 4 5 through 5 7 through 7 6 through 6 1 through 1 D1761 by Atec Associates, Inc. Direction Down Lateral & Uplift Down & Up Lateral & Uplift D1761 by QCM Metallurgical, E - 1 Direction Uplift Date 12/06/96 12/06/96 12/06/96 12/06/96 12/06/96 1 9 e , signed and Date 11/27/96 11/27/96 11/27/96 11/27/96 Inc. signed and Date 07/17/96 Signature V. N. Tolat, PE V. N. Tolat PE. V. N. Tolat, PE V. N. Tolat, PE V. N. Tolat, PE. D STATEMENTS . 1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18/96 signed and sealed by V. N. Tolat, PE. 2. No change letter issued by Nu -Vue Industries, Inc. on 03/17/03 and signed by M. R. Guardado. Candid() F. Font PE. Sr. Product Control Examiner NOA No 03-0224.10 Expiration Date: May 22, 2008 Approval Date: April 17, 2003 product Code Strap Gauge Dimension H Fastener 10d' Uplift Lbs. Fastener 16(1' Uplift Lbs. Fastener 10d x 11' L1 Lbs. L2 Lbs. NVHTA 8 14 8" 8 1935 8 2028 6 1617 1943 NVHTA 10 14 10" 10 2133 10 2133 6 1617 1943 NVHTA 12 14 12" 12* 2133 12* 2133 6 1617 1943 NVHTA 14 14 14" 14* 2133 14* 2133 6 1617 1943 NVHTA 16 14 16" 18* 2133 18* 2133 6 1617 1943 NVHTA 18 14 18" 20* 2133 20* 2133 6 1617 1943 NVHTA 20 14 20" 22* 2133 22* 2133 6 1617 1943 NVHTA 22 14 22" 24* 2133 24* 2133 6 1617 1943 Fastener 8d Uplift Lbs. Fastener 10d Uplift Lbs. 6 800 6 968 8 1067 8 1200 10 1200 10 1200 12 1200 12 1200 Product Code Lumber Size Plate Gauge Dimensions A B NVTP4 2x4 20 3 - 5/8" 7 - 3/16" NVTP6 2x6 20 5 - 5/8" 8" NVTP8 2x8 20 7 - 3/8" 8 - 3/16" NVTP4H 2x4 18 3 - 5/8" 7 - 3/16" NVTP6H 2x6 18 5 - 5/8" 8" NVTF8H 2x8 18 7 - 3/8" 8 - 3/16" Top Plate Anchors. They are designed to anchor top and bottom wood plates to wood studs. • 1) Minimum Nail Penetration 10d = 1.776" & 1.572" GENERAL NOTES: a) The approved products shall be made of galvanized steel conforming to ASTM A653 structural quality Grade 33 (min. yield 33 ksi ) and a minimum coating of G90 according to ASTM A525. b) Allowable Loads are based on National Design Specifications for wood construction 1991 Edition & 1993 Errata. c) Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species or conditions shall be adjusted accordingly. d) Fasteners are common wire nails, lag screws or bolts for single shear as showed and noted on the approval. e) All tests were conducted in accordance with ASTM D -1761. 1) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no other increase is allowed. • • Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. - 1) Minimum embedment into concrete 4 ". 2) * number of fasteners can be reduced to 10 without lowering anchor capacity. 3) 3 Total number of fastener in both straps. 4) 4 Total number of fastener in seat 5) Nails are necessary in straps and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip ( sheet 2) for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. APPROVED AS COMPLYING WRN TNt SOUTH FLORIDA OUELDING CODE DAT BY PR09UCT CONTROL DIVISION BUILDING COOS COMPLIANCE b ACCEPTAACE NO. 2 0 VIEW N. TOLAT, P.E. (CW) FL 103G. 912847 UPLIFT PRODUCT RENEWED oe map:ring ,,Ia d:e Florida t31=. •ii:5c Miami Dade Product Divided 10 Nu -Vue Industries, Inc. 1053 -1059 Fast 29 Street HGsleab, Florida 33013 (305) 694-0397 Fax: (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet 1 of 2 Date: May 29, 2,000 Reviriana: Product Code Strap Gauge Dimension H Fastener 10d' Uplift Lbs. Fastener 16d' Uplift Lbs. Fastener 10d x 11 LI Lbs. L2 Lbs. NVSTA 8 14 8" 5 1221 5 1221 6 1671 1541 NVSTA 10 14 10" 6* 1221 6 1221 6 1671 1541 NVSTA 12 14 12" 7* 1221 7 1221 6 1671 1541 NVSTA 14 14 14" 9* 1221 9 1221 6 1671 1541 NVSTA 16 14 16" 9* 1221 9 1221 6 1671 1541 NVSTA 18 14 18" 10* 1221 10 1221 6 1671 1541 NVSTA20 14 20" 11* 1221 11 1221 6 1671 1541 NVSTA 22 14 22" 12* 1221 12 1221 6 1671 1541 Product Code Description Fastener Header Joist Allowable Loads Uplift LI L2 NVHC 37 5 way Clip 16 - 8d or 16 -10d or 16 -6d 12 - 8d or 12 -10d or 12 -6d 710 560 730 • Deep Seat Truss Anchor. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT 4,00wrt T russ Rata ift tovtl to transfer uplift to bottom cord. r_ 1) Minimum embedment into concrete 4 ". 2) * number of fasteners can be reduced to 5 without lowering anchor capacity. 3) 3 Total number of fastener in strap. 4) 4 Total number of fastener in scat. 5) Nails are necessary in strap and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip for combined loading. 7) Nails through chords shall not force the thus plate on the opposite side. • • Fiveway Grip Clip (520). They are designed from 18 gauge steel to secure rafter and trusses to wall studs or top plates and wall studs to sill plates. 4. APPROVED AS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE 2.000 DA BY PRODUCT CONTROL DIVISION BUILDING •CODE COMPLIANCE OFFICE 4CCEPIANCE N0. X2'223 7 3. Q 3. 2) For General Notes see Sheet 1. VIPIN N. TOLAT, P.E. (CWIL ) K. REG. # 12847 0 N u - Vue IDdasciet,Iaa DWG #: NU -1 Sheet 2 of 2 Date. May 29, 2,000 1) Combined load of Uplift with LI or Uplift with L2 must satisfy the following equation: Actual Uplift Actual Ll or L2 + < =1.0 Allowable Uplift Allowable LI or L2 L2 PRODUCT MEWED c:c:. ^_eyteg nth the Florid■ Out" C` 0 4.1 AcRaax:� 22 PR MW Dada Prolad Ceetra` Midge TRUSS ANCHORS AND 5 CLIP L1 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 Fax: (305) 694 -0398 Revisions: MIAMI•DAI71= PRODUCT CONTROL NOTICE OF ACCEPTANCE Hilti, Inc. 5400 S. 122nd E. Ave. Tulsa ,OK 74146 The expense of such testing will be incurred by the manufacturer. APPROVED: 12/13/2001 6 Th MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375 -2908 I'RoIUCr CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Hilti Kwik Bolt - II Concrete Expansion Anchors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCC() that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 1001.03 EXPIRES: 11/04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \s0450001 \pc2000\ \templates \notice acceptance cover page.dot Internet mall address: po stmastcrQ ,buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Hilti, Inc. ACCEPTANCE NO: 01- 1001.03 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0901.13 which was issued on 01/20/99. It approves concrete anchors as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the allowable load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Hilti Kwik Bolt II shall be fabricated and used in strict compliance with the following documents: Drawing No. 543- 003 -A, titled "Hilti Kwik Bolt I1 Mechanical Expansion Anchor for concrete and Masonry Elements ", prepared by Hilti, Inc. dated 11/12/98 with no revisions, sheet 1 of I, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for 3000 psi compressive strength Concrete and Grout Filled Concrete blocks per ASTM C90. 4. INSTALLATION 4.1 The concrete anchor shall be installed in strict compliance with the installation instructions published by Hilti, Inc. 5. LABELING 5.1 Each concrete anchors shall have a mark identifying the manufacturer and each box of anchors shall have a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. -2- APPROVED: DEC 1 3 2CU EXPIRES: 11/04/2006 Candido Font, PE, Sr. Product Control Examiner Product Control Division Hilti, Inc. • • T1 6.r r6 ACCEPTANCE NO: 01- 1003.01 APPROVED: DEC 1 3 2001 EXPIRES: 11/04/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion atilt Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- • Hilti, Inc. • C CALCULATIONS: N/A • D MATERIAL CERTIFICATIONS: N/A El ACCEPTANCE NO: 01- 1001.03 APPROVED: DEC 1 3 2001 EXPIRES: 11/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) b R6 A DRAWINGS: 1. Drawings prepared by Hilti, Inc, titled "Hilti Kwik Bolt II Mechanical Expansion Anchor for Concrete and Masonry Elements ", Drawing No: 543- 003 -A, dated 11/12/98, sheet 1 of 1, with no revisions, signed and sealed by T. E. Lunn, PE. B TEST: 1. Test Report on Corrosion testing of fasteners prepared by Center for Applied Engineering, Inc., Job Number 257322 -PS, dated 07/10/95 and signed by D. M. Moyer. 2. Test Report on Static Tension and Shear prepared by Southwest Inspection & Testing, Test report NO. QA8001 B, dated 06/19/98, signcd and sealed by R. L. Hess, PE. E STATEMENTS: 1. Letter of No financial Interest, prepared by Hilti, Inc., issued on 08/13/97, signcd by T. Lippert and notarized on 08/15/97. 2. Letter of No change issued by Hilti, Inc., on 11/15/2001 and signed by T. Haanen. Candido Font, PE, Sr. Product Control Examiner Product Control Division • • • DESCRIPTION : HILTI Kwik Bolt II is a stud type expansion anchor with o single piece wedge which expands in concrete and CMU when torque is applied. They are supplied with o nut and washer. DESIGN VALUES : Dio. Min. Embed. (in.) (in) 1/4 2 3/8 2 -1/2 1/2 3 -1/2 5/8 4 3/4 4 -3/4 1 6 GENERAL NOTES : r MATERIAL CHARACTERISTICS: Carbon steel studs conform to ASTM A510 with chemical composition of AISI 1038. Wedges arer manufactured from AISI 1010 carbon steel. Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements of ANSI B18.2.2. Washers are made from carbon steel conforming to SAE 1005 -1033 and meeting dimensional requirements of ANSI 18.22.1 Type A plain. 3000 psi CMU Grouted Tension Shear Tension Shear 587 544 - - 1154 1311 753 1288 2041 1962 1117 2268 2925 3826 1629 2850 3687 5782 - - 5460 10379 - - 1) Design values in pounds are equal to ultimate load divided by 4. 2) Edge distance shall be 1.5 times the minimum embedment and center to center distance shall be 2.0 times the minimum embedment. 3) Anchor installation shall be mode in accordance with Hilti's published instal— lation instructions in the Product Technical Guide. APPROVES M COMPi11U6 WHO THE SOUTH FLORIDA DRUMLIN an DATE DEC 1 j 2001 ET PRODCC1 ‘, i0L C31I ;1011 BUILDIN3 CODE COMPLIANCE OFRCE ACCEPIANCE NO.Ot- 10c11.0 3 0. ENGINEERING r.6 R.s cola 1A Iaa9Rer 1. NRS 301 00R71 1.41.6 66A®. lL 33406 ,� Wt (991) 926 -9169 PAX (601) 696_44617 61 D6LLR: t.h 6t.,n1t F" MAMMA 6504 50119 4 1‘/\ N HILTI, INC. PO BOX 21148 TULSA, OK 74121 HILTI KW1K BOLT II MECHANICAL EXPANSION ANCHOR FOR CONCRETE AND MASONRY ELEMENTS REVISION DATE: DATE: 11 -12 -98 DRAWING 543 -003 -A SCALE: 1" = 1" SHEET NO. 1 OF 1 FOR OFFICE USE APFROVVED AS COMPLYING w:TH THE SOUTH FLORIDA BUILD= COCE 1954 3 r --- PRCDUCT COL, AOI 015 S 0. ". BUILDING CODE C041PL,ANCE OFFICE ACCEPTANCE NO.941'0101' (3 • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) atdo' 11IIAM1 -DADE COUNTY, FLORIDA METRO -DADE FT.AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 United Steel Products Co. 703 Rogers Drive. Montgomery, MN 56069 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 thc 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors EHUH & UH Series. APPROVAL DOCUMENT: Drawing No.MD0603A, titled "EHUH SERIES & UH SERIES" sheet ] & 2, with no revisions, dated 06/09/03, prepared by United Steel Products Company signed and sealed by R. W. Lutz, PE, bearing the Miami -Dade County Product Control Approval 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 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 #00- 0822.01 and consists of this page 1, evidence page & approval document mentioned above. The submitted documentation was reviewed by Candi Font PE. /o72- 3 NOA No: 03- 0611.05 Expiration Date: August 21, 2008 Approval Date: October 2, 2003 Page 1 • • • United Steel Products Company. A 1.. B TEST Test reports on wood Caudel, PE. Report No. 1. PT # 96 -0904 2 PT # 96 -0905 3 PT #96 -0907 2. PT # 96 -0901 3. PT # 96 -0902 4. PT # 96 -0903 5. PT # 96 -0908A 5. PT # 96 -1009A 6 PT # 96 -1015 NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawings prepared by United Steel Products Company, titled "EHUH SERIES & UH SERIES ", Drawing No. MD0603A, sheets No. 1 & 2, datcd 06/09/03 with no revisions, signed and sealed by R. W. Lutz, PE. connectors per ASTM D1761 by Kleinfelder, signed and sealed by C. R. Wood Connector UH 26 UH 28 UH 210 ST 201 ST 201 ST2 -202 EHUH 26 EHUH 28 EHUH 210 C CALCULATIONS Report of Design Capacities prepared for Hughes Manufacturing., Inc. Product Model 1. EHUH Series 2 UH Series 3 ST Series No. of Pages 1 through 24 1 through 27 1 through 15 Date 02/28/96 12/15/96 12/15/96 Direction Down & Up Down & Up Down & Up Down & Up Down & Up Down &Up Down & Up Down & Up Down & Up Date 09/30/96 09/30/96 10/02/96 09/30/96 11/05/96 11/06/96 11/06/96 01/29/97 03/04/97 Signature T. F. Devening, PE T. F. Devening, PE. T. F. Devening, PE D STATEMENTS 1. No Change letter issued by United Steel Products Company. on 04/26/00 and signed by R. C. Brunson. 2. No interest letter issued by Thomas F. Devening Consulting Engineer, on 01/28/97, signed and sealed by T. F. Devening, PE. 3. Certificate of Merger between Hughes Manufacturing Inc. and United Steel Products Co. by The Secretary of the State of Minnesota, on 02/14/2000 E -1 C : ndido F. Font PE. Sr. Product Control Examiner NOA No 03- 0611.05 Expiration Date: August 21, 2008 Approval Date: October 2, 2003 PRODUCT CODE JOIST SIZE DIMENSIONS FASTENER DESIGN LOADS W H A HEADER JOIST DOWN UPLIFT EHUH26 2X6 1 5/8 5 1/4 3 1/2 20 -16d 10 -10d X 1 1/2 2385 1200 EHUH26N 2X6 1 5/8 5 1/4 3 1/2 20 -HN20A 10 -HN20A 3160 1730 EHUH28 2X8 1 5/8 7 1/4 3 1/2 28 -16d 14 -10d X 1 1/2 3470 1845 EHUH28N 2X8 1 5/8 7 1/4 3 1/2 28 -HN20A 14 -HN20A 4110 2515 EHUH210 2X10 1 5/8 9 1/4 3 1/2 32 -16d 16 -10d X 1 1/2 3965 2110 EHUH210N 2X10 1 5/8 9 1/4 3 1/2 32 -HN20A 16 -HN20A 4700 2875 EHUH26 -2 (2) 2X6 3 1/8 5 3/8 3 1/2 22 -16d 11 -10d X 1 1/2 2875 1690 EHUH26 -2N (2) 2X6 3 1/8 5 3/8 3 1/2 22 -HN20A 11 -HN20A 3285 2195 EHUH28 -2 (2) 2X8 3 1/8 7 3/8 3 1/2 32 -16d 14 -10d 4185 2155 EHUH28 -2N (2) 2X8 3 1/8 7 3/8 3 1/2 32 -HN20A 14 -HN20A 4775 2790 EHUH28 -3 (2) 2X8 5 1/8 6 13/16 3 1/2 40 -16d 16 -10d 5190 2645 EHUH28 -3N (2) 2X8 5 1/8 6 13/16 -3 1/2 40 -HN20A 16 -HN20A 5335 2850 EHUH210 -2 (2) 2X10 3 1/8 9 3/8 3 1/2 40 -16d 16 -10d 5190 1645 EHUH210 -2N (2) 2X1.0 3 1/8 9 3/8 3 1/2 40 -HN20A 16 -HN20A 5335 2850 EHUH46 4X6 3 9/16 5 1/8 3 1/2 22-16d 11 -10d 2875 1690 EHUH46N 4X6 3 9/16 5 1/8 3 _ 1/2 22 -HN20A 11 -HN20A 3285 2195 EHUH48 4X8 3 9/16 7 1/8 3 1/2 32 -16d 14 -10 4185 2155 EHUH48N 4X8 3 9/16 7 1/8 3 1/2 32 -HN20A 14 -HN2OA 4775 2790 EHUH410 4X10 3 9/16 9 1/8 3 1/2 40 -16d 16 -10d 5190 2715 EHUH410N 4X10 3 9/16 9 1/8 3 1/2 40 -HN20A 16 -HN2OA 5335 2850 EXTRA HEAVY CONNECTOR 14 GAUGE NOTE 1.) PENETRATION OF FASTENER IN HEADER IS 2' FOR 16d NAIL & 1 3/4' FOR HN20A NOTE 2.) PENETRATION OF FASTENER IN JOIST IS 1 1/2' GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33; U. O. N. 2) FASZENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3> ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 337. FOR WIND LOAD CONDITIONS NO FURTHER INCREASE IS ALLOWED. 4> ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR. • • 3r s� sa.723 0,?ia^g, *7.4:4 t DzI2 . Dade t C9! DicLlott DATE: 6/9/03 SHEET: 1 OF 2 UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE <507) 364 -7333 NAME: EHUH SERIES EHUH26 -2 SHOWN NTS ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING NO. MD0603A MDADE PRODUCT CODE J ❑IST SIZE DIMENSIONS FASTENERS DESIGN LOAD A B H \A/ V HEADER JOIST 16 0 100% 16d UPLIFT 20d 100% 20d UPLIF UH210' 2X10 3 1 9 1/4 1 5/8 3 3/4 16 5 2320 900 2800 1440 UH24' 2X4 3 1 3 1/4 1 5/8 3 3/4 4 2 580 - - -- 700 - - -- UH26' 2X6 3 1 5 1/4 1 5/8 3 3/4 8 3 1160 720 1400 785 UH28' 2X8 3 1 7 1/4 1 5/8 3 3/4 12 4 1740 735 2100 1110 UH36 3X6 3 1 4 3/4 2 5/8 3/4 8 3 1160 - - -- 1400 700 UH46 4X6 3 1 5 1/4 3 5/8 5 3/4 10 3 1450 - - -- 1750 700 • GE \ERAL \DIES UH28 SHOWN 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 DESfGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (6= 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 33% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. UPLIFT JOIST HANGER U -TYPE 18 GAUGE NOTES: NAILS ON JOIST SHALL BE LONG ENOUGH TO BE DRIVEN THROUGH BOTH PLATES & CLINCHED. 2. PENETRATI ❑N OF FASTENERS IN HEADER & J ❑IST SHALL BE 2" FOR 16d NAILS & 2 3/8' FOR 20d NAILS. cein'2piying with the € . ,^ ; -' �• Cece oZ D 3 NCAt Piste: Dade Division r '!.•7111k .0 ct Comm kc' 0 , 7 5 • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE <507) 364 -7333 NAME: UH SERIES DATE: 6/9/03 SHEET: 2 OF 2 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING NO. MD0603A MDADE • • • DESCRIPTION : HILTI Kwik Bolt II is a stud type expansion anchor with a single piece wedge which expands in concrete and CMU when torque is applied. They are supplied with a nut and washer. MATERIAL CHARACTERISTICS: Carbon steel studs conform to ASTM A510 with chemical composition of AISI 1038. Wedges arer manufactured from AISI 1010 carbon steel. Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements of ANSI B18.2.2. Washers are made from corbon steel conforming to SAE 1005 -1033 and meeting dimensional requirements of ANSI 18.22.1 Type A plain. DESIGN VALUES : Dia. Min. Embed. (in.) (in.) 1/4 2 3/8 2 -1/2 1/2 3 -1/2 5/8 4 3/4 4 -3/4 1 6 GENERAL NOTES : eEL 3000 psi CMU Grouted Tension Shear Tension Shear 587 544 - - 1154 1311 753 1288 2041 1962 1117 2268 2925 3826 1629 2850 3687 5782 - - 5460 10379 - - 1) Design values in pounds are equal to ultimate load divided by 4. 2) Edge distance shall be 1.5 times the minimum embedment and center to center distance shall be 2.0 times the minimum embedment. 3) Anchor installation shall be made in accordance with Hilti's published instal- lation instructions in the Product Technical Guide. APPROVED AS COMPPi5U116 Eh111 THE SOUTH FLORIDA DOWNS CODE DATE DEC 1 j 2001 er PRODLCf i TaOL DIV!i1O11 BUI1DIHu CODE CGMPLIANCE OFFICE ACCEPIAHCE NO.OI— l0c11.0 3 ENGINEERINCT 4 z 61 0 • name. 1010, ma P.O. Box 19101 700 US 1008148 1. 5U171 901 NORTH PAW BEACH, 76. 99406 OTC: (661) 616 -6406 PAM 6i11 arch HILTI, INC. PO BOX 21148 TULSA, OK 74121 HILTI KWIK BOLT II MECHANICAL EXPANSION ANCHOR FOR CONCRETE AND MASONRY ELEMENTS REVISION DATE: DATE: 11-12-98 DRAWING 543 -003 —A SCALE: 1" = 1" SHEET N0. 1 OF 1 FOR OFFICE USE APPROVED AS COMPLYING WITH THE ;OUP! FLORIDA BLOWING CODE )Al 19. 31 --- PRODUCT CONTROL DIV SON 91111.DING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4v -010i- L3 LOW VOLTAGE Passed Inspector Comments - 4.* --', Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP -4052 Permit Number: EL -12 -05 -1309 Inspection Date: 09/28/2006 Inspector: Devaney, Michael Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 Permit Type: Electrical - Residential Inspection Type: Electrical Work Classification: Addition /Alteration Block: UZAS Cv_ Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: (305) 551 -4043 Wednesday, September 27, 2006 Page 2 of 2 Miami Mull Building Department I Product Approval Schedule / Comparison Chart Address: Permit No. D5 —(DO 2-. Opening Description of Window Product Acce .lance Product Approval Design Pressure ( +) PSF (-) PSF Opening Design Pressure ( +) PSF (-) PSF Rough Opening Size Shutter Requlred Yes / Nu Mullion Required Yes / No Impact Yes/ No ID or Door or Mull on Number �C:#iEb�EAtZ' [a I tZ 7 5 : b -x.12 G3 X 5D NO D 4EE _ ,� :. LM•L' '± _ d2- 2 Jr 4i 4=' -!..NP 2• � - . 15 r 0.. :. i N 1t► �6 � , s 1..E-2t" � n° p 2- cp27,I3 f75 7 + /M d1 6Z No 5'65 • .. • • • • • •• •- .• . — ,. • - -•..• . -•••• • ...• ..•- • , • •••• ,. _. -... ....•• • • • .8S• of • • • • a •„• _ . * Soil • • • •• . • •. ° ... . ;TV ,.' l� 6;4 126t0G • ..... • ,, • ,.... • • ••••• • ••••• •....- • • • ..•••• . • ,,.•.. • •• • • • • •• • • ••• • • • • • •••• • • • • •••• • • • • • •• •• •••• • • • • • •••• •••• • • .••• •••• • • • • • •• • • • •• • • • •• • • • • • • • • •••• • • •••• PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • • • .•• • • • .. •• • • • •. .• • • • • • • • • • • • • • . •• • • • • • • • • • • • ••• • • • • ••• • . ••• • • • • • • • • • • • • • • • BUILDING CODE COMPLI4NCICOFF?CC ($CCU • • • . PRODUCT CONTROL DIVISION,' • • . • • • „• •, • NOTICE OF ACCEPTAnCF (NQA) .. • • ••••••• • • • . • • • • • •• ••• • • • • • •• 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HR 710” Aluminum Horizontal Sliding Window —Non- Impact & Impact Resistant APPROVAL DOCUMENT: Drawing No. 4111, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, 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: Large and Small Missile Impact and Non - 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 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 # 01- 0518.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0419.12 Expiration Date: July 30, 2006 Approval Date: May 23, 2002 Page I 63 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16' ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQU /RED 6.) REF. TEST REPORT FTL -1821 DESIGN PRESSURE RATING FOR GLASS TYPE 8 - 3/16' H.S. W/ SENTRY GLASS COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/18" A W/ SENTRY GLASS WINDOW WIDTH 48.000 53.125 60.000 68.000 72.000 74.000 26.000 NEG POS -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 ALL SIZES TO 74.125 WIDE x 83.000 HIGH 55.0 55.0 55.0 55.0 55.0 55.0 38.375 NEG POS 55.5 -55.5 -55.5 -55.5 -55.5 -55.5 WINDOW HEIGHT 55.0 55.0 55.0 55.0 55.0 55.0 50.625 NEG POS -55.5 -55.5 -53.2 -49.6 -47.3 -46.5 55.0 55.0 53.2 49.6 47.3 46.5 I NEG 1 -55.0 NEG -55.5 -48.0 -41.1 -38.1 -38.7 -36.5 63.000 POS 55.0 POS 55.0 48.0 41.1 38.1 38.7 36.5 VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX PPG. LOF lom. by Romog. Vericom PPG. LOF 2 1 1 1 1 1 2 1 • • • • • • QTY. /LOCATION •• • ••• • • NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 DESCRIPTION FLANGE FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL GLAZING BEAD - 7/4" WINDLOAD ADAPTER FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER SASH TOP & BOT. RAIL SCREEN RETAINER 3/16" Annealed Gloss 3/16' Ann. Gloss w/Dupont 457 1 4 Tempered Gloss 1 x1 /2 x 3" OPEN CELL PAD 6 x 1.000 PH. PAN SMS 8 x .375 PHIL. P.H. TEK 8 x .500 PHIL. Fl SMS 18 x 1.000 PHIL. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING 24 BRASS WHEELS 25 Wstp. - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIP BULB VINYL 28 Wstp., THIN WALL BULB VINYL 29 ANTI -LIFT CHANNEL 30 1"x3/4"x 1 /4 " OPEN CELL PAD 31 Wstp., THICK WALL BULB VINYL NON - IMPACT WINDOWS 7.) GLAZING OPTIONS: A. 3/16" ANNEALED 8. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL-182C 49k Robert L. Clor::. P.E. PE /:i - si 12 Structural V.T. # 612225 612228 612229 612230 612234 612236 612237 612238 612239 612240 6532377 76XIPPA 78X38PPT 7856A 781POA 71096 70250 70251 71092 7BRWHL2 61062W INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 62899 DOW CORNING 6TP249 TEAM PLASTICS 6TP247 TEAM PLASTICS 612244 ALUMAX 6TP248 TEAM PLASTICS NON - IMPACT WINDOWS 1.) GLAZING: 1/4' TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: +55.5 P.S.F., -55.5 P.S.F. 4.) ANCHORS: MAX. 6' FROM EACH CORNER 2 ANCHORS 4" APART, 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAM5 12.000 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1819 Re F/( %16/02 Revue_ )iy /71 1/D 1 Rs"aloru: Det 1,13/97 S•ries /Model: HS -710 Scale: NTS AF -12234 • • • __ • • •••• each. weepholy)• • • nti -old t. Channel r?bMdba Adopter) - • eap• Latches). • • • • • • •• 2 meet�roll 11 1/2 from _ ends PGT.711.XX 3 2 5E5 6 from ends t •® ( Gen. P- -7U1a - 250 3 . 25: LPom ends,. j •L9 cen. 7.-M10-P51 2 10 ea. end of vent bottom 2 AP figlfeP Housing. Veryt•tptt4,t. & meet ail s • • •• Verf,73wb • • Glowing Bead (Sens• fro ) 1 (frame head 0 vent. 9Jspon) AF -12244 2 (10 eo. end of meet. roil) Glazing Bead (3/16 ") TP -248 Rnirions: ADD SEN1RY CLASS CA Sheet: 1 ar 5 Teal Dale aradak Dirbk• Growing No. 4111 VENDOR# AF -12225 AF -12228 AF -12229 AF -12230 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 532377 FS P8 , 26 at87 899 • TP -249• TP-'247" PRODUCT REVISED complying • 15 Ile Fbnd• Ave�eptm Cade oz.- oft 9. /L Ezphadea Qpi.jj Bo. LOO Dram By. D.B. Description: ELEVATION, IMPACT & NON- IMPACT OX Tolle. ALUMINUM HORIZONTAL SLIDING WINDOW 74.125 MAX .000 TAX 0 X 63 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16' ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQU /RED 6.) REF. TEST REPORT FTL -1821 DESIGN PRESSURE RATING FOR GLASS TYPE 8 - 3/16' H.S. W/ SENTRY GLASS COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/18" A W/ SENTRY GLASS WINDOW WIDTH 48.000 53.125 60.000 68.000 72.000 74.000 26.000 NEG POS -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 ALL SIZES TO 74.125 WIDE x 83.000 HIGH 55.0 55.0 55.0 55.0 55.0 55.0 38.375 NEG POS 55.5 -55.5 -55.5 -55.5 -55.5 -55.5 WINDOW HEIGHT 55.0 55.0 55.0 55.0 55.0 55.0 50.625 NEG POS -55.5 -55.5 -53.2 -49.6 -47.3 -46.5 55.0 55.0 53.2 49.6 47.3 46.5 I NEG 1 -55.0 NEG -55.5 -48.0 -41.1 -38.1 -38.7 -36.5 63.000 POS 55.0 POS 55.0 48.0 41.1 38.1 38.7 36.5 VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX PPG. LOF lom. by Romog. Vericom PPG. LOF 2 1 1 1 1 1 2 1 • • • • • • QTY. /LOCATION •• • ••• • • NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 DESCRIPTION FLANGE FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL GLAZING BEAD - 7/4" WINDLOAD ADAPTER FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER SASH TOP & BOT. RAIL SCREEN RETAINER 3/16" Annealed Gloss 3/16' Ann. Gloss w/Dupont 457 1 4 Tempered Gloss 1 x1 /2 x 3" OPEN CELL PAD 6 x 1.000 PH. PAN SMS 8 x .375 PHIL. P.H. TEK 8 x .500 PHIL. Fl SMS 18 x 1.000 PHIL. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING 24 BRASS WHEELS 25 Wstp. - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIP BULB VINYL 28 Wstp., THIN WALL BULB VINYL 29 ANTI -LIFT CHANNEL 30 1"x3/4"x 1 /4 " OPEN CELL PAD 31 Wstp., THICK WALL BULB VINYL NON - IMPACT WINDOWS 7.) GLAZING OPTIONS: A. 3/16" ANNEALED 8. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL-182C 49k Robert L. Clor::. P.E. PE /:i - si 12 Structural V.T. # 612225 612228 612229 612230 612234 612236 612237 612238 612239 612240 6532377 76XIPPA 78X38PPT 7856A 781POA 71096 70250 70251 71092 7BRWHL2 61062W INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 62899 DOW CORNING 6TP249 TEAM PLASTICS 6TP247 TEAM PLASTICS 612244 ALUMAX 6TP248 TEAM PLASTICS NON - IMPACT WINDOWS 1.) GLAZING: 1/4' TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: +55.5 P.S.F., -55.5 P.S.F. 4.) ANCHORS: MAX. 6' FROM EACH CORNER 2 ANCHORS 4" APART, 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAM5 12.000 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1819 Re F/( %16/02 Revue_ )iy /71 1/D 1 Rs"aloru: Det 1,13/97 S•ries /Model: HS -710 Scale: NTS AF -12234 • • • __ • • •••• each. weepholy)• • • nti -old t. Channel r?bMdba Adopter) - • eap• Latches). • • • • • • •• 2 meet�roll 11 1/2 from _ ends PGT.711.XX 3 2 5E5 6 from ends t •® ( Gen. P- -7U1a - 250 3 . 25: LPom ends,. j •L9 cen. 7.-M10-P51 2 10 ea. end of vent bottom 2 AP figlfeP Housing. Veryt•tptt4,t. & meet ail s • • •• Verf,73wb • • Glowing Bead (Sens• fro ) 1 (frame head 0 vent. 9Jspon) AF -12244 2 (10 eo. end of meet. roil) Glazing Bead (3/16 ") TP -248 Rnirions: ADD SEN1RY CLASS CA Sheet: 1 ar 5 Teal Dale aradak Dirbk• Growing No. 4111 VENDOR# AF -12225 AF -12228 AF -12229 AF -12230 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 532377 FS P8 , 26 at87 899 • TP -249• TP-'247" PRODUCT REVISED complying • 15 Ile Fbnd• Ave�eptm Cade oz.- oft 9. /L Ezphadea Qpi.jj Bo. LOO Dram By. D.B. Description: ELEVATION, IMPACT & NON- IMPACT OX Tolle. ALUMINUM HORIZONTAL SLIDING WINDOW 63.000 MAX 58.250 MAX DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 VERTICAL SECTION ROUGH OPENING .500 .500 2.094 1 57.000 MAX DAYLIGHT OPENING REFERENCE: FTL —1819, Fa-1820 & FTL —1821 ROUGH OPENING CORNER DETAIL BUTT JOINT 2.784 - l h— .705 33.625 MAX DAYLIGHT OPENING GLAZING OPTION: .3/16 ANNEALED 3/16 HEAT STRENGTHENED OR TEMPERED Robert L. C'cre. P.E. :E ;59 Structural 2.643 74.125 MAX HORIZONTAL SECTION GLAZING OPTION: 3/16 ANNEALED W/ DUPONT 457 3/16 HEAT STRENGTHENED W/ DUPONT 457 1070 TECHNOLOGY DRIVE NOKOMIS. FL .74275 P.O. BOX 1529 NOKOMIS. FL 34274 33.625 MAX DAYLIGHT OPENING Seriovi odeh. HS -710 --r Scow NTS • • • 0000 • • • • • • ... • • • 0090 0000 . ... 4 • 0. • • Sheet: 2 of 5 .500 2.784 .�. � . ;UGH 'OPENING •••• • •••• .••• • • • GLAZING OPTION: 1/4" TEMPERED DMdoa .500 Dmeing No. 4111 • • • • • • • • • • • • • PRODUCT REVISED ac cu.phieR trllb the Plaids Beidtat Code Receptacle 42 Expiration Deter Revsd tly: Dote: Revisions: FK 4/16/02 ADD GLAZING OPTIONS Bagi Rand By: Dole: Revisions: FK 7/11/01 Droen — Dr Date, D.B. 1/13/97 Description: SECTIONS,. IMPACT & NON — IMPACT • • title: ALUMINUM HORIZONTAL SLIDING WINDOW Rev. D COMPARATIVE ANALYSIS FOR GLASS: 3/16 ANNEALED OR TEMPERED FTL -1820 Table ASTM E1300. NOTES: 1.) Numbers in () parentheses are quantity of anchors per side. FTL -1820 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Window Height • • • AIL ■ 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" • -- s. 4.) Numbers are for #12 screws or 1/4" Tapcons. 41),§25 50) 5.) (1) anchor 4" from each side of meeting rail is required. 5.) (1) anchor 4" from each side of n.. it is required. (Total of (2) anchors at each meeting rail -) pos Anchors 6" from each comer and as follows: (Total of (2) anchors at each • eeting ra Max. spacing at head & sill = 15.250" MAX. SIZE • pos Max. spacing at jambs = 12.500" 74.125 x 63 Anchors 6" from each co, and as fo • Window Window Height (4) Width 26.000 S2) 38.3759) 50.62554) 63,000 9) 74.125 x 63.000 - 190.00 neg pos neg Pos neg pos Width 66.70 Pos 24.000 (4) - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 20.00 pos 68.67 2 14) 120.00 66.67 - 120.00 66.67 - 120.00 66.67 120.00 (4) 66.67 37.000 (4) -1 -'.00 66.67 - 120.00 66.67 - 107.10 66.67 - 91.90 66.70 66.67 1 48.000 (4) -120. r t 66.67 -89.30 66.67 - 67.60 66 -57.20 - 135.00 57.20 I 53.125 (6) -107.7 t 66.67 -80.30 66.67 -58.40 .40 -48.00 - 100.60 48.00 60.000 (6) -85.90 66.67 - 72.30 66.67 -53.20 53 20 -41.10 66.70 41.10 66.000 (6) -73.10 66.67 -67.30 66.67 49.60 49.60 -38.10 66.70 38.10 72.000 (6) -63.50 3.50 -58.60 58.60 47 47.30 - 36.70 - 36.70 74.000 (6) _ -60.90 6 r 0 -55.50 55.50 50 46.50 36.50 63.50 36.50 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 H STRENGTHENED - • quantity of an Der side. OR TEMPERED FTL -1820 Table ASTM E1300. NOTES: 1.) Numbers in O parentheses 2.) Negative Design Loads based • • Comparat . Analysis and Glass Window Width 3.) Positive Design Loads based on • • • a Analysis and Water Test Pressure. Window Height • • • AIL ■ 4.) Numbers are for #12 screws or 1/4" • -- s. 38.3753) 41),§25 50) • •001000 (5) 5.) (1) anchor 4" from each side of n.. it is required. neg pos neg (Total of (2) anchors at each • eeting ra 01 eg • • pos • ,, 94.9 Anchors 6" from each co, and as fo • pal. • • 24.000 (4) Max. spa ' g at head & sill= 15:' r MAX. SIZE - 190.00 66.70 Max s -clog at jambs = 12. r' i 74.125 x 63.000 - 190.00 Window 66.79• • 66'.70 28.500 Window Height - 190.00 66.70 Width 66.70 26.000 38.375 S3) 50.625 (4) 37.000 63.000 (5) - 190.00 66.70 - 190.00 neg pos neg pos eg 66.70 a pos neg - 190.00 pos 24.000 (4) -135. r . 66.70 - 135.00 66.70 -13 '0 53.125 66.70 - 135.00 66.70 66.70 26.500 (4) -1 •.00 66.70 - 135.00 66.70 -135. t ' (6) 66.70 - 135.00 - 121.70 66.70 37.000 (4) 5.00 66.70 - 135.00 66.70 - 119.40 - 100.60 66.70 -91.90 • 66.70 68.70 48.000 (4) - 131.90 66.70 - 131.90 66.70 - 98.60 66.70 66.70 -74.70 • 4 81.41' -80.00 66.70 53.125 (6. - 107.70 66.70 - 107.70 66.70 -92.10 -80.5d .' •.70 -69.20 66.70 60.000 - -85.90 66.70 - 84.40 66.70 -84.40 6; 0 -63.50 63.50 66.000 % (6) -73.10 66.70 -69.80 66.70 -69.80 66. -59.60 59.60 72.0 ' (6) -63.50 63.50 -58.60 58.60 -58.60 58.60 - 56.40 56.40 74 . r 0 (6) -60.90 60.90 -55.50 55.50 _ -55.00 55.50 \ -55.00 55.00 COMPARATIVE 7Sl8 FOR: GLASS: 1/4 TEMPERED are quantity of anchors per side. FTL -1819 Table ASTM 00. Pressure. MAX. SIZE 74.125 x 63.000 NOTES: 1.. umbers in ( ) parentheses 'Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for 112 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each corner and as follows: Max. spacing at head 8 sill = 15.250" Max. spacing at jambs = 12.500" Window Width Window Height • • • AIL ■ 26.000_2) 38.3753) 41),§25 50) • •001000 (5) • neg pos neg pos 01 eg • • pos • ,, 94.9 pal. • • 24.000 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 • 66.70 • - 190.00 66.79• • 66'.70 28.500 (4) - 190.00 66.70 - 190.00 66.70 - 100.00 • 66.70 • !191100 37.000 (4) - 190.00 66.70 - 190.00 66.70 - 12119 :0:68.70 - 142.50 66.70 a 48.000 (4) - 190.00 66.70 - 190.00 66.70 - 142.10 66.70 • _'Q7.60 66.79. 53.125 (6) - 155.30 66.70 - 155.20 66.70 - 132789 . 66.70 •99.70 66.72 86770 .. 60.000 (6) - 123.90 66.70 - 121.70 66.70 -1)1070 • • • 66.70 VI 66.000 (6) - 105.30 66.70 - 100.60 66.70 -10060 . • 66.70 • .86.40 66!,8 •' 72.000 (6) - 91.60 66.70 -84.50 66.70 -84.50 •66.70 ' • 4 81.41' -80.00 66J0 6600 • 74.000 (6) _ - 87.80 66.70 - 80.00 66.70 -80.5d .' 66.70 REFERENCE TEST REPORTS: FTL -1819 & FTL- 1820 Robert L. Clark, P.E. FE /39712 Structural INDUSTRIES P.O. BOX 1529 NOKOMIS, FL 34274 nue: • •• • • • • • • ReF 4171. 4 ADD 3/16 HS C.A. Re7K By- p 1 1/0 Renisiom: • •• • • • • •• • • • • • - • --•••• PRODUCT REVISED anti Pbiei a il tie Flotda op code A.:nonce No 0.- . 17. L Expiration out BP Dade thodeu Diebiao •• Drown BY Dote: D.B. 1/13/97 Description: COMPARATIVE ANALYSIS, NON- IMPACT •. .• • •• • • • •. •• • •• ' ° NOKOMIS FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW Senex/Modek Scale: Sheet: Drawing No. Rev: HS -710 NTS 3 w 5 4111 O • ;a •• 1.250 TYP. H JD • TYP. 511.1. 1/4" TAPCON SEE SPACING ON SHEET 1 1 x WOOD BUCK .250 MAX. 1/4" 7APCON SEE SPACING ON SHEET 1 REFERENCE: FTL -1819, FTL -1820 & FTL-1821 2 x WOOD BUCK F 1.250 TYP. HFAQ 1YP. SIu r .250 MAX. 1 112 PANHEAD SEE SPACING ON SHEET 1 .250 MAX. (�liIR�J 1 -.250 MAX. 1.250 /12 PANHEAD SEE SPACING ON SHEET 1 2 x WOOD BUCK Robert L. Cram. P.E. PE 139712 Structural INDUSTRIES 1070 TECHNOLOGY ERNE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOMIS. FL 34274 TYP. JAMB TYP. JAMB Rwsd FK Reyg B7: Drown Dr D.B. • Series/MOder: HS -710 2 x WOOD BUCK 1 x WOOD BUCK 4 // 7/01 Dote: 1/13/97 Description: ANCHORAGE rtre: . 1.250 -] Score: NTS Remmers: • • •• • • • •••• • • •••• • NO CHG THIS SHT Sheet: 4 eT 5 /12 PV/SHEAO • •SEE SPACNUC•ON. SHEE7.1• • • • •••• •• • • • • •••• •••• • • •••• • • • • • • • •• • •••• 1/4" TAPCQd SEE SPACING ON SHEET 1 • • • • BBao Dale Pn4rt Ditties Drawing No 4111 • •• • • • • • •• PRODUCT REVISED at emptying •$I I e Florida Raring Cock Autplo eF4. •%•DVI 1. IL £ pI s1io. Dale • • ALUMINUM HORIZONTAL SLIDING WINDOW 9.6 ----1 .705 .062 2.784 L -� - .737 0 FLANGE FRAME 6063 —T5 ALUM. .678 -�-{ a 1.057 0 1/4" GLAZING BEAD ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE: FTL-1819, FTL-1820 & FTL-1821 .062 - . - .723 .688 0 WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 062 1.183 .062 1.403 0 FIXED MEETING RAIL 6063 —T5 ALUM. @ SASH TOP & BOTTOM RAIL 6063 -15 ALUM. 1.373 .062 1.081 1-0 0 SASH TOP RAIL 6063 —T5 ALUM. 1. 187 .062 4 1.273 2.710 ® FLANGE FRAME HEAD 6063 -15 ALUM. Robsrt L. Clark, P.E. PE j3S712 Structural Reyes EV: - r Oro.n Bic INDUSTRIES D.B. Description: 1/01 oats: '1/1 •• • • Revisions: • •••• EXTRUSION PROFILES 1.291 f • • ; 1.97P • •••••• • 6063 BQTTGIM BRA /L • • � • • • • 4. 47.LM. • • • • • •••• •••• •••• .06'2 •••• 0 SASH L 1.122 2.710 --■--1 0 FLANGE FRAME SILL 6063 —T5 ALUM. •• • • • • Rev,A FK 8S 191 6/02 N HG THIS SHT • •i • 2.94 • •• • • • •• • • • •� • • • •� • • PRODUCT REVISED o coraptyiss wlit tbe panda adding Code Acceptant Na -wi .it &grades coa ' ° NOKO S. F 3 275 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 Series/Mod& Scale: Sheet: &aring No. Rev: NOKOM2, a 34274 HS -710 NTS 5 w 5 4111 D • • • .. .. • • • • • • • • • • • ••• • .. • • • • • • • • ... • • • • • • • • • • • • • .. • • • • • • • • • • • • • . ... • • • • • • • • • ... • • • • • • • • • • • • • • • • • .. • • • .. ... .. • • • • • • • .. • • • • • ... .. 02'11/2004 WED 3:55 FAX Z007/011 .. .• • • • • ••.• • • • •• •• • • • • • • ••• •• • ••••• • ••• • • • • • ••• • • • • • • • • ••• • • • • ••.• • •.•.•••• • • ••. • • • • • • •• •••• • • M 1 � • BUILDING CODE COMPLIANCE OFFICE (BCOO) PRODUCT CONTROL DIVISION ee NOTICE OF ACCEPTANCE (NOA • • • ••• • • •• • • • •• • • • • • • • • • • • • • • • • • • M ,iMI•DADE COUNTY. FLORIDA • • • • • • • • • • • • • • • • • • • • METRO -DADE FLAGLER BUILDING C40 WEST FLACLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (30S) 375.2908 PGT Industries P.O. Box 1529 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 bc 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 an 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 thc 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 codc. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Seeies SWD -101 Outswiag Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with thc Notice of Acceptance number and expiration date by the Miami -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'; ttnless otherwise notcd herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in thc applicable building code negatively affecting thc 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 salts, 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 bc done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01 -0417.04 and, consists of this page 1 as well as approval document mentioned above. Thc submitted documentation was reviewed by Theodore Berman, P.B. NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12.2002 Page 1 • . • / •• A• ••r••• • /• • •! • 73/2'- 1 95.750 Luc 2 POIIVT— COCK OPIICN MAX. ON CENTER ?YR HEAD & SILL Robeu L Clerk. PE. P.E.1109I12 Structural 71.767 'ew ■ ! + 5 f /2' 7 1/2' --{ I j— 7 112 t.J R.AI•• 0) added Sal. lock inn, Moloiat firm! 10 jade. tYom y. 0.8. ! -- 7 1/2' 5 1/2' r-� 11.3' • i 1'O MAX. I , SEAdART ON FRAME CORNERS & PANEL CORNERS °' ¢ 2/16/98 MAZNG .401/464 LAVJ:4/f0 w/ rtRUrf77 (IO VC0 aR 0UFC+r) 2. CONRCCRA1,0.Y5: X. XX OES,GN PRESSURE RAMC: 4.) ANCRORs MAX 7 1/2' !ROM CORNERS ♦ SIC) MAX. 3 1/2' FROV CORNERS JAV8) MAX. SPACNC AT 4000 & SR[: 13.000 MAX. SPACING' A7 JAM 1J.500 3.) No SNUTRRS REQUIRED 6.) RE7:RACE 1 Sf RO.O4T, !IL -2241 7.) fOR LOCKING ASSO SLY OPRON - SEE SNEET S GP 4 M..w. n n.. ■n. • T/M Wiwi Drint w�i *vac r S.W.•/rlN.c SWO - LARGE MISSLE IMPACT DOORS 1070 Technology 0r Nokomis. (1. 34275 14t W VD.00.• /4 )x n0i11.CT ufvasrn a.w,p0'1m M,1 O. P W4a .N1.•C` A."0..41% 0 Ry,ln• 1J•o. rr� r lb..I MOO ProllmtCsatni Midge ri2QnUCT RENEWED ACCFIWAt.CL N. 01 -0 4 rl • 04 l7IT.1[AT•04flair Ne lv(a Of I54i1 1 , F4; 0111 erowniortarincrow Aauice.ucc,occ olaercs INDUSTRIES French Door — X, XX SINN. e..4y N • Au: ��4 9 0 •• • • • • • • • • •••• • • .•.• • .• • • •. '.. ..• • 0 0 es 1.750 0 • • • • .• •.• • ••• •• • • • • • • • • • • .• 0 0 .489 7 •. • 4.000 •• r .250 SP ACE L — 3.000 RO OPENING • • •' • •• • • • •• • • 93.625 EXTERl0& ROUGH OPENING • • • • • ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 -- spAO 3.000 - 1 . r,� 1.489 MAX. P .250 SPAC f ?.479 84 3/4" D4tri1CHT OPEN ANN VER TICAL SECTION JNTERIOR 34.625 tYA 80TH PANELS ACTIVE PANEL 25 — DATV NT OPDDNO 0 1/4 Robes L auk. P.H. PE. #39712 Structural 1 71.750 EXTE1110R HORIZONTAL SECTION INTERIOR INACTIVE PANEL Mid Deft 'Mime, r ms. smut sPAGE .250 ROUGH OPENING 1.480 P ODUCTAMU& e O Ot MAO. Awns. vA.p2 -0ibl.J tg1*.nn■ MU PRODUCT RENEWED AuctruNcan. O'- e V 11. -4 aicntAfo4 tun. ND E•a Mt2LT2iAZ tt... I . owl o LY7*rr1{:IxWxso Duaoa u ompavnat+ccarms Rsohludr OJ added 2 pt. lock info Maker* rms4. 1/74 D•t.P .p• A.1•61 .. P r s.+ryv w* SWD -107 rench Door — Elevations. PGa .w I,t4 N? F070 Technology Or. Nokomis. FL 34275 S..a, jOre∎hP m.. 2 97? INDUSTRIES A." 0 • • • • • • • • • • 3 POINT LOCK ASSY 2 POINT LOCK ASSY 401' Uv WAR SM'lQ un tr PV* frarerAYff OR 10I' 1La W/O'XOf+f 041x41, I01r1441n St[ ESII J CN I L 1 /10'M lRKSlMr RAffNO• *SO ell 1 "'2/ x6/98 5W0 -tot 3/16 Mot — O!0 3 / r11 ACM -1 ea _ 161' 11WL W/DOAOkr 0117A11£ NfWRIAYrd SEC MILS OM S[ILCZ f Q(SION PRUSIIRr RAMC: 27S pAl PRODUCT REN6 44:1:1 AcClrrwatw vI -G4Ll•p LI L'Ot•d1a•1I1Arr. No *omit TAIL nnxx77ww s�C INDUSTRIES -ftrnesvnh ti M •• • • • • • • • • ••• PYP. JAPI1 • • • • ••• • • •• • • • • •• MINK AI:Ott:OM WSJ • • -f OCIt .II .4. t u. "ll•.L•L' F?3'if.>1111111 DO. door o • & Dot. rda rD oslra AP l 60 - r 78 ALWAX FASTEC INDUS - 103 78 MEKUNI Eacz FQIPTAY TE DESCRIPTION V.T. f OTY.. /D£SCR ?PUION VENDOR VENDOR f DOOR HEAD SILL 60375 A MX AF -10375 RBI cat du& tuuffp) IMO= oar MrECW 112111 .1tfQ its 7�i�T>� 1 fT ©. a Ell ii :6 11:L�t 07i4L :L123I11111MVirMElINI Evimmimmimm EyiguLwi H MANE au 60.760 4k _..' 604r1 !MP ♦ - ANte1:mim•'i• • r 069M QIFI►g3 EGIMEMIXER READEO ROD r�r.-r OM ENCMMOTWIIMINIGM �[ 31tiZ7�'�4i:lrSr♦� ® ' y 6037814 Big". door Io0 A• bat- rail • 7WASNA [�_ ea. door to • & Dot ro,7 Iall Mal 4110F =I ru � I Fl [ZF7 �f LI: #i r.:101. ; • � !' 121 dr. -25 FL dilUZINIMMIEMIELIZT rn• - ' - or amb, Ea[ 1 era Ir:i it7♦ FM= PEXE1Zalllif rJtiiv@:721 ' •Zlt iul3V•I!SlEfMINNI 7a7'M2 .• aFart h A 1 14L ;I LIMN= Ilia FIDri :l /8;">l 1 WU.FI 'iLi Nr:MMININIMIIIII .1.- Lir 1 1 icf7 E.11 . Cifl• O rl_e /1.9+PiltilL*111•1111 EOM PAM Eli fi'F7LITii illG ral11111=FIi► IIll•Ilfl© Ai7i'itFiR7TT.alTi1;'.I f:ii , IrFtl:?1 1111111 � Ea» a7[F iu• • s• E3<f1 1 • .'.' - • •] ©3 ' OrNr LOCX ASS 3PTAY [� PC 1NOUSTRJES , • 1LLl P Fl � .0 F13!:(li•ENFIrA71nV1.1T•A •�f�l�� PRODUCT REVPAo PRODUCT REI'tt:Fi�'� adding r• ?ai. L a. 'Iambi . &Or e.nr/. Z• 70.12 0.xcrrAr•un,. o4i-I•GNr cep .u.. Gbe cciwpn r,Imre tb , ro.. ye,ozac•6 MU., IMCW1.174/ VALCX• ..ntccy�a St7: •sds INDUSTRIES • • ••• • • • . •• . • •• • • • •• •. • • • • • • • • • •.• • • • • • • • • • • • • • 900 • • • • 000 • • • • 009 • • • • • • • • • • • • • • • • • • • • 0040 • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • • • • • • • • • • • • • • • 0 0, • • toa MIAMroAOE ... • • • • .• •• • • • • • • • • • • • .•. • • • • • .. • • • • • • ... • • • . . •• • • • • • • •• • . • • • •.. • . . . . •. °M at . . . . . BUILDING CODE COMPLIANCE' OMC (JMC3 • • • • • • PRODUCT CONTROL. D1VI'SIelP • • • • • • • • • • • • • • • • • • MIAMI -DIME COUNTY, * FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGL$R STREET, SUITE I603 • MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305)375 -2908 NOTICE OF ACCEPTANCE TNOA) PGT Industries P.O. Boa 1529 • 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 AID may innnediately 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRJPTJON: Series FD-101 Outswing Aluminum French Door w/ Sideliltes - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Al uninum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, datod•7 -12 -99 and last revised ® 01 -17 - 03, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dadc County Product Control Renewal stamp with the Notice of Acceptance number and expiration data by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact • LABELING: Each unit shall boar a permanent label with the nranufactu er'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 Sled and there bas been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after.tbe expiration date or if there bas 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 .bc done in its entirety. • INSPECTION: A copy of this entire NOA shall bc 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 & renews NOA B 02- 0702.01 and, consists of this page 1 as well as approval document. mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 02.11927.13 Eapuntian Date: • February 13, 2008 Approval Date: February 13, 2003 Page 1 •GT Industries NOT>1�Ea; Qf A CAt FVIDENCE SUBNIITTED •. • • • • for FiIle 111ot.part ofNOA) A. DRAWINGS 1. Mamifaciaser edi4d(arylgggapd•aeptions. (transferred from fi1& 02- 0702.01) 2. Drawing Wo. titiea `AI$mrl*i3tsfren'cit Door. w/ Side1Rrs ", sheets 1 through 8 of 8, prepared f y'nia fakuTer,datad t -f).99 and last revised on 01- 17-03, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file# 02- 0702.01) 1. Test report on 1) Mr Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Meade Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Teat per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2612, dated September 29, 2000; signed and sealed by Aldo P. Gonzales, P.E • 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. ' Glazing capacity Calculations per ASTM -1300, dated 01- 17 -03, prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file# 02- 0702.011). E -1 Lhaq LCkdada, P.Z. Product Contmi Examiner Product Coetml Division NOA No 02-0927.13 Expiration Doc February 13, 2010 Approval Dstt: February 13, 2013 ... • • • ... • • • • • • • • • • • • • • • • ... • • • • • • • • • • • 40 *0414, .. • • • • . • • t T Industries . . . . . . . . . . NOT�C OOAV1CBP3ANCE:- : EVIDENCE SUBMITTED • • (For File ONLY Nof $rt of NOA) D MATERIAL CERT[FLCATIONS.(tratferred from .fi1e# 020702.01). 1. Notice ol;}#ccepja»cq>io i0q.4 1204 issued to E. 1. DuPont DeNemours. for "Bulimia MIL:, dathd'p211 /101 %, expiring on 12/11/2005. 2. Notice of Acceptance No. 01 -0205.02 issued to Solutia, Inc. for "Saflex /Keepsa fe Maximum", expiring on 05/21/06. 3. Notice of Acceptance No. 96-0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saf lac PVB Interlayer', dated 01/09/97, expiring on 01/09/00. (transferred from 61e#99- 0128.01) E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance, dated July 12, 199, signed by Robert L. Clark, P.B. 2. Statement letter of ao financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 3. Letter of compliance; dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and scaled by Gilbert Diamond, P.B. 4. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 5. Letter of compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and scaled by Aldo P. Gonzales, RE 6. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. 7. Meeting Summary dated January 26, 1999, issued by BBCO 8. Revision request letter dated April, issued by POT Industries, signed by Roberti. Clark, P.E.. D. OTHER 1.. This NOA revises & renews NOA 02. 0702.01. 2. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999(Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 3. Prior related file NOA(s) 01.0417.06 & 98- 0506.02. E -2 Ishaq L amts, P.L. Product Control Exariner Product Control Division NOA lre 024927.13 LIpiradoa Date: February 13, 2008 Approval Date: February 13, 2003 .• •• • • • • •• 1s • • • • • • • 36.113 NIX. - - 33 3/6 LIMING •••• • • •.•• • •• • • • • •• •• • • 6900 -- � '.lE. • 1001 3 4.0476 • 25' MAC 04114.217 OPOMIC ■ • • sspn •• •• •• I 4 FFIM OXXO 71.750 ILO. / / / / / 23 141. 0411.41141 — OPENING ■ Ih4CTIYE \ • • • • • 2 POINT WPC OFTION • 36.123 W2. — 33 3/1 11411h 01110.01 wawa • • • • • • •MU:. 330 1330 1330 („ 16 1031 • � • • 1.000 N. • ..-J:01 • • 4.003 • • • ( /1-000 1 !AO] • 4 • 4000 1 4.000 •••• • • • 4.000 — —4.00 • • s. • • • • • Fur 1/4' r pc>. Or 3 14 Sawa 10,0'0 ' 1.ARGt MISSQf 1/PACT OOCRS • • x this rsoo. Teo t 11BOIr_ • 1 .) CZALttt OF7)ONS: O 9I T 3 Fat GTA2012 OETARE) comb; r - .402 (44 % MA W& (3/r6' 'ea STRENGTHENED. .o90 ITM R LATER lie ANNERED OPRO 2 - .402 (3/67 t,tl4Mlr (3/16' IRAX S1RF7VQr)€7I . mO PRIER LAYER 1/d' ILEAT STRO6C tOW mot 3 - 7/16' u..r3LRTED (3/1E' K V S1ROICDh7 7..090 RAU [AWED 3/11' A2? .ALID OM* 4 - 7/16 &//MATED (3/16' HEAT S1 CRh'N1D, .090 MNER LAYER 6/16 Ht4T STRINITHO/FD 2.) DEEM PRESSURE RATING` (s!F TABIfs SFLFtr 2) J.) A0C71OYS: 0008 WX. FROM CORMS: 6.507(HEV & 9 1.0 MAX FROM CORNERS 6.000 (JAMBS) MAX SPACI 0 AT MEAD * SU 13-500 MAY. SAACTNO re .10.i015: 21.00! 4.) MITIF]? RECUrREMEN7.• SHUTTERS NM REOU1R D. 5.) AWWTR /Cr TEST Rte: FTC -2067 6.) 'MINT TD �& APPLIED AROUND fl1E FRAME CORNER & PANEL CORNER 5621. 13250 1.000 21.00 KU. 13250 MOIOE L0G .00] 119011. r o m ov. I as MAIL 21.000 5115. 47075 MACE ADC 11 F■►?496 ARE 1W. 11 HEAD & q4. I� Masa 1_ fia4, P.E. PE /36712 36123 NM 36.111 LOX. 36.125 MAX. — 33 3/6 MAC ® 25 4*11 ® 33 3/1 ►4w. 04n3011r 1 - -- - 0411171#4. �–•— O r►»rt — OPDI ` OPDIDY I aPF7.s+c f IND SS 1070 11611401.013r 1111fd 46340MIS. R 34173 P.O. bpi 1526 tO6OS06. 11. 34274 2 Poa17 1X14 OPTIOM 36503 4.000 4.300 4.033 • • 0 X0 • • • • • • • • / / / / 1330 F ._ MAX. {r 4.000 4 .0 0 0 -- 4.000 4.000 Arn• 6• Oda- rrkbar. or J1 7/D3 0-ADD O.O. CMS bra Sr 1. CID T /16 AV/S¢ 4 MS rim . 13/20/01 B UI LETTER 81•7/O1 Ctn. 0.8. 72/99 134E YAK. ELEVATIONS OXXO & OXO a 2..003 L.L VA 21030 LAIC 6.00] A LUMINUM FRENCH DOOR W/ SIDELITES a.ypralr tad Ws O . f•r FD -107 I . NTS 1 1 0 8 I *7 14► 972 I 0 COMPARATIVE 14015 TAKEN. OPTION 4 s . Hest Eltrengitmenrel. 0110 Inger Api, ,lib' Neal3USn06.o.d r N cht or iWelli, VaLOoerl _ _ Help COMPARATIVE • ■ I Siete VNdSt VARA. 0E760 463.760 l 87.760 91.750 95.760 Maim 79.750 •37.600 762 -75.0 -76.0 -76.0 ■ -76.0 r •. 63.750 57.750 ,: t8'04 • • 75.0 76.0 76.0 75.0 ' • 1 • • 1 14000 • 7.300 : 460 • • -75.0 -76.0 -750 _ -76.0 ea -75.0 • -75.0 .VA 760 76.0 75.0 75.0 Ji •.1 30.80 • 37.500 = -75.0 • -76.0 -75.0 -75.0 -75.0 0 65,11 • • 75.0 750 75.0 750 76.0 14• o1 _ man • 37.602 • -- .0 ;, -754 -75.0 ' -75.0 • 754 • 75.0 75.0 75.0 75.0 -750 -73.0 • • • -75.0 1 • 58.125 • • 37 500 ' -75.0 •75.0 -75.0 -75.0 -76.0 74.7 73.2 70.8 88. 75.0 76.0 76.0 75.0 75.0 1 O K K O 2 22000 71.750 -76.0 -76.0 -76.0 -750 -75.0 76.0 75.0 76.0 75.0 75.0 1 ■ 30.000 37 500 2 28 410 71.750 75.0 75.0 -15.0 -75.0 -75.0 -76.0 -76.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 _ 71.750 -76.0 -76.0 76.0 -76.0 -75.0 760 75.0 76.0 76.0 75.0 33.000 37.500 -66.4 -63.5 2 31000 71.79) -76.0 ••• -75.0 -76.0 -76.0 -75.0 -76.0 -75. -76.0 75.0 + 764 ' 76.0 75.0 75A 75.0 2 38.125 - ' 71.750 -75.0 -75.0 -75.0 -75.0 -75A 76.0 - 76.0 76.0 75.0 75.0 75.0 73.0 74.7 COMPARATIVE ANALYSIS TABLE 1. - CLASS OPTIOR 1 5116 Het See11p5,erled..020Inner Layer. U6- Massed 001[PA6ATUVE 3!W Not Oly. of SHbr ANALYSIS SL wg!len.d, Indents Veld* TABLE .093 Inner Mu. Goo Widths 2. - GLASS OPTION 2 Layer, 1 fa- 11Rd Strengthened NalIhb COMPARATIVE • S116' Met Qty. 06 tab ANALYSIS 91er•0lene5, S1de116 Me TABLE 090 Diner MIL 0 Widths 3. • GLASS OPTION Layer, 3118" Atne Neiihb 3 ied Qty. of Stabs SIdslhe Width Mu. Deo Widths Maim 79.750 53,750 87.750 91.760 95.750 78.750 63.750 91.7631 95.7 79.750 63.750 57.750 91.750' 96.753 0 0 1 r 220]0 37.500 -75.0 -75.0 -72.5 -70 -83.8 [ O K o J 1 ?2000 37.500 -75.0 75.0 -75.0 -75. 760 O x ' 0 1 37.5 -7 -76 0 -75.0 -75.0 -75.0 75.0 76.0 72.5 70.2 65,11 150 76.0 15.0 75.0 75.0 75.0 . 75.0 75.0 75.0 75.0 1 28000 37.60) -74.7 -73.2 •70.8 416 -67.1 1 28.000 37.500 -750 -73.0 -75.0 -76. -75.0 1 20.000 37.500 -75.0 -75.0 -75.0 -75.0 -76.0 74.7 73.2 70.8 88. 67.1 75A 76.0 75.0 75. 75.0 75.0 75.0 75.0 76.0 75.0 1 10.070 37.503 4541 43.2 41.0 49 458.2 1 ■ 30.000 37 500 -75.0 -75.0 -754 -75. -75,0 1 3 , -76.0 -76.0 -75.0 -75.0 -750 64.7 63.2 61.0 59. 56.2 750 15.0 76.0 75. _ 76.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -66.4 -63.5 -611 -50 458.9 f 33.000 77 500 -75 0 -7S 0 -76.0 -75. -76.0 1 33.003 3T SOD -75.0 -75.0 75.0 -74.7 -72.6 554 53.5 51.8 50.1 46.9 760 76.0 75.0 750 76.0 75.0 76.0 73.0 74.7 72.6 1 36.125 37300 48.9 47.6 -45.4 -43 -41.8 1 36 -125 37500 -7 -76.0 -75.0 -75 -75.0 1 36.123 37.500 -70.0 47.9 45.7 43.1 404 4 47.5 454 43. 41.8 75.0 75.0 76.0 76. 76.0 704 67.9 65.7 63.1 80.4 O • 2 22.000 71.750 -75 -76 -72 -70.2 48 O X 1 X0 1 2 • 22.030 -75.0 -75.0 -76.0 -75.0 -75.0 F 0 1 4 M 0 1 2 , 22.000 71.750 -76.0 -76.0 -76.0 -75.0 -750 75.0 75.0 725 70.2 08.6 71.750 754 75.0 76.0 76.0 760 754 75.0 76.0 76.0 76.0 r 2 28000 71.760 -74.7 -732 -70.6 48.6 47.1 - _ 2 26.000 71.750 -76.0 _ -75.0 -76.0 -75 -15 2 25.000 71.760 -76.0 -75.0 -75.0 -75A -76.0 74.7 73.2 70.6 6E5 67.1 750 75.0 76.0 75.0 75.0 76.0 76.0 75.0 75.0 75.0 2 80.000 71.760 44.7 4512 451.0 48.0 462 2 20 71.750 -750 -750 -75.0 -T5.0 -75.0 2 30.000 , 71.750 -76.0 •75.0 -75.0 -75.0 -75A 64.7 83.2 61.0 - 59.0 582 754 75.0 76.0 ^ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 2 33.003 71.750 -55 4 43.5 -5 0 40.1 -48.9 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -76.0 s .2 33.000 71.750 -75.0 -76.0 -75.0 -74.7 -72.6 55.4 63.6 51.6 50.1 - ' 481 754 75.0 75.0 75.0 75.0 76.0 75.0 75.0 74.7 72.8 .9 361 40.0 47.5 45.4 '43.4 41.8 2 36.125 _ 71.750 75.0 -75.0 -75.0 -75.0 -75.0 2 38.125 71.750 -704 471 45.7 43.1 40.4 .A • :47.6 45.4 _ 43,4 41.6 75.0 75.0 75.0 75.0 75.0 . 70.0 679 _ 66.7 63.1 _ 604 • • • • • • • • • • • • • • NOTES: 1. NEGATIVE OESI3A LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTIR E 1300-13. 2 FailIVE DESCH LORDS EtASED ON WATER TEST PR AND CLAW TABLES ASO! E 1300 -63. .3. MOM . 0/0 • OAYUCM OPENING ® 0/0 HEIGHT : DOOR MGM - 10.675' D/0 WIDTH SIOE1 TE • SIOEUTE WIDTH -2.750' 0/0 WIDTH PANEL . WAIL WIDTH - 12.503' T INS tl 0 � �'� 1070 1200N3LDGY OAVC HOIOONs. PL 3.275 Rawl L. a•4 PL fA. sox 162e PC 9.31711 Wi4011.6, IL 34274 7 12/99 0410 DSIS t AID 577 J C-A Ar9'Jf L e es 0 -PEI, LETI 8 /17 /0t �i � 3 i� wow DESIGN PRESSURE TABLES, OXXO & OX0 ug ALUMINUM FRENCH DOOR w/ SIDELITES ■44/1*Wt• rata: 9M ►- Il . 1•N iv -Tor f NTS 1 6 0' •r 8 1 972 0 • • • • • INN - 3/16 M31T ST114ICMOIm .090 111.6! LAM! (SEE NOTE) 1/S' /7/1E/LED .437 • • ROTE 1117/137 LAYER M4Y At 040 azoAn E P19 OR SAfLEX /KaPSAFT WAWA Rebut L. Ctirt. Pt 36712 It M,tiiw.l I N q i - r ES 1070 TECHNOLOGY DRYS WHORL 71. 34276 PA. f071 1670 NOKONS., R 34274 twee H' TX. lime Br F.K. 4.d F.K. O.H. clew r!► 7/LiT 72/99 0 IC 7)65 SN! C-417D 7/16 GASS Rafter LETTER 07/01 9/9/02 2/o1 GLAZING DETAILS ALUMINUM FRENCH DOOR W/ SIDELITES 1YLV/ILa6: FD -101 l NTS r 8 lamb. 972 I� D 120 512EL ?ES • GLAZING OPTION 1 • 4401. (3 /8) L4MIN1TE0 •••• • • • • • • • • •• • •• • 5 /+6' STRENGTHENED 3/16' I AT STRDi.'TNQE3 .a'.•3 INNER :m6'41'0413 1.{F—• .020 OMER LAVER (SEE MOTE) • 3/14 MEAT SlIGINST118110 3/16' NrAT SRDIGDEN •••• • .457 • - :viii i A37 • • • • • • • • • • • .• SIm£nTES GLAZING OPTION 4 7/16" LAIRNATEQ 3/11' MEAT MD:G110/ED .000 INNER LAYER ME MOTE) 116' MEN-ED REFERENCE TEST REPORT: Fn. -2057 IF 3/16' NETT STRENGTH NED .090 VIN LAVER (42 NO1E) V% FEAT 51AW:THDIE0 I �1 I I 01 .437 DODR SWD£LITCS GLAZING OPTION 2 402 13/8) LAMINATED 3/16' MEAT STN0IGIND D 420 INNER LAVER (SEE 110T* 1 /d MAT SIMENGb1DNID DOOR I I - 3/16' MEAT SUMMONED {� .090 I104131 LAYET. (S1Z NOT* -- 3/16' SM1EAL D GLAZING OPTION 3 7/16' LAWINRTEQ 3/:6' MCAT SIREI IDED .020 INNER EAYE11 (SEE MOTE) 3/16' IIHNEALED SIDELITES • • 2.3 • • • • • • . 1! • im • :4 . • • 1"- • • • I • 1 1 ? • 1 • • • • • ielzii.y.:__::i • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 7 77 ST 3; 7 TL-2057 • 23 :.CLCaf OKNAO .I2' Set:1.10: 130 otirswitee. tf2 , N •.11 ^3 3ili, ,t • • • • *CR. ZC.IN OA 38.254 A...VI. °Mull 001.tieff DLO TSVfiliC vim li - 1- 4.5•0 -.-- 33 3/8 oaany.: sa snar 3 ANC80.9.: HOUGIt aPINDIC L.fr,,,,, Assmi L Cat. PL 13013 SymZUMI 6440%:.■ eel • SCC SHEET 3 MS AHL'HORS ROUGH OPEICAC 30 1.478 4.000 4.020 iUTSJVING — 3.030 --1 °MANG 10.04 D. 4.10.c i/17/03 0 04 5HT Nan! Dfi 044; SEC SHEET 3 MR ANCti9.11S 04p0.10S4, r .2°111 11GO 1--- 3.100 11 SS i/5 satn.s.1.7 r .75i; 214.4114Zu Aotapb,iii Keg_2- olL711 tormip tseosyt.A 9/§ c CMC MIS SHr ca.: AifkS.,k /o? itaoaur ReAtar. AM= F.K. 3/20/01 Pa LETIER 8/17/01 ! Av.: air trec 0.8. 7/12/99 a....c.:.b. SECTIONS 74ig VA'CIMS: . " .. . 7 14.21.r ALUMINUM FRENCH- DOOR W/ SIDELITE! FON .SCH. AO. .it9 s.., I JO i f . " (C ' w i : 427, FD 0 NTS 4 8 I -1:1 4 72 o sclopnom i 4 • • ' 4 • - , W • ......0 6053 .062 W ) MEM= CIEM•111111■1111 • 6 - 06 AMMO FV::F7IIIIM arin Mill•IMMEM LQ/all P - 03 :MOW .554:311=01111.1.11111 : • re - i-7,11:1:3_11 ighl la ill • Jo • AL • - 050 'VI Ug)I1 603131) IICIIM - Illrffill A( 4.tz — _ MC ' READ , • - • ••• W4 . ,_!.. 11 AC. Ar-42171 PA ' .2.L ThraWaJd L coaz-is 462 AIL) • ---ivir.---., .. 61009 . - IMINIIIM F. .7 ND - i - AT-10371 *, _ ntc .1_ 6093-75/0. MILLI IrilliIWP.1.14.1 ;a • ',- 7 • I. . • p:.d.rc • : - 1.44 : SCR . /42. ...HZ 6337d1l MI: nak =Mila MITI= 7034A 1 Gad FIOtall I Mil •TrL. IONA 1 1 1 1....1„M11111.1" .• ./... • 7477' ?ii Assy. 3 30K FIT 50. F1ie. i — ...L.41,Ke-immi■writilimi 51 ILO • AMMINIMEMOINIMIECERZ 11.1.E.SEW=11■1 . isieMarMX /FRIarl 71 0569. • 1. .• Wife ICI r/ifFirdal • E=.1111 f, .12X.PIDAII • NAO3W610)." WAO. IVERC•MAIHS FASTEK71 Al ; . '1 • 31I " ir.N.i,mervii-i-/ Mel r.f.,1t.hLONI -g& 4 Fit a !F'l 't 44 P ki , 03-- - 0.200X111 1123ATAY .t. • - tI 1/ 11 SCHLE • . • V) ' r..-P,:1611.— I. •tau t,04•• A " t ' 71 tk.C.P.ANNItE_MTCA. 13:73MIIIN MEM.. mum. 604 33 Omer. Midi ES11659' ''0 • 1 1 ICW1131 IlWrla tIFE:fin a •E;IN • 4 • iii* !!! ,_ e• cl.. ft.,/ • , • • - • I9? i• I. rwatmailse w • ,_ FI' •_ Salk .maa.-..ala Ia a ;.-ALO? 13 Mi- SUM 731.14 111111011 . - ..1,41,15 • • Li.._.....12./11111:111a1M1 .. waMIEMINION11111111111•101japAr. 75. • 111101111111111•1■Iti:V?ta. Hama ad AlLuiLL-,4111EAMICYAIMINEMIIN a. • - . - . .r why xtrmta.2151=1177111--MD 14rui Huissytirect--37reffit,..7127taall L.—.�I. .2 gYALIIIIII a: Rap ar Sc•I 4:12=11•7=3 117:iiilff51 *Mai sr-- 10Jni,IG A M.74: I 31 r.• ..1 I I TA I I I MI= I I IZEZ O 2:: i • 11 I= I II I MN 8 rr o s. T.rd2177,P7FM.7110 TM) • • • • • • • • • • • • • • • • ' 1 ! I r, • • • • : • i • • • , • • • Ii) • • ./ --1 • ' 1 .!..1..• l'r• • • • • •,,,.• "" ...... 't l ••••• •-- " - ..., • • • • •*. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • " t LJ • 6.6.1 L az*. Pt. rt $32712 513mM-tee 37 Z ;16 JOI1r5;,• I. CS al BP.V..XL75 OE FOR OM L'OhflGt.trtAllOel 2. •• TEST KinIffr: FIL-2067 4 1.1 1 .6 1DU TRIES •42n •1.17 34973 34216 (W. I r F.K C -ADO 7 i& GZISS Wrsarlae: SILL OF MATERIALS ran 6.0001.•3 litisz.ra• dm EMMY 0611064044. Ava9 3(02- 6 72.1. 1.9 C54 'W tagit4 Birth. 5•10.01•0g1. Scir: I fltoeu Fa- )0i NTS I 5 .4 8 ALUMINUM FRENCH DOOR KV SIDELITL 9 72 C Orm,r1lp • - • ._ 1.7 • • iiw•• • ? —�- • •• 6 • •,L, • • , • • ... .`: 4- • I. • • • i ••R . ,% .i •• 1 • • .' • • •• --.--,‘--,' I 1.759 00014 PANEL I- Y1EE10R ASTRAGAL 6063 -15 AGWIT. • •••• - 7 - 1 • • • • •- ti • • .,,:::-. 1 500 • • • • • L • ^ • • • • • _ �•-r• • !.272 • ▪ • ._._•-i _ • • i • ,: mac.: .1 C d _vac `1 7RV9S CLAMr • • - I i••ri • 5 = - i . . l- 1+.._+` SJd3 - T5 AL:.4. 1 • • • •••• •• •• 1 .0S2 — 1 • 4.875 O FRAME HEAD 6053 ALLMI. g/ ati . / / 7/4 Cask P.- PC /34712 Strucund T.479 4. D75 -062 -- 4 -100 DOOR PANEL. f Exnaive 57R. L 60■] -75 AIUM- F� 3.090 � 0UT_WM TNTdSNaLO :9 6GS3 —TS ALUM. •+•s ye Cub: f.K- 9/9/02 3.000 1.485 Rani Rr Pair * c.r.lt F.r. 1/1 7/65 0-WO G!c 7)55 Soo - 1Yn/ etc n.•,. RnoCnc F.K. 3/9/02 C -NEW SMT G FRAME J.W8 .- 6003 -75 ALUil. - O..71 EXTRUSIONS PROFILES. DOORS -- � e CwW dit*, Om* 14n (.LL,„d. 01. or t ALUMINUM FRENCH DOOR W/ , SIDELITE5 rer.1/lroa:! is_• s1�t• oR.1.• . awe FO -707 NTS l 6 d 8 9.72 1 D • • • • • • • •• • • • • • • • • 1 ••• • • • • • •• • ••• •• • • • • •-":":`,. = :ti::T iL3Trati • •• • •• • •• • •••• • • •••• •••• • •••• • •••• • • •••• • •••• • • •••• • • •• •• • • • • • • • • • • • • • r • 3. $053-T5 5.459 i. L r ' sMEU►E NF..OEA 60:3-' = ALUM. 3.100 ---I I / • R••ul L d•4. P.E. FE 13.7Q Sinutur••1 1.475 r .890 1 L.430 r .052 4 1007 � I 1.578 --I SOEUTE J�l18 73 6063 -T5 ALUM. (Wc •,, .l ,/17/0.3 res-JID CPC Pin a� •••:•1••at 7/9/02 • C -llEW SHT 9 / 9 /O7 F.K. PrtMEWID ihs "boils J2 B acTw•: EXTR PROFILES, S!OEL TES • 11i . 1177 .: ' 3 AL FRENCH DOOR W/ SIDE: ITE. •: : 1525 5t.' .1I•F Sc+l•: Y..d: ciaS•= _ 34274 FD —tor NTS I 7 8 16•••■Ms. 7L Fn: 0 • • • • • • • • • • • • ' ;-"'---,--;..1. • .• . • - • I , ..,...0 r. :.: l_..., .7 ,: ---.--7----__. •....! A0.1. ' • 1 i'....11.:... 1 ....- J ,f..7. z•• ' .ban, • \ . ; ..- -4 • „ , • \ !- ---- • • • • • • . • • • • ,... • 11 • • • • • • rir!".••;VP.Gn • • • • • • • • • • • •7 • • • • ••"...eri • •• • •"" •• • • • • • 2 6 i • - 4-„ •••• ' • .•- 1:•••• ••• • • • • • • • • • • TN6P 4 • • • • • • • • . • • • • 1 • • .1 i •,•'' • Tr?. f T.:fa sOrE .250 z.ct TYP. JAMB TYP. JAMB/SIDELITF •.. Jr ottl.a.: Et= Off ROW 3) 112 FLAINEVA :Aug sPACfNo (ri.'-‘ NOW 3 av Sift? 1) REFERENCE TEST REPORT: F7L-2067 1 1cKAITA 4 i5 500 • • 1 ., • TYP. . SIDELITE SILL NOTES: 1. 0.V;r et4446-14401: COugiY 2 triSTALLA701 OF 2r 11030 6LC.P: Sanetnir Ar,D m 62 Rafilla 3_ aesria.Anw a u•arcao mar 3;: r. SOVAA7RY. iC;71 P..: JYF. 5. c HEAD r0 Q 1174. TAPV3,15. tes'frair 6.1614£13VUI V.7 orriast. -as7r.Am m ea: C...-T. LOGY OWE 14. 34215 at 1.5211 FL 34274 1.501 1 I Award ey: r.X. FJC. arnif Er FIX. ea.. oot o.a. 1.5 2 reCr3D aucr: (stx oofr fI Pr.N.W... TYP. S1DEL1TE SILL ANCHORAGE ft•INE/D TYP. S1DEL1TE HEAD 2. 'raw EgAIN. CF.CE • Oat, 1717,49.3 9/02 5/20/O P72/99 fiewsl.ss: o-ND CH6 gfr C- W ADD TES Aslaic 8-7? Pr LETTER V17/0 • email M.: 5.144/0xkl. lica, I v.'s: ALUMINUM FRENCH DOOR W/ Wall FD ICI NTS1 8 .4 8 I 972 • • 000 • • • • •• •• • • • •• •• • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ..O •• • • • • • • • • • 00 • • • • • 000 00 •.• • • • ••• • • • •• •• • • • •• .• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ..• • • MIAMFDADE ••• • • • • • • • • • • • • • • • • • .•• • • BUILDING CODE COMP14XNt'OFF4CE (B€CO) • • • PRODUCT CONTROL DIVISION NOTICE OF ACC9 �� ••' 1•••••.. .. •.. • • • . • •• • • • • • • • • • • • • • 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 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window ✓ APPROVAL DOCUMENT: Drawing No. 7045 - titled "Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17 /02 with revision on 3/17/03, signed and sealed by Lucas Turner, 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 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 dare 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P E NOA No 02- 1224.02 Expiration Date: May 22, 2008 V Approval Date: May 22, 2003 Page 1 ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • .• • • • • • • • ••• • • • • • • •• • • • • PGT Industries "• • • • • • •' • • • • •' • • . .. • • • • ••. • • . • • • • . • • . • .... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • (For File 0 &y. Not part of NOA) . . • A. DRAWINGS • • • • • •• 1. Manufacturer's d drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, 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 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02134 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 2. 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated 10/3/02, signed and sealed by Joseph Chan, P.E. 3. 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 4. ... • • • . .. • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • . .. • • . • • . • PGT Industries • • • • • • • • • • •' • . • .. ••.•• . . • • •.• . .. ...• • • NOCE • OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • (Fo; File ONLY. Not part of NOA) • • • • • C . CALCULATIONS ..... • .. •• 1. Anchor . Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. E. 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. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. ' F. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 024224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ( Build: n Electrical Plumbing Mechanical Roofing �Crc � — 1 Owner's Name (Fee Simple Titleholder) - 5y&E 410 5€l.■ NI (-fie_ P(L1.114- Phone # L �) Ls - Qy t Z Owner's Address 3c ((, 1C1 Cite '(11'1n(r\ L Sr{ c,.t i 7 State L 'T'enant/Lessee Name NI A Job Address (where the work is being done) !'5(4fl Ptj, Cite Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO K Contractor's Company Name Contractor's Address 1 -1C (c, (' Cite �,! f l ( 1Yl l ICJ State Pk- Qualifier Ca G LK: 5 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INC Type of Work: Addition ['Alteration ❑New Describe Work: Nno, TtOr.•l cc C c., P Ai* i C - , , -x Tfr r m art i'100(._t, or t=, [ r_ AN C.c A2A C:. (� . * * * * * * * * * * * * *, * * * * ** * * * * * * * *F ee * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** (� Permit Fee $ ' - -'� Training/Education Fee $ Notary $ raining/Education Fee $ Z.O. 2 = 9 - Scanning $ `Q<0 t Radon $ 5, 8 ° Zonin Code Enforcement $ Total Fee Now Due $ 3 ' L Z. O, (Continued on opposite side) Structural Plan Review. $ Master Permit No. Zip ':)3 ( 3 Phone # Phone # Permit No. Zip '3'3 1:3 'd Zip :33 I L, c? Phone # 0) - 67("?- - ee tee, 0' Square Footage Of Work: b 8'C 57 ❑ Repair/Replace ❑ Demolition c ,c.{ P- c .Y CCF $ (e0. ( s9- Coicc 50, . Technology Fee $ Bond $ 300. Qi 5 01) _ /od, o0 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 Hurst 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 day of k L , 20 C3 , by Q who is NOTARY PUBLIC: Sign: Print: . My Co:: • G l 111 1 * * * * * *+k%1 * if* 0i t1 43X ritf, iFAlhsp ** * ** * * ** * * *** * * ** ***** *** * * * ** l3onded Thru ''- , riding Co., Inc. APPLICATION APPROVED BY: Chc 05/13/03 s Alicea ion #DD296544 Signature me or who has produced As identi>;ication and who did take an oath. ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor � this The The foregoing instrument was acknowledged before me this ��t / ' day of ' CT` e- . 20 &S", by C Ara).7C• itol..fz5 tip who is gCersonally knowrt4o me or who has produced a identification and to did take an oath. NOTARY PUBLIC: Sign: Print: �`��`Y�''� Arlenis Alicea My Con, ";it ' fission #DD296544 * * * * * * ;y * P it A4ar# 2iNg * OP Bonded Thru �„ " Atlantic Bonding Co., Inc. * * * * * * * * * * * ** frs S?)"14c . Plans Examiner Engineer , � . i Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE B �1N THE JOB SITE AT i T TIME OF FIRST INSPECT! ) ^V PERMIT NO. 61 , TAX FOLIO NO. I 1 " 320 (0 -5170 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives noticrli that improvements will be made to cer ain real property, and in accordance with ChapteJ,r 713, Florida Statutes, the following info mation is provided in this Notice of Commenceriient. 1. Legal description of property and street/address: 1lntpm ► ,Sh1C'Q -4 3 � ��L ( Aqyl i) PG 10 -1 0 L_o (5 1 1 ! 4- ' 12. 13Uc 3B LOT SI a` 1 CCU . 00o x 2. Description of improvement: 3. Owner(s) name and address: - CbtzCG_ p'Np ( N. i t f=Ei2 Rre N A . 3U c, T E 1O2 '-r' ( I Ami 5 \- 1olzrt_5 33 - .2429 Interest in property: Name and address of fee simple titliholder: 4. Contractor's name and address: :09-0 N.11 I NC 4040 NGtS) Co CT NOtaTrt rr ►Am i FL . aI (S 5. Surety: (Payment bond required bjr owner from contractor, if any)rATE 3F FLORIDA, :OUNTY OF DADE HER CERTIFY that this is a !ru )1"l led in - s offica on a •A/ c:at ( NATIVE. c • A0 20 eal nay of r� '' C 001. ch ar (' ' • :'; GC.D kS (WV Name and address: Amount of bond $ 6. Lender's name and address: / /� � iii• 01 �%� 7. Persons within the state of Floridaidesignated by Owner upon whom r. ot es or • her documents may be serve provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: NI 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different da e is : ' ified) N igna f of Owner 414, f‘21% . - � Pence Sworn to and subscribed before me this `'� day of APR IL_ 20 �, ��. ,� 'r' ' f° N t. Notary Public = : Print Notary's Naf • - -.., • My commission expires: 123.01.52 PAGE 4 10/04 Print Owner's Name of the 111111111111111111111111111111111111111111111 C:F= N 20'J5Ri q4 2 a 442 OR [' 23314 Pe ':403; (Iris J RECORDED 04/27/2005 11 :45:11 i HARVEY RUVINr CLERK. OF COURT MIAIII -DAIDE COUNTY? FLORIDA LAST PAGE ts Prepared by AR-LC-...NI S hIUC(c.11 Add!ess: 14040 NW fo CT Ki n12Tr -f rn I ( m 3311,9b (20S) (0c8S - O tZ JOB ADDRESS: APPLICANT: APPLICATION: DATE c (1 ZONING CRITIQUE SHEET PERMIT # 3 O (( /Z' & /0_2 sr 1W/7 /a COMMENTS m F � U� %d /geri'l "z ie ,- 45 ` o,' Are,. . (j'd' 1e e74 eb' / ' ' ,~i/L /e S© "e 5 o ' e- jk 511-wts j a INITIALS . X15 4,14 Ty - is ` - iva-r Edo a e (I 1 -✓( too /9- c r - OF $1 T PL/flu 1(4 OW 44' IS T t la 50 I CI vIc 6C "New 37 (S 10 dub " ' 5 r fcK 1S /S" �� K • C& c J /i u, D Rom n ice are( ,` : rjec( / c '(//77A 7 31 4 or f5'-rie) c D - �� c r Job Nance P e. O Ai /a'Z S STRUCTURAL CRITIQUE SHEET NJ/ 5/)7J Miami Shores Village Building Department J E x Ie / r` 44)0 - fra d /.4.14 ii> is e.,,,-y ?, Heat 1,,y Z_tah;4:.Ca41-e of !f/1r.et6vI S e -y — / S �.v�z.a. f : e-ht f / .4:4-144 e �G e/r 13 4 ky7 O e AZ C U ?•L .5 //77 C--[ S 11 he Gen cre ie r l 'r iC& en r /, 7 le.'d t& 5:9)) .5' ?; I ep (t 5e4.hro 1 PI- vd44 jtm44, l ` / i i'in b)77; :. \ . c e7rrrec/eet1 Pid S Permit No. 04--- 6 02- C L L f,q c . L" /aYl . M)2J 2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JOB ADDRESS: APPLICANT: APPLICATION: DATE )7. ZONING CRITIO UE SHEET PERMIT # (, /6 / o2 s r COMMENTS a. 6J /5 . A 71(e ,- S 7 4 co/ o r ( 1 , 1 0 1 , f , f 474 /7/14 5 / e S',¢e'F s Q /J./ - NOT .tau. 6 ei ii-aw Cam' MI. sflrtib ' SW-pc 7 /t- 6' " Nu G'S1 t s i lab ? 577E tic. JV 571-a“ J a ' &X*77hvg_ a,9!<! (() Cscr.V2/i1/ 6 as-e. i a Pn /Z.' or r ctr 71 /fig 15 / INITrg ( K-7 JOB ADDRESS: APPLICANT: APPLICATION: DAT COMMENTS INITIALS �7/ C itA5r 1j4( /S f T , C,' 0.) .mac /� / / e ,'Lets / co l a /- ! l /_ 0404 % t/L/e ° PADA- "ry - is ` - iva� o it a ft to-WI - (S cc -Q of ) how Aro woe odic New t (Si i/' 2 ZONING CRITIQUE SHEET /97gP d PERMIT # 7C 1 a ' 311.) c (4 a-n ' D tee. 3a6 laZ 5/ STRUCTURAL CRITIQUE SHEET �/ 5 //7lt,c ✓ @ treed Sim cev Miami Shores Village Building Department () E X er /Di iglored - frame ed LooIls ✓i�� i � �� 6> h i Zon ezd e v/ ,/(411r141° Share4 sl be 6%n e as®h c1 FFGZnd.P %zi. S -1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. el 4 6 - Job Name p e g ✓ a Need f2 /-t c r 1 6I ' ra(/er c- in e -ji>� ,v si ✓ C49 %(lahtr d Y" ��Qdr��} ��/' ®7/ls�� 5 �✓'2 �t.Jil Nl e � � G!i'�!/�dO4 S p6m8 J 5 „I44 e p7-72 / d D J C6 rf''ec:; fe d- P/4n s . 'SX FINAL ADDITION PERMIT EL12 -05 -1309 IS ATTACHED TO THIS PERMIT AND STILL NO INSPECS CALLED. La Li 110 I 'ol j' .& / ) Oc Passed Inspector Comments H ,5 -- / — ��yy - rO le 4 q e, -e: L 6,c,, Failed ,, -I- v) ffec/ / e v-ii-i ,_ , ( 3 0 c , , ..._ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Monday, September 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .Ji 2 7 ME Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Page 1 of 2 LOT: T A [ N K [ 0 T H E R APPLICANT: PROPERTY STREET ADDRESS: PROPERTY ID #: SYSTEM DESIGN AND SPECIFICATIONS SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: STATE OF FLORIDA PERMIT 1 DEPARTMENT OF HEALTH DATE PAID ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT 1 Authority: Chapter 381, FS & CONSTRUCTION PERMIT FOR: [ ) New System [ J Existing System [ ] Repair [ .) Abandonment BLOCK: SUBDIVISION: Chapter 10D -6, FAC [ 1 Holding Tank [ ] Temporary /Experimental [ ] Other(Specify) AGENT: [SECTION /TOWNSHIP /RANGE /PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 10D -6, FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH 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. ] [GALLONS / GPO] SEPTIC TANK /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] ] [GALLONS / GPD] CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] J GALLONS PER DOSE DOSING TANK CAPACITY DOSE•RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] D ( ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ J MOUND [ ] I CONFIGURATION: [ ] TRENCH [ ] BED [ F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ E BOTTOM OF DRAINFIELD TO BE [ L D FILL REQUIRED: [ ] INCHES DH 4016, 10/96 (Replaces HRS -H Form 4016 [page 1) which may be used) (Stock Number: 5744- 001 - 4016 -0) ] [INCHES /FTJ [ABOVE /BELOW] BENCHMARK /REFERENCE POINT [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: ( ] INCHES TITLE: -, TITLE: ' CHD EXPIRATION DATE: Page 1 of 2 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APP (CATION FOR: Check type of permit; if "Other" specify type in blank. APP.:.ICANT: Property owner's full name. TEL Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. SYSTEM DESIGN AND SPECIFICATIONS: LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character ID number for property. (Health Department may require property appraiser ID# or section /township /range /parcel number.) TANK: Minimum specifications from Chapter 10D -6, FAC. DRAINFIELD: Minimum specifications from Chapter 10D -6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. CONSTRUCTION PERMIT FOR: [ ] New System [ ] Existing System [ ] Holding Tank [ ] Temporary /Experimental [ ] Repair ( -) Abandonment ( ) Other(Specify) LOT: APPLICANT: AGENT: PROPERTY STREET ADDRESS: PROPERTY ID #: STATE OF FLORIDA PERMIT # DEPARTMENT OF HEALTH DATE PAID ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT # Authority: Chapter 381, FS & Chapter 10D -6, FAC BLOCK: SUBDIVISION: [SECTION /TOWNSHIP /RANGE /PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 10D -6, FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH 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. SYSTEM DESIGN AND SPECIFICATIONS T [ ] [GALLONS / GPD) SEPTIC TANK /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] A [ ] [GALLONS / GPI)] CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ ] GALLONS PER DOSE DOSING TANK CAPACITY DOSE KATE [ ] PER 24 HRS NO. OF PUMPS: [ ] D [ ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: ( ] TRENCH [ ) BED [ 1 N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ ] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ ] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ ] INCHES 0 T H E R DH 4016, 10/96 (Replaces HRS -H Form 4016 (page 11 which may be used) (Stock Number: 5744- 001 - 4016 -0) EXCAVATION REQUIRED: [ ] INCHES /( 7 4y / J - SPECIFICATIONS BY: TITLE: / / / / J APPROVED BY: TITLE: CHD DATE ISSUED: EXPIRATION DATE: Page 1 of 2 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character ID number for property. (Health Department may require property appraiser ID# or section /township /range /parcel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter I0D -6, FAC. DRAINFIELD: Minimum specifications from Chapter 10D -6, FAC. OTHER: Other specifications, such as operating permit requirements, low - volume flush toilets, variance provisos. SPECIFICATIONS BY Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. Describe Work: 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. 1 �S —O PERMIT APPLICATION Master Permit No. FBC 2001 h L 1�. {Clc:.) t vl q Permit Type (circle): Building Electrical Plumbing Mechanical Roofing ! � Owner's Name (Fee Simple Titleholder) / r ei iii ),-.1., Jae /t� Phone # Owner's Address 3 b (0 1`, L 1 D ,� ^l .5A---c e 4) `- City m ) 01 M i S ) ' S State i t U f t{ C) Zip 3'3 ) 3 F Tenant/Lessee Name Phone # Job Address (where the work is being done) (D 1\ t. ((j a (1 Cl r.-e -e�-4— City Miami Shores Village County Miami -Dade Zip ??'.5 ) J e� Is Building Historically Designated YES NO n Contractor's Company Name U j k. I Phone # (._?A 6 E 5 ' / c�— Contractor's Address J (10 L( C ) M _ 1J) CO (' City t \(�' VA in\ ca State t' p< (i0 Zip 3 1 Qualifier 00 and G T L' S % Gt5 State Certificate or Registration No. 6a, 5 't Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace ❑Demolition t �7 c■L -% t (16 .s T1 t '� * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 S � CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company PERMIT # BPC) - X002 City ° CONTRACTOR: QRo \ SUBMITTAL DATE: .fit �(o Mortgage Lender' PROJECT TYPE: ADD IT! ON Mortgage Lender' lc(a }105 6X° City Application is her commenced prior construction in thi WELLS, POOLS, OWNER'S AFFI applicable laws re "WARNING TO PAYING TWIC CONSULT W1 COMMENCEM ZONING STRUCTURAL (� MECHANICAL 7/old Notice to Applica promise in good,; whose property is for the first inspect,, inspection will not he approved and a reinspection fee will be charged. FIRE IMPACT FEES Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this _ The foregoing instrument was acknowledged before me thisL day of , 20 by _, day of tC '... , 20 C? -by who is personally known to me or who has produced who is ersonally kno yn o me or who has produced ___.� A ir.,, As identification and who did take an oath. 4 ,, j YP .. ,� , • .,X1 11 did take an oath. lil _ ., ,.' '; 13. 2006 . Co., Inc. NOTARY PUBLIC: NOTARY PUBIA, Sign: Sign: Print: chc 05/13/03 7* ,u%`. Print: N C S My Commission Expires: My Commission Expires: rk or installation has all laws regulating 'LUMBING, SIGNS, compliance with all RESULT IN YOUR r1IN FINANCING, IR NOTICE OF ), the applicant must ivered to the person • 7osted at the job site h posted notice, the ********************************************•********************************* ** * * * * ** * ** ** * * * * * * * * * * * ** ** * ** ********************* ************** * * *** * * * ***** * * * * * * * * ***** * * *** * * * ** *** * * * * * ** ** ***** * * * * * * ** *** * * * *** APPLICATION APPROVED BY: s / ' Y � `t 01 � Plans Examiner Engineer Zoning Phone # MIAMI SHORES; ..1LI AGE BUILDING DEPJM TME�NT I 305 -795 -2 ,. ' ( /'' " Bui ding Inspecti�3 qAtet Date � 0 Type Insp'n goof nheolorc Permit No. ¢¢�� 0 5 / 0 o !d� V Name P, C4 • Address a�� t& I L s+ Company Or O1" 1 Inspection Date Approved Correction Re- Insp'n Fee Type Insp'n 39t MIAMI SHORES VILISE BUILDING DEPARTMENT� 305-795-2204 Building Inspection Request Date q(9 0.75 Permit No. .Pi a J 607 Name ' ,i(% OZ. Company &VIC, I Let, Phone # '(6 h'5 ° OWL Approved Correction Re- Insp'n Fee Inspection Date VI* 05 7371. E WA() o w_ S4 eatfecti c Miami Shores Village Building Department BUILDING CRITIQUE SHEET Permit No. Q 5 — 602-- Job Name 9/2-ry . Pao cavc. . Arra Sci Oo(-P CO sr /VTQZ f iUc( ) CZ . 11-titAWC),) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12015C 0093 J 03-02 -94 03-02 -94 X For Insurance Company Use: Policy Number Company NAIC Number BUILDING OWNER'S NAME JORGE PENA AND JENNIFER PENA BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 306 NE 102 STREET CITY MIAMI I-LLJUTAL tMtK(atNUT MANAIitMLN I AULNUY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1-7. SECTION A - PROPERTY OWNER INFORMATION STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) MIAMI SHORES BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ## - ##.##" or ##.##/#4 ADDRESS 6125 STIRLING ROAD SIG REE FEMA Form 81 -31, January 2003 HORIZONTAL DATUM: ® NAD 1927 ❑ NAD 1983 if necessary.) SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ZIP CODE 33138 SOURCE: ® GPS (Type): ❑ USGS Quad Map ❑ Other. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI 1206 B2. COUNTY NAME MIAM DADE COUNTY B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® 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 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Fevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. FJevations — 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/A0 Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments 1929 Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No o a) Top of bottom floor (induding basement or endosure) 11. 7 ft.(m) o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) NA. 1 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 10.0 ft.(m) o 1) Lowest adjacent (finished) grade (LAG) 9.8 ft.(m) o g) Highest adjacent (finished) grade (HAG) 9. 8 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h _sq. in. (sq. cm) CITY DAVIE DATE 06/08/05 w w N N co E c w m E m C z co J SECTION D - SURVEYOR, ENGINEER, OR ARCHRECT 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 in Sections A, B, and C 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. CERTIFIERS NAME CLYDE MCNEAL LICENSE NUMBER 2883 TITLE PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME ATLANTIC COAST SURVEYING, INC. O.M.B. No. 3067 -0077 Expires December 31, 2005 ,2W:3 STATE FL TELEPHONE 954 -587 -2100 ZIP CODE 33314 See reverse side for continuation. Replaces all previous editions 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. 306 NE 102/ STREET CITY STATE ZIP CODE MIAMI FL 33168 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS INVOICE # 22358 Machinery is NC Flood determination is based soley on F.I.R.M. provided by F.E.M.A. No research was done in regards to L.O.M.RJL.O.M.A. documents. We do not accept responsibility for insurance premiums based on Elevation Certificates. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For 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, C (Items C3.h and C3.i only), 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, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal 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. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or anthited who is authorized by state or local 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 (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 CITY DATE TELEPHONE TITLE TELEPHONE DATE -• _t(m) ft(m) Poky Number Company NAIC Number For Insurance Company Use: STATE ZIP CODE ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments Replaces all previous editions RESTRICIVE COVENANT DECLARATION OF USE PREPARED BY: undersigned Jorge end Ien,nifPr Pena and being in Miami Shores, Florida: Lot(s) 11 and 12 Block 38 (address) 306 NE 102 Street Book 10 Page 70 WIT Signa —� Signature and rint nt I/ei(t - 1. STATE OF FLORIDA / COUNTY OFD j3 i My commission ex Miami Shores Village i i res: 4 , 9 •0e °4 ", VERA -LYNN STONER o MY COMMISSION# DD040422 o f EXPIRES: July 9, 2005 1.800.3 FL Notary Service & Bonding, Inc. 10050 Northeast Second Avenue Miami Shores, Florida 33138-2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 www.miamishoresvillage.com DECLARATION OF USE SWORN TO AND SUBSCRIBED before me on this 26 day of May 1/ . A / // 4 / • KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the is /are the fee simple owner(s) of the following described property situated ofAm. Plat of Miami Shores Sec: (ubdivision), A.K.A. according to the plat thereof, as recorded in the Plat of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) ,Torge and .Tenni far Pans desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single - family residence only. 3. That the use of the property or building will be as follows: Home off not for rent. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his /her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with ordinances of said Village then in effect. IN WITNESS WHEREOF, the undersigned has /have caused their hand(s) and seal(s) to be affixed hereto on this 26 day of May 20 05 Sig gnat re and Print Y CERTIFY that on this day personally appealed before me .Torgp and JennI far Pena who isersonally r has produced (type of identification) as identification and he /s e ac nowledge that he /she executed the foregoing, freely and voluntarily, for purposes there in expressed. , 2005 NOT RY PUBLIC STATE OF FLORIDA This instrument was prepared by: Name: Stephen K. Loffredo, Esq. Address: 9999 N.E. 2nd Avenue, Suite'216 Miami Shores, FL 33138 Return to: Name: Lynn Stoner, Esq. Address: 1 East Broward Boulevard, Suite 1600 Fort Lauderdale, FL 33301 Parcel Identification No. 11.3206.013.5170 WARRANTY DEED This Indenture, made this 3 'b day of October, 2003, Between MICHAEL J. TREACY and ELIZABETH T. TREACY. Husband and Wife whose post office address is: 2474 N. Emerald Way, Deerfield Beach, Florida, 33442 of the County of Broward , State of Florida , grantor *, and JORGE PENA and JENNIFER PENA, Husband and Wife whose post office address is 306 Northeast 102 Street, Miami Shores, Florida, 33138 of the County of Miami• Dade , State of Florida , grantee *, Witnesseth that said grantor, for and in consideration of the sum of Ten and 00/100 Dollars and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Dade (now Miami -Dade) County, Florida, to -wit: Lots 11 and 12, Block 38, of AMENDED PLAT OF MIAMI SHORES SECTION ONE, according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida. SUBJECT TO 1.• Conditions, restrictions, limitations and easements of record. 2.- Governmental zoning ordinances affecting the property. 3.- Taxes for the year 2003 and all subsequent years. and said grantor does hereby fully warrant the title to said !and, and will defend the same against lawful claims of all persons whomsoever. * "Grantor" and "grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Sign seal := n • • ell ur p esence: Tie r. Witnes Print name Witness Print name: /I`r STATE OF FLORIDA COUNTY OF MIAMI•DADE SEAL ELIZAI3 i T. TREACY I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared, MICHAEL J. TREACY and ELIZABTH T. TREACY to me known to be the pers n de cribed in and who executed the foregoing instrument and acknowledged before me that they en ific executed the same. They:are personally known to notary or ( ) produced the following as idation: WITNESS our hands and official seals in the County and State last aforesaid this 3o day of October, 2003. Ofi NO - LIC of e State o j. ida Printed or [ tly07l Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -602 Printed: 8/9/2005 Applicant: JORGE PENA Owner: PENA JORGE JOB ADDRESS: 306 NE 102 ST Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132060135170 Signed: (INSPECTOR) Building Permit Contractor's Address: 14040 NW 6 CT Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value$100,800.00 Page 1 of 2 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 11 & 12 BLK 38 LOT SIZE Fees: Description Amount FEE2005 -6818 Structural Fee , $50.00 FEE2005 -8190 Structural Fee $50.00 FEE2005 -10877 Building Fee / $3,024.00 FEE2005 -10878 CCF $60.60 FEE2005 -10879 CO /CC' $50.00 FEE2005 -10880 Training and Education Fee ' $20.20 FEE2005 -10881 Technology Fee i $75.60 FEE2005 -10882 Scanning Fee $66.00 FEE2005 -10883 Radon $5.80 FEE2005 -10884 Builders Bond $300.00 Total Fees: $3,702.20 Total Feest3,702.20 Total Receipts: $0.00 izs ciq .6 709/ 7s , 0,,c, 0 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: _Work;_ ADDITION OF COVERED PATIO EXTEND FAMILY ROOM REMODEL OFFICE AND GARAGE Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r� t BUILDING Permit No. ._ L X . D Df 1 PERMIT APPLICATION - � C Master Permit No. 4p , L C 5 - L 0 4- .____ ._: .. L CS _ 135— FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department Owner's Name (Fee Simple Titleholder) •('yli i ter" 1 E r "1 A Owner's Address 3 U� �� L • r u . cj �_ Cit 1`4q,-,'1 1 q1 e 5 State . --f Tenant/Lessee Name Job Address (where the work is being done) 3C G J C J LS '} r_ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name ri in ( l 5 ( C a 9 k i L Contractor's Address ) t .3 t,`% gc City {. -(LC4 rt l V State k Qualifier e)t) f Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Submittal Fee $ Notary $ Scanning 5 Code Enforcement $ Total Fee Now Due $ l (n (Continued on opposite side) Permit Fee $ /e"eP f h!' CCF $ Training/Education Fee $ Radon $ Structural Plan Review. $ Plumbing Mechanical Roofing Phone # (i 5) 7 10-- .)O (( zip '33 l - 1R - Phone # zip 3:3I.J Phone # (7,30395-- 0917 Zip 3 l ( C t) State Certificate or Registration No. Certificate of Competency No. C i 7 Square Footage Of Work: Type of Work: ,ddition ['Alteration ❑New rr // ❑ Repair/Replace ❑ Demolition Describe Work: L_CJ t A l ! Li O 1 4 ( ( • Q ' E . �� c' r t C C'J� L,:c U �L * * * * * * * * * * * * * * * * * * * * * * * * *,�* Fees * *,� * * * ** * * * * * * * * * * * * * * * * * * * ** Technology Fee $ Zoning Bond $ CO /CC 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 m compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOIJR 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 NO Sign: Print: :111111:••• My Commission Expires: APPLICATION APPROVED BY6? Chc 05/13/03 take an oath. Signature Owner or Agent The foregoing instrument was acknowledged before me this _ The foregoing instrument was acknowledged before me this Contractor day of , 20 _ , by , day of , 20 _ , by who is personally known to me or who has produced who is personally known • me or who has produced h r i: : . 1 t NOTARY P Sign: Print: /ilk u My Commission Expires: **************************************************** hI************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***: i********************* * * * * * * * * * * ** * * * * * * * * * * * * * * * * *:k ******,************* * * ** * * * * * * * * * * * * * * * * * * * * * * * **** Plans Examiner a lden 'fiction . I s. , s take an oath. �d pry , • :� t.'}. Engineer Zoning AN ADELZCATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS E. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE` PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING FIRE STANDPIPE POOL PIPING LAWN SPR I NKLEP SYSTEM' GAS RANGE METER SET (GAS) GAS PIDIN_ ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRIC MECHANICAL TEM ATH TUB UNIT I ITEM! UNIT SWITCH OUTLETS FEE ITEM SPACE HEATERS UNIT FEE 1Dc1 LIGHT OUTLETS CENTRAL HEATING RECEPTACLES A/C (WIND) ISNWASHER ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) RINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK LOOK DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION CREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERCEPTCR 1 RAPKiiE TOP UNDERGROUND TANKS 1 OVEN ABOVE GROUND TANKS .AVATCRY TRAY WATER HEATER U.F. PRESSURE VESSELS .AUNDRY :LOTHES WASHER 1 MOTORS 0- 1 If STEAM BOILERS SHOWER MOTORS OVER 1- 3 H' HOT WATER BOILERS SINK, POT /3 COMP. 1 MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE I MOTORS OVER E- 8 H° TRANSPORTING ASSEMBLIES SINK, SLOP 1 MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 1C- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 2E-100 HP COOLING TOWERS WATER CLOSET 1 MOTORS OVER 100 HP VIOLATION INDIRECT WASTES I I A/C WI DOW 1 REINSPECTION WATER SUPPLY TO: 1 1 AIR CONDITIONERS I 1 A/C UNIT i I STRIP HEATER I 1 � FIRE SPRINKLER 1 1 GENERATORS TRANSFORMERS ` 1 1 HEATER -NEW INST. 1 I GENERATORS 1 1 HEATER - REPLACE ( 1 GENERATORS TRANSFORMEP.S 1 I t ! 1 LAWN SPRINKLER -WELL 1 I J SPECIAL PURPOSE I I 1 SWIMMING POOL OUTLETS COMMERCIAL t I WATER SERVICE SIGN TUBES SEWER CONNECTIONS *SIGN TRANSFORMERS 1 1 UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER F 1 XTIRES ( 1 SEPTIC TANX ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, e' TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK RE I NSPECT I ON SOAKAGE PIT CU. FT. 4-,91,0 V /0, 75(.:w ) CATCH BASIN DISCHARGE WELL DOMESTIC WELL 1 1 AREA DRAIN 1 L t ROOF INLET SOLAR WATER HEATER i I AN ADELZCATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS E. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE` PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING FIRE STANDPIPE POOL PIPING LAWN SPR I NKLEP SYSTEM' GAS RANGE METER SET (GAS) GAS PIDIN_ ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRIC MECHANICAL Inspection Date: 09/28/2006 Inspector: Devaney, Michael Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Thursday, September 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: tri L Phone Number 305 - 759 - 2741 Parcel Number 1132060135170 Lot: Phone: (305) 551 -4043 Page 1 of 2 Passed Inspector Comments M Failed .. ,,, Aiir s iov , 2% C orrectlon Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/28/2006 Inspector: Devaney, Michael Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Thursday, September 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: tri L Phone Number 305 - 759 - 2741 Parcel Number 1132060135170 Lot: Phone: (305) 551 -4043 Page 1 of 2 Issue Date: 12/27/2005 Owner's Name: JORGE & JENNIFER PENA Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 306 102 Street NE LOW VOLTAGE WORK Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/15/2006 Contractor(s) ATLANTIS ELECTRICAL CORP Phone Primary Contractor (305) 551 -4043 Yes Comments: ADDITION OF COVERED PATIO EXTEND FAMILY ROOM REMODEL OFFICE AND GARAGE Type of Work: LOW VOLTAGE Additional Info: 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL -12 -05 -1309 Phone: 1132060135170 Lot: PB: 305 - 759 -2741 Total Square Feet: 0 Total Valuation: $ 300.00 Required Inspections Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $2.50 $106.30 Invoice Number EL - 12 - 05 - 23255 Total: Oldd� NV c - ?_Q8 q Amt Due $106.30 Amt Paid ( 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Uplift Report is OK. See attached, 8/4/07 CG Passed j Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -23954 r,u Permit Number: BP2005 -604 Inspection Date: 08/03/2006 Inspector: Grande, Claudio Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Comments Friday, August 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 U' 0 8 in Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: 305 - 688 -9550 Page 1 of 2 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41 -45 71 -75 95 -105 6 -10 Passed 26 -30 Passed 46 -55 76 -80 96 -110 11 -15 Passed 31 -35 56 -60 81 -87 111 -134 16 -20 Passed 36 -40 65 -70 88 -94 135 -200 5LORIDA ting k ineering & nsulting, Inc. PROPERTY ADDRESS: 306 NE 102 ST OWNER: Jennifer Pena CONTRACTOR: Oroni Construction INC TILE TYPE: Clay Barrel Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS: PASSED IXI FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: ATTACHMENT.: 20 ario Gotizale� P.E Lic. No. 34876 Voice: 305- 256 -4550 Flat Building Solutions For The Construction Industry 13605 S.W. 149 Avenue - Unit 1 - Miami, FL 33196 6065 NW 167 Street — Unit B - 20 — Hialeah, FL 33015 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 14 12 17 Front 13 15 11 18 Test Tabulation 9 "ROOF SKETCH" 10 Flat Flat Lab Report No. 06- 070345 PERMIT No: BP2005 -604 ROOFING SQUARES: 8 ROOF PITCH.: 3:12 INSPECTOR INITIALS: JV/FM TEST DATE: 07/26/06 C.A. 11: 26095 Certificate: 02- 0501.06 Required Testing Force: 35 Ibs Floridatec.net Fax: 1- 866 - 333 -6988 Inspection Date: 07/18/2006 Inspector: Grande, Claudio AL L 3 E Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Co Monday, July 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CST p6-6oz,, Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: 305- 688 -9550 Page 2 of 2 •=r,.�■■• Passed Inspector Comments i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/18/2006 Inspector: Grande, Claudio AL L 3 E Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Co Monday, July 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CST p6-6oz,, Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: 305- 688 -9550 Page 2 of 2 Inspection Number: INSP -22023 Permit Number: BP2005 -604 Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Comments Tuesday, July 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: 305 -688 -9550 Page 2 of 9 Passed Inspector Comments -. ),h 0 ael--- c�= lL_ 14) IL , a- 7-ey--, L----- Failed in Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -22023 Permit Number: BP2005 -604 Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Comments Tuesday, July 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: 305 -688 -9550 Page 2 of 9 BP2005 -604 Project: Owner: Phone: Job Address: 306 102 Street NE Scheduled Insp # 11/23/2005 INSP -690 11/2812005 INSP -1237 07112/2006 I N S P -22023 L Tuesday, July 11, 2006 <NONE> JORGE & JENNIFER PENA 305 - 759 -2741 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Inspection Type Hot Mop Tin Cap Tile In Progress Parcel: 1132060135170 Block: Lot: Imported Permit Inspector Date Completed Claudio Grande 1112312005 Inspection Status APPROVED APPROVED Claudio Grande Pending Inspection Claudio Grande 11128/2005 Not Complete Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -604 Printed: 8/9/2005 Applicant: ELIZABETH TREACY Owner: TREACY ELIZABETH JOB ADDRESS: 306 NE 102 ST Contractor ALL IN ONE PROPERTY SERVICES INC Contractor's Address: 14040 NW 6 CT Local Phone: 305 - 688 -9550 Parcel # 1132060135170 Signed: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 11 & 12 BLK 38 LOT SIZE Fees: Description Amount FEE2005 -10885 Building Fee $250.00 FEE2005 -10886 CCF $3.00 FEE2005 -10887 Technology Fee $6.25 FEE2005 -10888 Scanning Fee $6.00 FEE2005 -10889 Training and Education Fee $1.00 Total Fees: $266.25 Total Fees: $266.25 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value: $5,000.00 Work: NEW ROOF FOR NEW OPEN PORCH (INSPECTOR) SEP 2 2 P 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 t iJ ' Permit No. q BUILDING a � ,� , .�__ • , , PERMIT APPLICATION ,�' �` ' �� M aster Permit No. C.S 0 FBC 2001 t ` . ; /° Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address '' J /CZ City k A '. 4 I S State .1\-i (A- Tenant/Lessee Name City State Qualifier �-�d t L SI G r C) S Value of Work For this Permit • '5CL L ` Type of Work: IpAddition ❑Alteration ❑New Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ W Total Fee Now Due $ (Continued on opposite side) z(,4. Miami Shores Village Building Department Elect ' - Plumbing Mechanical CTRoo fiat �r� ( ) . - zoz� ��v ►J . r"c� � L � Phone # Permit Fee $ 25t i Structural Plan Review. $ Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO • Contractor's Company Name 1Nv - E Phone # (535 ) 3 4 o L Contractor's Address rV Gam! C L r— Zip mil ; `(\ - 7 Lj Phone # Zip Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: porch. * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ l . . Radon $ Zoning Zip ❑ Repair/Replace ❑ Demolition CCF $ 3. 01 " . CO /CC Technology Fee $ (.Q • Z� Bond $ 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 YOIJR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person r.'hose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the joh site fir the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Chc 12/15/03 Signature NOTARY PUBLIC: NOTARY P Sign: Sign: Print: Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Owner or Agent C,. tractor The foregoing instrument was acknowledged before me this The foregoing instrument wa• acknowledged before me this day of , 20 _, by , day of who is personally known to me or who has produced who is persort�all y known to me or who has produced . As identification and who did take an oath. as i. end cation an who did take an oath. `l 20Lr , by My Commission Exp1 .` Bonded `t% Atlantic Bending co. j c. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :} 014************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * *** * * * ** * * * * * * * * * * * * * ** APPLICATION APPROVED BY: r co`/ Plans Examiner Engineer Zoning ••• • • • .•• • • • .. . • • • •• •• ... • • • • • • High Oelosity Zone Uniform Roofing Permit Application Form MIAMI - DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION ••• • • • • • • . Section A (General Information) • f4as$er Pe MA Ito.: • • • • • • • Process No. 4 s — e e a Z 1 05— coo Contractor's Name: l � � _ 0- �_ Job Address: e 3--: + • : i• 5ESACSRS 1 tAt. 102 &Melt • • • • e• .•• • • • • • •• g. Low Slope 1 y Asphaltic Shingles Prescriptive BUR -RAS 150 Roof Category r Mechanically Fastened Tile r Metal Panel /Shingles T Other:I Roof Type New Roof E Re- Roofing f Recovering r Repair E Maintenance Are there Gas Vent Stacks located on the roof? i Yes No Roof System Information Low slope roof area (ft. , 33c, Steep Sloped area (ft. I Total (ft.') I 10a0 SMortar/Adhesive Set Tile Wood Shingles /Shakes If yes, what type? r Natural r LPGX Section B (Roof Plan) 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. Perimeter Width (a'): Corner Size (a' x a'): Page 2 Page 1 of 1 http: / /www.co.miami- dade.fl.us /BLDG /ROOFING PERMITING /PERMIT APP SECTI... 3/26/2004 ••• • • • ••• • • • •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • - High Velocity Hurricane Zone Uniform Roofing Permit Application Form ••• • MIAM1-DADE COUNT BUJLDING DEPARTMENT ELECTRONIC APPLICATION • - • - - • . , • • • • • • • • Section • C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer • • • • •: • •: „ tohiponent is not used, identify as "NA ") • • • • • 's- Insulation Top Layer /Size & Thickness: ••• • • • • • • • • • • • • • • • • • • System Manufacture?:. •. • • • . • I T - .. oc:7s • •• NOA No: 101 - D638. I Design Wind Pressures, From RAS 128 or Calculations: Pmax1:1 7 -52 Pmax 2: 1 - 87..3 Pmax3: [ - 13 I .L} Maximum Design Pressure, From the Specific NOA System: J ""G0. Deck type: 15/8" Plywood • These decks require a fastener pull test by an approved test Iabratory Other Deck Type: I via Joist Spacing: Slope: 1 1 /4 l2 Anchor/Base Sheet & No. of PIy(s): N( c► Anchor /Base Sheet Fastener/Bonding Material: PIA ... Insulation Base Layer /Size & Thickness: 1I0. Base Insulation Fastener /Bonding Material: I PIA, Top Insulation Fastener /Bonding Material: Page 3 Wood Nailer: Base Sheet(s) & No. of PIy(s): r 75 lb . I Pyr Base Sheet Fastener /Bonding Material: 1114 t w I r /. R•s. poad t.6 Ply Sheet(s) & . of Ply(s): { J ' 1 Q fises 41or HOPPICb Ply Sheet Fastener /Bonding Material: 1 }}pt Koppleb /hSQI+A'- Drip Edge Size & Gauge: " face 26 ga. I Drip Edge Material Type: Galvinized Metal Hook Strip /Cleat gauge or weight: ! N/A Coping Metal: la's Top Ply: C A p ,ms+- Top Pty Fastening /Bonding Material: Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 Y <" R.S. Nails Alternate Fasteners: 10I�► 1. Field: " o/c c laps & rows © r "o/c 2. Perimeter: rip " o/c c laps & ! T rows c i v " o/c 3. Corners: np - ,. o/c c laps & rows c " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field:1 t.ti IN Perimeter: r ►J p- Corner:! rr" Page 1 of 1 _71 http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION C_4.HTML 3/26/2004 ••. • • • ... • • • .. •• • • • •• •• • • • . - High' Hurricane • Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION -.. - . • . .. ..... .... Illustrate Components IWtedand'Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Countgrflagygg, Copipg, Etc... • • • Indicate: Mear RoofiHgrotl pare t'yeight, Height of Base Flashing, Component Material, Material Thickness, Fastener`I'ype, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a Parapet Will Height ��Ft meanRoofHei 9 Ft Page 1 of 1 htt www. co. mi ami - dade.fl.usBLDG /ROOFING_PERMITING /SECTION C_4 2.HTML 3/26/2004 ••. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form „MIAMI-DAQE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • ••• ••. .. • . • • • • •• • • •• •• • • .• • ••• • Section • D (Steep Sloped Roof System) Roof Slope: I i "/12" Roof Mean Height: rThr Ridge Ventilation: C(‘b.1001:S. Method of Tile Attachment: IN /A Alternate Tile Attachment Method: NIA Clip Spacing for Metal Roof Panels Field: j NID• Perimeters: J t,,,p. Corners: I f,Ips Perimeter Width: NV' Sloped System Description Page 4 Deck Type: 5/8" Plywood .u Alternate Deck Type: �. N r Underlayment type: 1 )4 D 22( ek3o Insulation /Fire Barrier Board: ! pia Page 1 of 1 Optional Nailable Substrate: F asteners: NIQ+ 1 ly • frsa ..►oa'?tsr'.prr Cap Sheet Type /Adhesive Type: 1 Mm Uz i .mo Roof Covering - j Roof Covering Attachment Method: 1 'Pe ZFpA1.l 1140=4•teSNe. Drip Edge Size & Gaugela face 26 ga. Drip Edge Material Type: IGalvinized Metal Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight: l N/A J http : / /www.co.miami- dade.fl.usBLDG /ROOFING PERMITING /SECTION_D_3.HTML 3/26/2004 RO �fSy�te IjI ufedturer: J jl/� � � �-y • • • • • •• • • Notice of Acceptance Number: A.. o5OB .0 ( Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:I7•to °. P2: 122.2.1 P 3:122.1.C_ Maximum Design Wind Pressures, (From the PCA Specific system): I "(od.Q ••. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form „MIAMI-DAQE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • ••• ••. .. • . • • • • •• • • •• •• • • .• • ••• • Section • D (Steep Sloped Roof System) Roof Slope: I i "/12" Roof Mean Height: rThr Ridge Ventilation: C(‘b.1001:S. Method of Tile Attachment: IN /A Alternate Tile Attachment Method: NIA Clip Spacing for Metal Roof Panels Field: j NID• Perimeters: J t,,,p. Corners: I f,Ips Perimeter Width: NV' Sloped System Description Page 4 Deck Type: 5/8" Plywood .u Alternate Deck Type: �. N r Underlayment type: 1 )4 D 22( ek3o Insulation /Fire Barrier Board: ! pia Page 1 of 1 Optional Nailable Substrate: F asteners: NIQ+ 1 ly • frsa ..►oa'?tsr'.prr Cap Sheet Type /Adhesive Type: 1 Mm Uz i .mo Roof Covering - j Roof Covering Attachment Method: 1 'Pe ZFpA1.l 1140=4•teSNe. Drip Edge Size & Gaugela face 26 ga. Drip Edge Material Type: IGalvinized Metal Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight: l N/A J http : / /www.co.miami- dade.fl.usBLDG /ROOFING PERMITING /SECTION_D_3.HTML 3/26/2004 Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 35.1 37.3 5:12 1 28.4 30.1 31.6 32.8 34.9 6:12 ry 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane • Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • • l .... .. • • • • ••• • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • •••• • • • • Section E (Tile Calculations) •• ••• •• • • • •• Fqr Mot tttAaiietl GM s+'stems, chose either Method 1 or 2. Compare the values forJ'rywith tI 4atu6s r r» Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: I y1.(o x A rOfrli - Mg: 113 = Mr1: 5's5 NOA Mf: I ( P 2: rto. (o x A �t),T1L - Mg: { ?.% = Mr1: FS.3S NOA Mf: f (.(47• 5 P 3: - t0"-M0 x A 027 { - Mg: 7i.S(o = Mr1: 1 5.35 NOA Mf. W... r� s Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: I Mr Required Moment Resistance* •This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 NOA Mf: Page 1 of 1 http: / /www.co.miami- dade.fl.us/ BLDG / ROOFING _PERMITING /SECTION_E_3.HTM 3/26/2004 .... • • . • • ...... • . .... . . • .. . II ... . ......: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY . BUILDING DEPARTMENT ELECTRONIC APPLICATION _ _ • • I'e Upl bas ed tTle sysfems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area.of the roof, then. t y attachment method is acceptable. ▪ • • • ••• ••• • • • • • •• Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: xI:I _ �_ _ xw:i ) - W:I x cos 8: =Fr1J NOA F (P2: x1: (P3: x 1: = i xw: ) -w: NOA F' I xw:1 NOA F' 9 - w: 1 Where to Obtain Information x cos 8: = Fr21 wcos 0: = Fr3n Page 1 of 1 1 All calculations must be submitted to the Building Official at the time of permit application. Page 5a http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION E 3_2.HTML 3/26/2004 Description Symbgl Where to Find . Design Pressure P1 or 9 or P3 RA 127 Table 1 or by an engineering analysis prepared by P.E. based on ASCE 7 -98 Mean Roof Height H JobbSi Roof Slope 8 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I =length w = width NOA .... • • . • • ...... • . .... . . • .. . II ... . ......: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY . BUILDING DEPARTMENT ELECTRONIC APPLICATION _ _ • • I'e Upl bas ed tTle sysfems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area.of the roof, then. t y attachment method is acceptable. ▪ • • • ••• ••• • • • • • •• Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: xI:I _ �_ _ xw:i ) - W:I x cos 8: =Fr1J NOA F (P2: x1: (P3: x 1: = i xw: ) -w: NOA F' I xw:1 NOA F' 9 - w: 1 Where to Obtain Information x cos 8: = Fr21 wcos 0: = Fr3n Page 1 of 1 1 All calculations must be submitted to the Building Official at the time of permit application. Page 5a http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION E 3_2.HTML 3/26/2004 • • ••• • • .. .. • • • •• • • • • • • • • • . • • ••• • • • • • • • • • ••• • • • • • • .. • • • • • .. • • • • • ••• • • • • • • • • . • • • • • ... .. ••• • • • • • • • • • • • • • • • • .. • • • .. ••• .. • • • .. • • • • • ... .. • • ... . . . ... . AVci of 1524 HIGH VELOCITY HURRIC NIE Z©i1ES I Q:UIR2D OWNERS NOTIFICATION FOR ROOFING • • • • • C i thElaTIONS 1524.1 As it pertains to this segtign, it is t)ie r84ponsibili Y of the roofing contractor to provide the owner with the required roofing permit, �itd tp 4x151ala:toatlire omuier �e:content of this section.. The provisions of Chapter 15 of the Florida Building Cbde, 71iilding govern the•mint um requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the conUactpr..The.o\ era initial in the adjacent box indicates that the item has been explained. ' ' ' • • • •• •.... • •• ••• • • • • • •• 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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 addressed as part of the agreement between the owner and the contractor. C) i)f 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be enailed 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 nits (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. • �.r 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be iewed 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 of maintaining this appearance. P 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 system is removed. Ponding conditions should be corrected. r 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not •erloaded from a build up of water. Perimeter/edge e walls or other roof extensions may block this discharge if P g Y 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 rh terior of the 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. lea/k vner's/Agent's Signature CADOC ME•14NALOCALS.Mme.SECTIO\ 1S:14w � i Date or's Signatur • • • • .. • • • • • • • • • • • • • • ... • • • • • • • • • • • . • • • • .. ••• .. • • • • • • • • • • • • • • • • • • • • ••• • • .. .. • • • • • • • ••• • • • • • • • • • • • • • .. • .. • • • .. ••• .. • • • • • • .. • • • • • ... • • MIA M!DADE • • • • • • BUILDING CODE COMPG1Atn O 1C • • • PRODUCT CONTROL IUVIsB1 • • • • •• ••• • • • • • •• NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 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, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile 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 # 00- 1212.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 03- 1125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 1 of 5 ROOFING ASSJMBLY APPROVAL • • Category: •• •• • ;Rpotnt •• Sub - Category: • • • • •01320 Ropftng Tiles •• ••• • • • • • •• Material: Deck Type: 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, 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 Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces •• • • • • .•. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •.. • • • • • • • ••• • • • • • • • • • • • • • • .. • • • • • N/A Clay Wood I = varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies • • • • • • • • • • • • • • • • • • • • • • • Test Dimensions Specifications TAS 112 TAS 112 Test Identifier Test Name/Report 94 -156 -8 TAS 101 94 -156 -9 TAS 102 25- 7205 -1 TAS 101 Project: 07- 07 -00 -91 TAS 100 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 03- 1125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 • • • • • • • • ... • • • • • • • • • • •.• • • • • • • • • • • • • • • •• • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • . .• • • • • • • • • • • • • • • • • • • • • • • • • • • • Test Agency Test Identifier Test Name/Report Date Redland Technologies • •' • " J' 0647 -01 TAS 108 Aug. 1994 • • • • (Mortar Set) •• ••• • • • • • •• Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC - 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile 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. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment 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 wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' 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 NOA No.: 03- 1125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 3 of 5 Table 2: Aerodynamic Multiplyers— X(ft Tile X (ft X (ft Profile Batten Application Direct Deck Santafe 'S' 0.274 0.297 • • • • • • • • ... • • • • • • • • • • •.• • • • • • • • • • • • • • • •• • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • . .• • • • • • • • • • • • • • • • • • • • • • • • • • • • Test Agency Test Identifier Test Name/Report Date Redland Technologies • •' • " J' 0647 -01 TAS 108 Aug. 1994 • • • • (Mortar Set) •• ••• • • • • • •• Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC - 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile 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. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment 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 wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' 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 NOA No.: 03- 1125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment M. (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38.9' 28.5 Polyfoam Polypro AH 160TH 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160TH 63.8 Polyfoam Polypro AH 160TH 61.9 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 16OTM .. TA 3, Regtoting oments due to Gravity - M (ft-Ibf) Tile Profile 2' &:'12 ".::: : .� • 3 " :'I2:: •• _ .• 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck fattens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -12d Ring Shank Nails 21.8 N/A One #8 Screw 29.16' N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.31' N/A Two #8 Screws w/ Clip 57.60' 61.77' 1. Approved screws as noted 'Product manufactured by others'. I ... • • • • • • .. ... • • • • • • • • • ... • • • • • .... .... • • • • • • • • • • • • • ... • • • • . • • • • • • • • • • • • • • • • .... .... • • • • • • • • • • • • • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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. NOA No.: 03- 1125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 4 of 5 ... • • • ... • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • P,R ILE DRAWING • • • • • • • •• ••• • • • • • •. SANTAFE "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 03- 1125.03 Expiration Date: 02/01 /06 Approval Date: 03/25/04 Page 5 of 5 • • 0041 • • • 000 041 00 • • • 00 00 • • 41.41 • • • • • • • • • 41. • • 0041 • • • • 0041 • • • • • . .41 • • • • • • • • • • 41 • • • • • • • • • • 00 • • • 00 0 410 00 • • • • 41 • • . 00 • • • • • 060 041 • • 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Sprinb Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06/14/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\ s045000I \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Romepage: http : / /www.buildingcodeonline.com Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Su b-Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foamprolil RTF1000 ProPack® 30 & 100 7 Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Test Specifications PA 101 Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan • e (a7 Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner , Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LINIITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 1 _1 3 F F' ' MS - w 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to su Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grains) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 . Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. eve course only: Keep adhesive approx. 4 in. up from weepholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ACCEPTANCE No. : 01-0521.02 Nall through plastic cement Underbymant 11) In. Eave Course Eave course only: Keep adhesive approx. 4 In. up from weepholes Paddy (Beneath Tile) Fascia WeePhoin Erne closure Drip edge 1) Place enough adhesive to achieve 17 to 23 square Inches In contact with the pan the 2) Tum covers upside down. Place adhesive 112 in. To 1 In. From outside edge of cover tile. Then instep the Me. Optional hit's for steep pitch applications Nag through plastic cement Remo top portion of the save course cover Me. Abut to second course of pan files. Ensure eave mid of pan and cover Wes ere gush at save line. Eave closure (mortar shown) 5 Undertayment 1 Weephole Fascia Bo Optional Petra-up Mortar on longitudinal edges of Ole Slinging Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Underlayment 1 7In. 2In. Nail through plastic cement N siverio4 Eave Course Paddy (Beneath Tile) 1 Fascia Weephole Eave closure Drip edge Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement • e3in. x3in. Single paddy on under. layment Single paddy on tap of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course in. X7 in. medium size paddy eave Fascia course only 4 In Single paddy under tile Single paddy on top of tile Eave Course Nall through plastic cement ax- /Lc' 3 in.x 3 in. Single paddy on undertayment Single paddy on top of the Eave Course 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Single paddy under the Underlayrnent 1 Single paddy between tile size paddy eave course only 2 in. x 7 in. medium 3 in. x 3 in. 4 in. • Single paddy on under. iayment Single paddy between the Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner Fascia Weephole Eave closure Drip edge Polvfdam Products, Inc. ACCEPTANCE No. : 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miarni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Polvfbam Products Inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 963 7 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 E -1 Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 520191 -1 Miami Dade Protocol 520109 -2 -1 Date 04/08/94 12/16/96 10/25/95 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTI F''CATIONS: NONE E. STATEMENTS: NONE E -2 Frank Zuloaga, RRC Product Control Examiner MIAMIDADE APPROVED: 08/23/2001 000 0 0 0 0o o0 0 0 0 0 C o 0 0 0 0 00 0 0 PRODUCT CONTROL N0_ __ ANC ACCEPT Tamko Roofing Products, Inc. _ 220 West Fourth Street Joplin ,MO 64804 The expense of such testing will be incurred by the manufacturer. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE F'I,AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305)375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 3726339 Your application for Notice of Acceptance (NOA) of: Tamko BUR Roof System over Wood Deck under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modi fy, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 2 / 7 2- to ACCEPTANCE NO.: 01- 0508.01 EXPIRES: 08/23/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\ s045000I1pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodconline.com Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: ... • • • • • •.. • • • • • • • •. • • • • • • • • • • • • • ..• • • • • • • • • ••....• TAMKO ROOFING PRODUCTS, INC. • Acceptance No:01 0508.01 ••. ... ••.• • • • ..••. • • • • •••• • • .• • • • • Deck Type 1: • Wood, Non - insulated• • Deck Description:.. 19 / grater plyw.og4or wood plank decks • • • . . • • • • . • . System Type E: : . ? ae:Sheat i eehanitaiy attached. . . . . . .. All General and System Limitations apply. One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: (Option #1) Attach base sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets —52.5 psf, See General Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets —60.0 psf, See General Limitation #7.) Two or more plies of Tam -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. 1 -11/2 gallons fibered aluminum coating per square (Tropical Asphalt Products AlumaBrite 120, Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: See Base Sheet Fastening Options above Page 17 Frank Zuloaga, RRC Roofing Product Control Examiner TAMKO ROOELL TG PRODUCTS, INC. . • • • • • •• •• •• • • • • • • • • ••. • • • • • • •... • .. . . • . • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is l'egruired %%in; Ply and Pty b when used as a mechanically fastened base or anc • .• • • • • ••• • sheet. . . • •• • • • •• • • • • •• •• • • • • • • • • •• • • • • • • • • ••• • • • • ..• • • ••• • • • • • • • 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 first 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 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 cross ventilation. Asphalt application of either system shall he at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastencr 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. (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 with 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 18 Acceptance No:01- 0508.01 Frank Zuloaga, RRC Roofing Product Control Examiner ... • • • ••. • • •• • •• •• • • • •• TGFU.R3225 - Roofing Systems • Page 1 of 4 ••• • • • ••• • Underwriters' • • LaboratorieVnc: Page Bottom Guide Information • • • .• ••• •' t ".F'•U.R3225 .. •• TAMKO ROOFING PRODUCTS INC 601 N HIGH ST JOPLIN, MO 64801 USA • • • • • • • • • • • • • • ••••• • • • • •••• • • • • ••� '•Rbaf ng Systems Questions? Roofing Systems For Uplift Resistance Classifications, See TGIK Found in this Directory. Previous Page 1 Pittsburg - Corning foam glass insulation is a suitable alternative for use in any of the following roofing systems. "Awaplan 170 "is a suitable alternate for "Awaplan Premium" in any of the following rooting systems using "Awaplan Premium ". 1 in. min tongue and groove board is a suitable alternate for 1/2 in. plywood decks with all joints blocked. "Versa- Base" or "Versa -Base FR" are suitable alternates for the first base sheet in any oldie following roofing systems. "Awaplan Premium "is a suitable alternate for "Awaplan Versa - Smooth" in any of the "Awaplan" systems listed below. Awaflex FR is a suitable alternate for Awaplan 170 in any of the following roofing systems. Polyisocyanurate and Polystyrene insulation can be used in any of the following insulated noncombustible systems when covered with a min thickness of 1/2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for "Awaplan 170" in any of the following systems. " Awaflex FR" is a suitable alternate to "Awaplan 170 FR" in any applicable noncombustible R3225 "Awaplan Heat Weld" is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth ". http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name =... 10/26/2004 ... • • • ... • • . . . . . • • • • . • • .. TGFU.R3225 - Roofing 3 • • • • • ... • • • • ... • • Classification. ••• ••• •.• • . • • . . • ... • • • . • . . • • • "Tam Pro Fibered Emul is acceptable ft eu%in any of the following systems which utilize an emulsion roof coating. .. ... .. • • • •• ASPHALT• E 13 f S..'1 MS WITH HOT ROOFING ASPHALT • .. ... • • • • • •• "Tam -Ply IV "ply sheet can replace "Tam -Glass Premium" in the following Class A, B or C roofing systems. "Vapor Chan "venting base sheet can replace "Glass- Base" base sheet in the following Class A, B or C roofing systems when limited to noncombustible decks. "Base -N- Ply "is a suitable alternate to "Glass- Base" in any of the following systems. "MasterSmooth "is a suitable alternate to "43 #Base Sheet" in any of the following systems. The following noncombustible systems may be installed over a min 1/2 Type X gypsum hoard mechanically fastened to a combustible deck for the rating to be maintained. Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate /perlite or polyurethane /perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. M -3 adhesive may be utilized in any of the following noncombustible roof deck systems. Class A 1. Deck: NC Incline: 3 Base Sheet (Optional): One or more layers Vent -Ply, hot mopped in place. Ply Sheets: Three layers Type 15 perforated asphalt organic felt ( "Tri -Six" ) or lour layers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 lb /sq /layer. Surfacing: Gravel, crushed stone or slag. 2. Deck: C - 15/32 Incline: 1 Base Sheet: Type 15 asphalt organic felt base sheet, hot mopped. PIy Sheets: Three layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: Gravel, crushed stone or slag. 3. Deck: C - 15/32 Incline: 3 Page 2 of 4 Base Sheet: Type G2 "Glass Base ", "Tam PIy IV ", "Vapor Chan ", "43 lb Base Sheet" or "Tam - Glass Premium ", hot mopped or nailed. Ply Sheets: Min two layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name°=... 10/26/2004 ••. • • • .•. • • • •. •• • • • •• •• • • • • • • • • • • • • • TGFU.R3225 - Roofing stems::' . . • 4. Deck: NC • •'• •'. IrtiCline'3 • • • . . • .. •.••• • • • • •.•. • .• • • • • Base Sheet: Type G1 "Tam -Glass Prerfiiunl" or "Tam -Ply IV" ply sheet or Type G2 "Vent -Ply" base sheet, hot mopped or nailed. Ply Sheets: Min 'nay 3:3ee•MI :Tans 'ilass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravt'in a of3ottoofing asphalt at 60 lb /sq. •• ••• • . • • • •• 5. Deck: C -15/32 Incline: 3 Insulation: 1 in. min glass fiber or perlite, nailed or sprinkle mopped. Base Sheet (Optional): Type G2 base sheet, "43 lb. Base Sheet ", "Glass- Base" or "Vent -Ply" or Type GI ply sheet. "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped or nailed. Ply Sheets: 3 layers Type GI "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 6. Deck: NC Incline: 1-1/2 Base Sheet: Type G2 "Glass- Base ", "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Ply Sheets: Two or more layers Type G1 "Tam -Glass Premium" or "Tam Ply IV ". hot mopped. Surfacing: Type G3 "Tam- Cap ", hot mopped. 7. Deck: NC Incline: 2 Insulation (Optional): 1 -5/16 - 3 -1/4 in. max. in. glass fiber perlite or woodfiber. isocyanurate sprinkle mopped. Base Sheet (Optional): One or more Type G2 "Vent -Ply ", "Vapor- Chan" ; Type GI "Tam -Glass Premium ", "Tam -Ply IV" or "Glass- Base ", hot mopped. Ply Sheets: One layer "Awaplan Versa - Smooth" surface (modified bitumen), hot mopped or heat fused. Surfacing: Type G3 "Tarn-Cap", hot mopped. 8. Deck: C -15/32 Incline: 1/4 Page 3 of 4 Base Sheet: Type 15 "43# Base Sheet ", Type G1 "Tam -Glass Premium ", "Tam -Ply IV " "Glass- Base". nailed. Ply Sheets: Two or more layers Type GI "Tam -Glass Premium" or "Tam -Ply IV ". hot mopped. Surfacing: Type G3 "Tam- Cap ", hot mopped. 9. Deck: C-15/32 Incline: 1 Base Sheet: One or more layers Type G2 "Glass - Base ", "Versa- Base" or "Vapor - Chan ". hot mopped or mechanically fastened in place. Ply Sheet: One or more layers Type 01 "Tam -Ply IV" or "Tarn-Glass Premium ". hot mopped in place. Cap Sheet: Type G3 "Tam- Cap ". hot mopped in place. 10. Deck: C -15/32 Incline: 2 http: / /datahase.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name_ ... 10/26/2004 ••. • • • .•. • • • •• •• • • • •• •• • • • • • • • • • • • • • • TGFU.R3225 - Rooting / .sums . �•. • Page 4 of 4 Base Sheet: One i; ,r afore Iayer4'Type.15. " 43# Base Sheet ", hot mopped or mechanically fastened • • • in place. • • • •••• • • • • • • • Ply Sheet: Two Or more plies - type GI•''Taai -Ply IV" or "Tam -Glass Premium ". hot mopped in place. Cap Sheet: Type 133 ' ap', hot in place. • • • • • 11. Deck: C -1 5/32 '• "' • • • •Incline: 2 Insulation (Optional): Perlite 3/4 in. thick min. or polyisocyanurate, 2 in. thick inin. Base Sheet: One or more layers Type G2 "Glass - Base ", "Versa- Base" or "Vapor - Chan ". hot mopped or mechanically fastened in place. Membrane: One layer "Awaplan Versa - Smooth" (modified bitumen), hot mopped or heat welded. Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. 12. Deck: NC Incline: 3 f Base Sheet: One or more plies "Tam -Ply IV ", hot mopped or mechanically fastened. Ply Sheets: One or more plies "Tam -Ply IV ", hot mopped or mechanically fastened. Surfacing: Gravel. crushed stone or crushed slag, in a flood coat of hot roofing asphalt. http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html?name - ... 10/26/2004 • • ••• • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• •• . • • • • ••• • Inspection Date: 09/25/2006 Inspector: Perez, JanPierre Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: A.G. MECHANICAL INC. Building Department Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 27 eL Block: Lot: Permit Type: Imported Permit Inspection Type: Final Work Classification: Mechanical Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Page 2 of 2 Passed Inspector Comments �j ° c ic Fel Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/25/2006 Inspector: Perez, JanPierre Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: A.G. MECHANICAL INC. Building Department Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 27 eL Block: Lot: Permit Type: Imported Permit Inspection Type: Final Work Classification: Mechanical Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Page 2 of 2 /ii MIAMI SHORES VILLAt- Zsz BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name Address Company Phone # Date I IZ(1(6 Type Insp'n -1920-402 - Permit No. cohort 5 /4b LIE lZ Omni, r; 305/6 - 04/2 Inspection Date � Z1/05 Approved Correction Re- Insp'n Fee li j ,II . .; h , sai� i } fwl K�I ��y � � V:�,��, {r ,K� { +A fl; t+ + f ° I • 4 { ti �.. { II! ! f }l � 1J .� ` �Il 7 Il i{ ul WL � � I k4yd{ � .;, {�, � itif.3� ,(��flf� ?;rp�! }r�..�,ttu�t�. !k�} jl�'} � ! � U��ili r +lillif'fW l 1�.L�i1 1 ��i•t ) 07 ow Inspection Date: 12/22/2005 Inspector: Perez, Jan Pierre v Permit Type: Imported Permit Inspection Type: Rough Owner: PENA, JORGE & JENNIFER Work Classification: Mechanical Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor. A.G. MECHANICAL INC. Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) Thursday, December 22, 2005 L0 /90 3Jdd f No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P rne: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments 1d3a 9Q1S ddfllN3Ad Block: Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Page 2 of 2 6176899b506 0060 5002 /6Z /ZZ Mechanical Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: MC2005 -55 Printed: 8/9/2005 Applicant: ELIZABETH TREACY Owner: PENA JORGE JOB ADDRESS: 306 NE 102 ST Contractor A.G. MECHANICAL INC. Local Phone: Parcel # 1132060135170 Contractor's Address: 2831 SW 38TH COURT Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 11 & 12 BLK 38 LOT SIZE Fees: Description Amount FEE2005 -10914 Building Fee $140.00 FEE2005 -10915 CCF $2.40 FEE2005 -10916 Technology Fee $3.50 FEE2005 -10924 Training and Education Fee $0.80 FEE2005 -10925 Scanning Fee $3.00 Total Fees: $149.70 Total Fees: $149.70 Total Receipts: $0.00 1 '684 Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value: $4,000.00 Work: NEW MECHANICAL WORK AS PER DRAWINGS Signed: (INSPECTOR) Page 1 of 1 AUG 1 1 PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ale a BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical P Owner's Name (Fee Simple Titleholder) Owner's Address '3cco tilt ‘o-)_ �T CitvmtOim ► LA-1Cn r, State FL. Tenant/Lessee Name N I Job Address (where the work is being done) rr Ct Contractor's Company Name t k€ 1- Jt c �L Contractor's Address 2I 5\ C- Cite State FL' Qualifier 5 Value of Work For this Permit Type of Work: Describe Work: Total Fee Now Due $ (Continued on opposite side) NINA - (cc ' f,tr Phone # Master Permit No. ef zip "20 k 3 `t`) Phone # r>> fN6 c:. Phone # Zip State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Permit No. C 05 ` S' Mechanical (xY) Roofing - 21 Li 1 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO ()Lk X31 33/3y - Square Footage Of Work: J " ddition ['Alteration ❑New 1:1 Repair/Replace ❑ Demolition 1�- CPC {t\ ` Cr t ( ' drkL.,, Submittal Fee $ Permit Fee kb ‘ CCF $ Notary $ Training/Education Fee $ Technology Fee $ CO /CC Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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. 1 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 suhject 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. 8) il r Signature ) � � ` ,! l' Signature �'� ef1.,� , !( r / ��, r. Contractor 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: NOTARY P Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: Che 05/13/03 The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has : educed ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *fix * * * * * * * * /k * * * * ** * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner tification an who did take an oath. ow' Nancy Iglesias ter" �•.� %Commission;DD117024 : 2r .., • P MY 4 49 �i •.. .. Bonded Thru °; � ��` Mimic Bonding Co., Inc. Engineer Zoning ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) J DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0— 1 HP STEAM BOILERS SHOWER • MOTORS OVER 1— 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3— 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5— 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8— 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10— 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER —NEW INST. GENERATORS TRANSFORMERS HEATER — REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER —WELL SPECIAL PURPOSE SWIM1dING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY —SEWER SIGN TIME CLOCK UTILITY —WATER FIXILRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPIIC ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL • A Inspection Date: 09/21/2006 Inspector: Levrack, James Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street Miami Shores Village, FL Project: <NONE> Contractor: NELMAR PLUMBING INC Building Department Comments Wednesday, September 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756- 8972 \� E 2 2 2E Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Plumbing Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: (305) 261 -3942 Page 2 of 2 Passed In • ector Comments ° Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until • A Inspection Date: 09/21/2006 Inspector: Levrack, James Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street Miami Shores Village, FL Project: <NONE> Contractor: NELMAR PLUMBING INC Building Department Comments Wednesday, September 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756- 8972 \� E 2 2 2E Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Plumbing Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: (305) 261 -3942 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: PL2005 -136 Printed: 8/9/2005 Applicant: ELIZABETH TREACY Owner: TREACY ELIZABETH JOB ADDRESS: 306 NE 102 ST Contractor NELMAR PLUMBING INC Local Phone: (305) 261 -3942 Parcel # 1132060135170 Signed: (INSPECTOR) Plumbing Permit Contractor's Address: 4954 SW 75 AVE Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value: $2,500.00 Work: PLUMBING AS PER DRAWINGS MASTER BP2005 -602 Page 1 of 1 STS 2 2 PAID Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 11 & 12 BLK 38 LOT SIZE Fees: Description Amount FEE2005 -10890 Building Fee $180.00 FEE2005 -10891 CCF $1.80 FEE2005 -10892 Technology Fee $4.50 FEE2005 -10893 Training and Education Fee $0.60 FEE2005 -10894 Scanning Fee $3.00 Total Fees: $189.90 Total Fees: $189.90 Total Receipts: $0.00 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Building Department Zip Permit No. - Pe- 05- / Master Permit No. P ® § . to oa Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) . 1 o 0476 ,44)171Eu tteeC J 0-Phone # 3W G t --- b '/ / z Owner's Address 3 D A E /0 2 - 5 — City I•--t a. wl{ S I t oR4tate f Tenant/Lessee Name 33 ( 3c Phone # Job Address (where the work is being done) S a.- 1 . 4 4, e City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name A Z % /) l l ) ;: 1 , < . rJ r / Phone # i ( - / - _3 ' ( 7 / 1 Contractor's Address / 1 ! I. C• City /1 r),, L.1 / State Qualifier L L 1 ,fe L L $ Value of Work For this Permit ) t t ,d D Families Number of: Bays Stories Type of Work: TA4tddition ❑Alteration ONew Describe Work: Zip .; 5 / f Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip Square Footage Of Work: ****************************F Bedrooms Baths J Repair/Replace ❑ Demolition Notary $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 S �d SF County Escrow Fee $ Permit Fee $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite 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 T() 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 issu ' In the absence of such posted notice, the inspection will not be approved and a reinspe ion fee will b charged. As ide Signature Owner or Agent The foregoing instrument wa ac . owl„ d before me this dayof , 20 , who is personally kn \ - o has produced tiff • • tion and who did take an oath. State Certificate or Registration No. APPLICATION APPROVED BY: chc7/7 /03 Signature Co s ac The foregoing instrument was acknowledge. •efore me this r dayof ,1� /L..L , 20 ,%I , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI : NOTARY PUBL Sign: N• ary Public. - tital. of Florida Print: My Commission Expires: (Certificate of Competency Holder) Certificate of Competency No. * tss *s * * * * « * * * * * * * * * * * * * * * * * * * * ** ** **'******************************:** * * * * * * * * * * * * * * * * * * * * * * *s * * * * * ** ' r ^ Li Plans Examiner Engineer Zoning ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR GRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE (ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER / MOTORS 0- 1 HP STEAM BOILERS SHOWER / MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE / MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET / MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUM" & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL I nspection Number: INSP-7867 Inspection Date: 01/30/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- ORONI INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 .E. 2nd Avenue Miami Shores, FL P . ne: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -602 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Thursday, January 26, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP-7867 Inspection Date: 01/30/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- ORONI INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 .E. 2nd Avenue Miami Shores, FL P . ne: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -602 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Thursday, January 26, 2006 Page 2 of 2 Inspection Number: INSP -6670 Inspection Date: 0112312006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number. BP20O5 -602 Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Thursday, January 19, 2006 Page 2 of 2 Passed )1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -6670 Inspection Date: 0112312006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number. BP20O5 -602 Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Thursday, January 19, 2006 Page 2 of 2 'Inspection Number: INSP -6587 Inspection Date: 01/19/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- ORONI INC Building Department Comments Thursday, January 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -602 Permit Type: Imported Permit Inspection Type: Truss Insp Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Page 2 of 2 Passed �✓ ( Inspector Comments a� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -6587 Inspection Date: 01/19/2006 Inspector: Grande, Claudio Owner: PENA, JENNIFER Job Address: 306 102 Street NE Project: <NONE> Contractor: Miami Shores Village, FL 33138- ORONI INC Building Department Comments Thursday, January 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -602 Permit Type: Imported Permit Inspection Type: Truss Insp Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Page 2 of 2 nspection Number: INSP -6536 Inspection Date: 01/19/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Contractor: ORONI INC PENA, JENNIFER 306 102 Street NE Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon. (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -602 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Wednesday, January 18, 2006 Page 2 of 2 Passed 0 c Inspector Comments .4.44_ " P v , v j 0 o Art o Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -6536 Inspection Date: 01/19/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Contractor: ORONI INC PENA, JENNIFER 306 102 Street NE Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon. (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -602 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition Phone Number Parcel Number 1132060135170 Lot: Phone: (305)685 -0412 Wednesday, January 18, 2006 Page 2 of 2 .................... .................... . ............................... Inspection Date: 06/28/2006 j'a 2 9 Eirig C Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Inspector: Devaney, Michael Project: <NONE> Miami Shores Village, FL 33138- Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Tuesday, June 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number 305- 759 -2741 Parcel Number 1132060135170 Lot: Phone: (305) 551 -4043 Page 2 of 2 Passed Inspector Comments 71 / /� ` j G e ai( Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until .................... .................... . ............................... Inspection Date: 06/28/2006 j'a 2 9 Eirig C Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Inspector: Devaney, Michael Project: <NONE> Miami Shores Village, FL 33138- Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Tuesday, June 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number 305- 759 -2741 Parcel Number 1132060135170 Lot: Phone: (305) 551 -4043 Page 2 of 2 JULIA 305 -685 -0412 Passed Inspector Comments Ogg 4 0 7 ...- lir / 6,G of . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP4205 ffi Inspection Date: 12/19/2005 Inspector: Devaney, Michael Owner: PENA, JORGE & JENNIFER Job Address: 306 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Monday, December 19, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 kb14cpc Block: Permit Number: EL.2OO5 -135 Permit Type: Imported Permit Inspection Type: Rough Work Classification: Electric Phone Number 305 - 759 -2741 Parcel Number 1132060135170 Lot: Phone: (305) 551 -4043 Page 1 of 2 Parcel # 1132060135170 Electrical Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2005 -135 Printed: 8/9/2005 Applicant: ELIZABETH TREACY Owner: TREACY ELIZABETH JOB ADDRESS: 306 NE 102 ST Contractor ATLANTIS ELECTRICAL CORP Contractor's Address: 12803 SW 20 TERR Local Phone: (305) 551 -4043 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 11 & 12 BLK 38 LOT SIZE Fees: Description Amount FEE2005 -10895 Building Fee $225.00 FEE2005 -10896 CCF $3.00 FEE2005 -10897 Training and Education Fee $1.00 FEE2005 -10898 Technology Fee $5.62 FEE2005 -10899 Scanning Fee $3.00 Total Fees: $237.62 Total Fees: $237.62 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value: $5,000.00 Work: NEW ELECTRICAL WORK AS PER DRAWINGS AUG 11 PAID Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrcaal Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) "5:: CL. AND - SCr_N N irk/. rY i Phone #( l j(7S) 1 S ~ T(y 1 Owner's Address 3) b N`c- 102._ 5 i City m 1(kn - N+ 5k-A - ? a State PL- Zip 3 31 "6 Tenant/Lessee Name ►a I A Phone # Job Address (where the work is being done) Stkt'r (t. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO 1' Contractor's Address 1 (; 3 4�w c `[ l< 2e-- City r(■ - State `'L Qualifier cp (% rt ari Z Submittal Fee $ Notary $ Scanning $ Permit Fee $ 2 73 , "'' Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Permit No. EL 05 - /33 C\ C- aster Permit No. 6P 06 ' ('O a" Zip 333 Contractor's Company Name p,T •1 i i S is l Cz t. �(L1c C G:24 Phone # of 55 1 - c l CO2. Zip 33 1TS Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit .5 • °' Square Footage Of Work: S s t Type of Work: VI-Addition P.Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: He u.) c. t''G4'ra-t tj j it a-O 4 S pa te .4 sap t,.a AJ * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ Zoning Bond $ 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. 1 _ ) Signature Signature APPLICATION APPROVED BY Chc 12/15/03 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 Apt L , 20 G : , by 1-Q,.p,NSi:jt cy P rL.z , who is personally known to me or who has produced who i kno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. State Certificate or Registration No. Certificate of Competency No. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: <� "! ?4' % Arlenis Alicea � , �(. } Commission #DD296544 My Commission Expires: My Commission Expires: ` ,., Expires: Mar 04, 2008 moo Bonded Thru g Inc (Certificate of Competency Holder) ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ✓� � Y C Plans Examiner Engineer Zoning DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING ' LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) UNIT FEE ITEM SWITCH OUTLETS LIGHT OUTLETS RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMPS SERVICE REPAIR/METER CHANGE APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 HP MOTORS OVER 1- 3 HP MOTORS OVER 3- 5 If MOTORS OVER 5- 8 If MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP A/C WINDOW AIR CONDITIONERS STRIP HEATER GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SPECIAL PURPOSE OUTLETS COMMERCIAL SIGN TUBES SIGN TRANSFORMERS SIGN TIME CLOCK F IXTI.RES ANTENNA UN IT /L d1 FEE ITEM SPACE HEATERS CENTRAL HEATING A/C (WIND) A/C (CENTRAL) DUCT WORK REFRIGERATION PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS COOLING TOWERS VIOLATION RE INSPECT ION UNIT FEE ITEM PLUMBING BATH TUB BIDET DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER . SINK, POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET URINAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER 'HEATER -NEW INST. HEATER - REPLACE LAWN SPRINKLER -WELL SWIMMING POOL WATER SERVICE SEWER CONNECTIONS UTILITY -SEWER UTILITY -WATER SEPTIC TANK ELECTRICAL MECHANICAL 11900 Biscayne Blvd., Suite 508 N. Miami, FL 33181 Office: (305) 891 -5049 Fax: (305) 891 -0504 Memo Date: May 13, 2005 To: Miami Shores Village Building Department From: Ali Arbab Re: Pena Residence Addition — BP2005 -602 Arbab Engineering, Inc. Please be advised that the above - described project is ours and cannot be reviewed. 1 Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing a: sealing each individual sheet. An index sheet of the truss designs is attached which i. numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Inter, P.E. FL Reg. Eng. No. 36205 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 Project Name; .ORONI CONSTRUCTION N ° 1 025 MR.& MRS.PENA- RESIDENCE 306 N.E.102 STREET MIAMI SHORES-,FLORIDA Building Authority: .MIAMI SHORES, FLORIDA Design Load: 30 + 15 + 0 + 10 PSF, Building Code: FBC2001 /ASCE 7/98 Software Used: MiTek 2000 Ver. 5.1 Project Engineer of Record: • • ...... ... • .. .... • • • • • . . • • • • • • • • ... .. .. .. .. ... • • • . • ... • • • • • • • • • . . . • • • • ..• • • ..... .. • .. .. • • .. • 0 .. • • • • • • 7 J , ffc)5 • • • • • • • • • • • • • • 0 •• • • • 0 •• • • TO: ORONI CONST Reaction Summary Job Number: Page: 1 Date: 10-09 -2005 - 7:33:37 PM Project ID: multiple Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: // 1 JOBS\M1 67 Ibs. each 9 - 0 - 0 2X6/2X4 MONO SCISSOR 4 - 3 - 3 5.00 0.00 Jointl Joint 6 477 lbs. 493 lbs. -235 Ibs. -418 lbs. (r / 4 1025 \CJ5 22 Ibs. each 6 - 10 - 14 MONO TRUSS 1 - 6 - 12 2.12 0.00 Jointl Joint 5 212 lbs. 458 lbs. -100 Ibs. -315 lbs. 1 1025\HG5 46 Ibs. each 13 -2 - 0 13IP 1 - 6 - 14 3.00 0.00 Joint 1 Joint 4 1108 lbs. 1108 lbs. -602 lbs. -602 lbs. Ill 1 1025\HG5A 44 lbs. each 13 -2 - 0 HIP 1 - 6 - 14 3.00 0.00 Jointl Joint 4 1048 lbs. 1095 lbs. -571 lbs. -598 lbs. / \ J 7 1025\J1 6 lbs. each 2 - 0 - 0 JACK 0 - 9 - 12 3.00 0.00 Joint 1 Joint 2 Joint 3 4� 105 Ibs. 86 lbs. 19 Ibs. d -57 lbs. -78 lbs. s � 7 1025\J3 9 lbs. each 3 - 0 - 0 JACK 1 - 0 - 12 3.00 0.00 Joint 1 Joint 2 Joint 3 '''',, 139 Ibs. 113 lbs. 25 Ibs. V 74 lbs. -105 Ibs. 1 1025\J3A 7 lbs. each 3 - 0 - 0 JACK 1- 0- 12 3.00 0.00 Joint 1 Joint 2 Joint 3 102 lbs. 83 lbs. 19 lbs. -49 lbs. -83 lbs. 6 1025\J5 15 lbs. each 5 - 0 - 0 JACK 1- 6- 12 3.00 0.00 Joint 1 Joint 2 Joint 3 249 lbs. 203 Ibs. 45 lbs. -134 lbs. -185 lbs. 6 1025 \T1 42 lbs. each 13 - 2 - 0 COMMON 1 - 11 - 10 3.00 0.00 Joint 1 Joint 3 688 lbs. 688 lbs. -370 Ibs. -370 lbs. 1 1025 \T1A 40 lbs. each 13 - 2 - 0 COMMON 1 - 11 - 10 3.00 0.00 Joint 1 Joint 3 651 lbs. 651 lbs. -352 Ibs. -352 lbs. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 0 •• • • • 0 •• • • Job Truss Truss Type Qty Ply 1 1025 CJ5 MONO TRUSS 4 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 2.5x4 = LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 4 -1 -1 4 -1 -1 4 -1 -1 4 -1 -1 REACTIONS (Ib /size) 1= 212/0 -8 -0, 5= 458/0 -3 -8 Max Horz 1= 168(load case 2) Max Upliftl =- 99(load case 2), 5=- 314(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 110/44, 2- 3 = -8/0, 2- 5=- 375/356 BOT CHORD 1 -5= -34/0, 4 -5 =0/0 • • • • • • • • • • • • • • • ••• ••••• •••••• •• • • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:35 2005 Page 1 6 -10 -14 2 -9 -13 BRACING TOP CHORD BOT CHORD • • • • ••• •• •• •• • 6 -10 -14 2 -9 -13 Weight: 23 Ib 7 -1 0 -2-0 Scale = 1:12.2 1.5x4 I I { SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.89 BC 0.20 WB 0.00 (Matrix) DEFL in (loc) I /deft Lid Vert(LL) n/a - n/a 999 Vert(TL) -0.05 3 >69 240 Horz(TL) -0.00 5 n/a n/a PLATES GRIP M 1120 249/190 Sheathed or 6 -0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 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 =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 1 and 314 Ib uplift at joint 5. 3) 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 =1.33 • • • • • Trapezoidal Loads (plf) • • ••• • • • • • • • Vert: 1=- 2(F =9, B= 9)- to- 4=- 35(F = -7, B = -7), 1=- 7(F =41, B= 41)- to- 2=- 149(F = -29, B = -29), 2= -149(F J Z B=- 29)- to- 3=- 155(F = -33, B = -33) • • ••• • • ••• ••• �l�t.:a +...."r s .ff. • • • • ;.3::�:�.;� t • • OF jj �. l ryf • 3320 sir:! ?c:'t • • • • • • ▪ • . .. • • C 1 1 7.QZ Job T Truss Truss Type Q Qty P Ply 1025 H HG5 H HIP 1 1 1 1 Job Reference (optional) ialeah Gardens, FL 33016, Eddie Davies 3.5x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3.00 I 12 5 -0 -0 5-0-0 5-1 -12 5 -1 -12 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 4x12 = 2 1x4 II REACTIONS (Ib /size) 1= 1108/0 -8 -0, 4= 1108/0 -8 -0 Max Upliftl =- 601(load case 2), 4=- 601(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 3220/1757, 2 -3 =- 3153/1760, 3 -4 =- 3220/1757 BOT CHORD 1- 6=- 1644/3105, 5- 6=- 1659/3153, 4 -5 =- 1644/3105 WEBS 2 -6 =- 126/417, 3 -5 =- 126/470, 2 -5 =- 134/134 8 -2 -0 3-2 -0 8-0 -4 2 -10 -8 .ZUU s an l6 2UU4 MI 1 ek Inaustnes, Inc. Sun Oct 09 19:32:35 2005 Page 3 3x4 = BRACING TOP CHORD BOT CHORD 4x4 = 1 13 -2 -0 5-0-0 ■1 6 5 13 -2 -0 5 -1 -12 3 5x4 = SPACING 2 -0 -0 Plates Increase 1.33 Lumber lncrease 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.65 BC 0.72 WB 0.14 (Simplified) DEFL in (loc) I /deft Ud Vert(LL) 0.18 6 >831 360 Vert(TL) -0.25 5 -6 >605 240 Horz(TL) 0.06 4 n/a n/a PLATES GRIP M 1120 249/190 Weight: 47 Ib Sheathed or 2 -8 -7 oc purlins. Rigid ceiling directly applied or 4 -6 -9 oc bracing. Scale = 1:23.3 { NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 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 =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 Ib uplift at joint 1 and 601 lb uplift at joint 4. •• ••• • • • • • •• 5) Girder carries hip end with 5-0-0 end setback • 6) Special hanger(s) or other connection device(s) shall be protided !rile/ tgstLpQR :onctptrated load(s) 320.81b down and 172.1Ib up at 8 -2 -0, and 320.81b down and 172.143 upat•5 -•on bottom ohold■ The design /seleptigp of ; , such special connection device(s) is the responsibility of others. o 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (BS.) 'i;;! (;' ';;'• ":1:'!:, , LOAD CASE(S) Standard • • • • • • • • 3320 Pi\DDOC � : 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 • • • • • • • • • • • • • Uniform Loads (plf) • • • • • Vert: 1- 2 = -90, 2- 3=- 143(F = -52), 3- 4 = -90, 1- 6 = -20, 5- 6=- 32(F = -12), 4 -5 = -20 Concentrated Loads (Ib) Vert: 6=- 321(F) 5=- 321(F) • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • • • ••• • • OCT 1 1 200E Job Truss Truss Type Qty Ply I 1025 HG5A HIP 1 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 3.5x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Continued on page 2 3.00 12 5 -0-0 5-0-0 5-1 -12 5 -1 -12 Plate Offsets (X,Y): [4:0 -1- 12,0 -1 -8] LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 4x12 = 2 6 1x4 II REACTIONS (lb /size) 1= 1048/0 -8-0, 4= 1095/0 -8 -0 Max Upliftl =- 570(load case 2), 4=- 597(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 2991/1638, 2 -3 =- 2789/1567, 3- 4=- 2872/1573 BOT CHORD 1- 6=- 1529/2885, 5 -6 =- 1544/2932, 4- 5=- 1447/2736 WEBS 2 -6 =- 126/417, 3 -5 =- 162/512, 2 -5 =- 259/84 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:36 2005 Page 1 8 -2 -0 3 -2 -0 8 -0 -4 2 -10 -8 BRACING TOP CHORD BOT CHORD 5 3x4 = • • • • • • • • • • •• • • • .• • •. • .• •• • • • •. •• 000 • • • 000 • • 4x4 = 3 12 -6 -0 4-4-0 12 -6-0 4 -5 -12 4 Scale = 1:22.4 3x4 = 1: SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.62 BC 0.68 WB 0.15 (Simplified) DEFL in (Ioc) Vert(LL) 0.15 6 Vert(TL) -0.20 6 Horz(TL) 0.05 4 1/deft >941 >694 n/a Ud 360 240 n/a PLATES GRIP M1120 249/190 Weight: 45 Ib Sheathed or 2 -10-1 oc purlins. Rigid ceiling directly applied or 4 -8 -10 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 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 =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearjri!'bln Car:a14 hs:agding S`/0 Ib uplift at joint 1 and 597 Ib uplift at joint 4. • • • • • • • • • 5) Girder carries hip end with 5 -0 -0 end setback • • • • • 6) Special hanger(s) or other connection device(s) shall be providecasuticient to s upp o rt c on ce ntrated load(s) 320.81b down and 172.1 Ib up at 8 -2 -0, and 320.8!b down and 172.1 Ib up at 5 -0 -0 on bottom chord. The design /sele0Pj -bk ! such special connection device(s) is the responsibility of others .� ., ' 7) In the LOAD CASE(S) S section, loads a ied to the facaof •thetrwss are noted es front (•) F beck (B). . � ' � `"` ° • � PP • • • • • • • • • • LOAD CASE(S) Standard • •: • . • • • • • • • • • X570 2AC�:Ji::; ,d!)�1!i ;�;;N'; r1 1) Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 2- 3=- 143(F = -52), 3- 4 = -90, 1- 6 = -20.- 6= -32(Fr,12,), 45v20 • • 1: c' 1 7110 Job Truss Truss Type Qty Ply 1025 HG5A HIP 1 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=- 321(F) 5=- 321(F) 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:36 2005 Page 2 410 .. • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • ••• • •• .•• 0•• • • • • • • • • • • • • • . . • • • • . • • • 000 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• . • • • • •• .• 000 • • • 0041 • • 3320 ■•= : :,L)00' t ! \.; Y : : =S �'0�1' }: 333 OCT 1 1 2005 Job Truss Truss Type Qty Ply 1025 J1 JACK 7 1 Job Reference (optional) oyai i russ Corp, rlialean varaens, hL 33016, todie Uavles LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 2x5 = REACTIONS (Ib /size) 1= 105/0 -8 -0, 2 =86 /Mechanical, 3= 19/0 -3 -8 Max Horz 1= 43(load case 2) Max Upliftl =- 56(Ioad case 2), 2=- 77(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -24/18 BOT CHORD 1 -3 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate 77 Ib uplift at joint 2. LOAD CASE(S) Standard • • .• ••. • • • • • •• ••• • • • • • • • • • • • • • • •• • • • ••. • • • • • .200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:37 2005 Page 1 2 B1 2 -0 -0 2 -0 -0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.08 BC 0.02 WB 0.00 (Matrix) DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) -0.00 1 >999 Horz(TL) -0.00 2 n/a Ud 999 240 n/a BRACING TOP CHORD BOT CHORD BCDL= 5.0psf; Category II; Exp C; enclosed; capable of withstanding 56 Ib uplift at joint 1 and • • • .• •• • • • •• • •• • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •••••• • • • • • • . •• • • • • •• • • • PLATES GRIP M 1120 249/190 Weight: 6 Ib Sheathed or 2-0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. AEGIST.E, =)5?' • SiffrF, C ?' D • • 3320 t�Y.`:?1!1, ^,K :0�� e ar • • •• TC.. J CT 11 2005 Scale = 1:5.2 Job Truss Truss Type Qty Ply 1025 J3 JACK 7 1 ■ Job Reference (optional) Hialeah Gardens, F L 330 Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 2x5 = REACTIONS (Ib /size) 1= 139/0 -8 -0, 2 =113 /Mechanical, 3= 25/0 -3 -8 Max Horz 1= 62(load case 2) Max Upliftl=- 73(load case 2), 2=- 104(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -35/25 BOT CHORD 1 -3 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate 104 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • .zuu s an 16 1uu4 MI I eK Inaustnes, Inc. Sun Oct 09 19:32:37 2005 Page B1 3 -0 -0 3-0 -0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.14 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) -0.00 1 -3 >999 Horz(TL) -0.00 2 n/a Ud 999 240 n/a BRACING TOP CHORD BOT CHORD BCDL= 5.0psf; Category 11; Exp C; enclosed; capable of withstanding 73 Ib uplift at joint 1 and ••• ••• • • • • • • • • •• • • • • • •• •• • ••• ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • • PLATES GRIP M 1120 249/190 Weight: 9 Ib Sheathed or 3 -0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. y /':. ;:i.J: !.. "A .1 3320 PAD00,:'■ '.71::.$70;\!, OCT 1 1 2005 Scale = 1:6.1 Job Truss Truss Type Qty Ply 1025 J3A JACK 1 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2x5 = SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 • REACTIONS (lb /size) 1= 102/0 -8 -0, 2 =83 /Mechanical, 3= 19/0 -3 -8 Max Horz 1= 62(load case 2) Max Upliftl=- 48(load case 2), 2=- 82(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -36/24 BOT CHORD 1 -3 =0 /0 CSI TC 0.07 BC 0.02 WB 0.00 (Matrix) 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:38 2005 Page 1 B1 2 -4 -0 2 -4 -0 • . 000 . • • • • . • • • • • • • • • • • • 000 • • • • • • • • • 000 . • • 000 • • • • • • • • • • • • • • • • • • • • • • • ' • • • • •. • • •• 00 • • • • • • • • • • 00* . • • • • • • • • • • ... • • • • • • • • • • • • •. •• • • • •• •• • • • • 000 • • DEFL in (loc) I /deft L/d Vert(LL) n/a - n/a 999 Vert(TL) -0.00 1 >999 240 Horz(TL) -0.00 2 n/a n/a BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -98; 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 =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 Ib uplift at joint 1 and 82 Ib uplift at joint 2. PLATES GRIP M 1 120 249/190 Weight: 7 Ib Sheathed or 3 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. .'0. -,o S':"A':';. 3320 P;.ROcc; OCT ] 1 2305 Scale = 1:6.1 Job Truss Truss Type Qty Ply 1025 J5 JACK 6 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies M 2x5 = SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.44 BC 0.10 WB 0.00 (Matrix) DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) -0.03 1 -3 >999 Horz(TL) -0.00 2 n/a Ud 999 240 n/a LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 249/0 -8 -0, 2= 203 /Mechanical, 3= 45/0 -3 -8 Max Horz 1= 105(load case 2) Max Upliftl=- 133(load case 2), 2=- 184(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -59/43 BOT CHORD 1 -3 =0/0 LOAD CASE(S) Standard • • • • • • • • • • B1 5 -0 -0 5 -0 -0 NOTES 1) Wind: ASCE 7 -98; 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 =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 and 184 Ib uplift at joint 2. • •• • • • • • • •• • • • • • • • • •. ••• •• • • • •• • •• • •• •• • • • • • • • • • • • • • • • • • •• • • •• • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •. • •• • • • • •• • •• ••• • • • • • .•• • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:38 2005 Page 1 BRACING TOP CHORD BOT CHORD Exp C; enclosed; Ib uplift at joint 1 PLATES GRIP M 1120 249/190 Weight: 15 Ib Sheathed or 5 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. � ) - � � .. : 3320 a/ DDr MAD OCT 1 1 2045 :8.5 Job Truss Truss Type Qty Ply 1025 T1 COMMON 6 1 Job Reference (optional) i oyal I russ orp, Filalean Gardens, rL 33U16 tame Uavies 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 3.001T2 6 -7 -0 6-7 -0 6-7-0 6-7 -0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.79 BC 0.40 WB 0.04 (Simplified) DEFL in (loc) 1/deft Ud Vert(LL) 0.07 4 >999 360 Vert(TL) -0.10 4 >999 240 Horz(TL) 0.03 3 n/a n/a REACTIONS (Ib /size) 1= 688/0 -8 -0, 3= 688/0 -8-0 Max Upliftl=- 369(load case 2), 3=- 369(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 1331/714, 2- 3=- 1331/714 BOT CHORD 1 -4 =- 624/1286, 3 -4 =- 624/1286 WEBS 2 -4 =0/125 2 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 Ib uplift at joint 1 and 369 Ib uplift at joint 3. • • •0• • • • • • • • • • • • • • • • .• 0410 •• • • • •• • • 0.0 ••• •0. 0410 • • • • • • • • • • • • • • • • • • • • • • . • • • • . ••• • • • • • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • 0• •• 0410 • • • ••• • • . "LUU s an 1ti 1uu4 MI I eK Industries, Inc. Sun Qct o9 1932:39 2005 Page 4x4 = 1x4 11 BRACING TOP CHORD BOT CHORD 13 -2 -0 6 -7 -0 13 -2-0 6-7 -0 PLATES GRIP M 1120 249/190 Weight: 42 Ib Sheathed or 3 -5-10 oc purlins. Rigid ceiling directly applied or 7 -4-3 oc bracing. � )s J O / . 1q. Y;a7,;,'; ryo e y E9 S [ UO.►! 14!.. 5320 PADCDt ' a0 o • 3 2O F „ , 1 0 V„ . � �� /: TON, 33e:;:: Scale = 1:22.5 3x4 = OCT 1 1 2005 1 I Job Truss Truss Type Qty Ply 1025 T1A COMMON 1 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 6 -7 -0 6-7-0 6 -7 -0 6 -7 -0 REACTIONS (Ib /size) 1=651/0-8-0, 3=651/0-8-0 Max Upliftl =- 351(load case 2), 3=- 351(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 1189/642, 2 -3 =- 1199/647 BOT CHORD 1 -4 =- 554/1148, 3-4 =- 554/1148 WEBS 2 -4 =0/118 .• •.• • • • • • •• • • •+ • • • • • • • • • • • • • • • • • ••• ••• ••• ••. • • • • • • • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • .•• • • • • • •• • • • • • • • • • • • • • • • • • •••.. • • • • • • • • • 0 •• • • • •.• • • •. • •• 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Oct 09 19:32:40 2005 Page 1 • • • 4 1x4 11 BRACING TOP CHORD BOT CHORD 12 -6 -0 5 -11-0 12 -6-0 5-11 -0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.77 BC 0.37 WB 0.04 (Simplified) DEFL in (loc) 1/deft Lid Vert(LL) 0.06 4 >999 360 Vert(TL) -0.08 4 >999 240 Horz(TL) 0.02 3 n/a n/a NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 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 =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 Ib uplift at joint 1 and 351 Ib uplift at joint 3. PLATES GRIP M1120 249/190 Weight: 40 Ib Sheathed or 3-9 -3 oc purlins. Rigid ceiling directly applied or 7 -9 -12 oc bracing. JOHN \ !LA Ti, `0E. !REGlVFREDS'` " S7AT . 9: 1; .OKRA 4s 3520.5 3320 PADD0GX r 1)A!), WaSTON.., FL 3333:, OCT 1 1 2005 Scale = 1:21.9 3x4 = 1 Dear Eddie, Sincerely, Ilter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE (954) 600 -7129 • FAX (305) 512 -9429 • E -MAIL ILTERO13ELLSOUTH.NET January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: S cin : 2' - 0" o.c. • . Gravity Load: 30+ 15 +0+ LOPSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2 :12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction (2). 16d Toe -nails (2). 16d Toe -nails Mark Span Top Chord Bottom Chord Top Chord Reaction Reaction Connection Gravit U•lift 45# 10# (2), 16d Toe -nails ' - 0" 135# 179# 30# (2), 16d Toe -nails ' - 0" 225# 331# 50# (3), 16d (2). 16d Toe -nails Toe -nails J7 7' - 0" 315# 395# 70# Hurricane (2). 16d Clip Toe -nails If you have any questions. regar4irg this. ingtt ;r, please do not hesitate to call. • ••••••• • • •• • ••• •• • • • •.. • • ...... ... • •.. • • • • • • • • • • • John A. Ilter, P.E. • ' • • ▪ • •' • • • •• •• • • FL Reg Eng. No 3620S•• • • • ... ...... - • • • • • • • • • ••• • • • • • • • • • • • • • • • • • .• • • • • • • ••• • ••. • • • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 info www.USPconnectors.com National. Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 - 3401 Phone: 703 /931 -2187 www.nateval.orq Fax: 703/931 -6505 NATIONAL EVALUATION REPORT Report No. NER -510 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: .. 060 . • • • • • • • • • • • • • • •• •• Page 1 of 10 • • ... ... ... ... • ; QopyrigJft© :003, Najibnat 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 ar fine'ing U usher m e? :in tht report or as to any product covered by this report. This disclaimer includes, hut is not limited to, mercljanI hi(it: 73'inrepprt als :subject to the limitation listed herein. .•. • • Re- Issued May 1, 2003 410 • • • . • USP LUMBER CONNECTORS HCPLL INTERNATIONAL CODE COUNCIL Page 2 of 10 National Evaluation Report No. NER -510 1.0 SUBJECT NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 NES Product Evaluation Listing 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE Re- Issued May 1, 2003 back 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 3.1.6 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. +Upsigr Thy design otthe 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: • C9ast testloac that causes 1/8 inch (3.18 mm) deflection. I &IIti,mate, test load with a safety factor of 3. • allowably fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood „Cpflstructign, based on wood with a specific gravity of 0.55. 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 loads. 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 Toads. 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 %-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. • This safety alert symbol Is used to attract your attention) PERSONAL SAFETY IS INVOLVED! When you see thls symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: 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 or floor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor;, Is'ad -. vised to obtain and read the entire booklet Toth-, mentary and Recommendations for Handling, in- stalling & Bracing Metal Plate Connected Wood, Trusses, HIB -91' from the Truss Plate Institute. .. ... • • • • Trusses stored horizontallyshouklbe's ip. ported on blocking to prevent■evocewtve.. lateral bending and lessen moisture gain. .. ... • • • • • • . - - ... - -- .- A WARNING: Do not bre>gk is elini until_ installa - tion begins or lift bundled trusses'by the baritis.' A ..........: . • WARNING: Do not use damegedtrl�sed .. :,: • • • • • • . • •• •• •∎.• • ` s. •• . .. • ... TRUSS STORAGE f Y°; CAUTION: Trusses should' not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result In serious personal Injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal Injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrlo Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe woodtruss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer c■ installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright C 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. CAUTION: Ailtemporary bracing should be no less ,.than 2x4 grade, lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. 'All multi -ply Arusses should be connected together in accor- dance with design drawings prior to installation.' Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on trusses which are lying flat Is extremely dangerous and should be strictly prohibited. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line at tii a•'bt group of to r ,brio (EB) el MEM Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In — 60° or less Approximately 1 /2 truss length Approximately 1 /210 Y3 truss length lat:ta (La ) • r1 ' 1 ` `jtiR�! d , 1rtui Less than or equal to 60' Approximately 1/2 truss length Toe In Tag Line Toe In Tag Une Approximately 1 /2 to ;5 truss length Less than or equal to 60' Tag Line • CAUTION: Temporary ,bracing ,shown in.this "summary, sheet Is adeguate,for, the installation. of trusses' with slmilar; :configurations' ConsuitY registered, professional engineer if a different bracing' is desired: The :engineer: may design bracing in accordance with •TPI's Recommended Design Specification, for..Temporaiy Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determinethat a wider spacing is possible. - • . • 1 • • • • •\ • • • • • ' • •• • • • Gr•uk• br diagotiiK 0 Note: 2nd n" f° ►,'I r r,. GROUND BRACING:BUILDING INTERIOR 1st floor MECHANICAL INSTALLATION 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. Ground brace - vertical (GBv) Z Top Chord <CBv • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • •• • • • • • ••• • • Backup • • ground • stake Frame 2 Tag Line At or above mid - height WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Une Driven ground stakes CAWIQN; %caliid I acZng r$quired for all installations. .• •• ••.. ••.,, •. •:, Strongback/ SpreaderBar Strongback/ Spreader Bar A /1/ , i% Approximately Li to Y,, truss length Greater than 60' Approximately 10' 1 10' 3/., to V, truss length GI eater than 60' Typical vertical attachment 10' - - -p GROUND BRACING: BUILDING EXTERIOR End Wall Plan \ 1- Ground Brace r / Verticals GBv) ` Strut 1 Typical horizontal 11• member with 1. multiple •lake• (HT) 9 use o 'QF oup of tn. ace (EB)