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RC-13-1197 (3)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208905 Permit Number: RC -5 -13 -1197 Scheduled Inspection Date: March 19, 2014 Inspector: Rodriguez, Jorge Owner: PEDRO DE MELLO, CYNTHIA DA rneTA Job Address: 1208 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments RECONFIGURATION OF SOME CLOSETS AND LAYOUT OF THE HOUSE TO RECEIVE INTERIOR REMODEL FOR KITCHEN AND BATHROOMS AND SOME OPENING MODIFICATION FOR SOME DOORS TO BECOME WINDOWS 01/15/2014 -STOP WORK ORDER: NEED PERMIT & PLANS FOR KITCHEN HOOD Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060144100 INSPECTOR COMMENTS False March 18, 2014 For Inspections please call: (305)762 -4949 Page 33 of 51 Inspector Comments Passed 124 CREATED AS REINSPECTION FOR INSP- 208892. Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 18, 2014 For Inspections please call: (305)762 -4949 Page 33 of 51 INC. FLORIDA. FORT LAUDERDALE. 3334. BOUNDARY LAND SURVEYORS, 3 6.120 NE 6th AVENUE. FOUNDED - 87 Phone 254� 771-0426 LB -0004907 Fax 954 772-0155 BOUNDARY SURVEY OF. • LOTS 15 AND 16, IN BLOCK 85 OF HL4Hj SHORES SECTION NO- 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DARE COUNT• FLORIDA. ADBRESS. • 1208 AT 95th STREET, MWAff SHORES, FLORIDA 33138 FLOOD ZONE- X BASE ELEVATION. • NIA COMMUNITY MAP. • J2086 C PANEL: 0306 1 DATE: 9-11-09 all -v'U.C.7. LOCA 7701V SSKErCH Not to scale N.E. 95th STREET 80.00' R/W 27.35' ASPH. ROAD I°o to 10 10 ASPHALT 21.45' PARKWAY 100.00, SCALE 1w:20' 1. V 5' CONC. WALK ' 500 50.0• \-F FIP-/ Zoo' OA. IP lroL (0 Cf ASPH. DRIVEWAY Tilled 12.2' CBS orch /'-WAU i PLANTER 1 9.55'/ STEP 0/15.82' .82' 0.7 5 L 64.15' LOT 17 LOT 14 BLOCK 85 0 j 1 ! `` 0 BLOCK 85 -EGEND: Om; ORY if C 88 1 /00 ,=CALCULATED !BIDENCE /' M . VW--WINGWALL (3 #1208 2/W-RIGHT OF WAY z 01'c; /G=VALLEY GUTTER IR=FOUND IRON ROD k/C-AIR CONDITIONED ;CR=SCREEN 0 C14 :ONC=CONCRETE 04 Lf) )KW=PARKWAY C� I I -* IR W/C=FOUND IRON ROD WITH CAP 24.43' 17.80' ./S=CONCRETE SLAB A/C 'W=CONCRETE WALK Clean 77- - out kSPH=ASPHALT V&P-WELL AND PUMP Septic )PL OVERHEAD POWER LINE CBS )/L- ON LINE WALL nk I.E.= UTILITY EASEMENT -\ Ta I.O.C= POINT OF COMMENCING -4, I.O.B.=POINT OF BEGINNING LOT is :.M.= ELECTRIC METER BLOCK 85 10 LOT is BLOCK STRUCTURE 0/. BLOCK 85 .. ... .. .. ..• 'C=FENCE CORNER 'PL= FLORIDA POWER LIGHT VM= WATER METER C, 'LF= CHAIN U NK FENCE IIF=WOOD FENCE UT-NAIL & TAB :F=END OF FENCE 'B=CATCH BASIN WOOD P P=LIGHT POLE 1P=FOUND IRON PIPE FENCE 500 CUF- '!R-FOUND :RON ROD q— / /— / /— / / — / / —// ND= FOUND 0 4&D=NAIL & DISK ILK =BLOCK PLAT 100.00'POWER- LIMITS POLE ).E.=DRAINAGE EASEMENT SEAL CERTIFICATE TO. Mr W" &AZBW jii mmw mw rrm GUARANTEED RA 7E INC ISA 041A TIMA Aff mmmw Lam ASSURE AMERICA TITLE INSURANCE COMPANY sa"Irmv =a A OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CYNTHIA M4 GGESSY NOTE: THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHEP, RIGHTS-OF-WAY, OR EASEMENTS. N072: THIS SURVEY IS 1NTXNDZD SOLELY FOR MORTGAGE CLOSING PURPOSE Z CERTIFICATE. 91 7WS IS 7V C"TOY TEAT I ffAVJrAfCFNnYSWVMW TZIEPROA"TYM T3EF0"GVffI5! MW CAPTION AND WAVE S" OR "[RWV0NUAW2Vff AS BW1r-42RV ON 72UY SAW" AM TWAT SAID ABOVE GROUND SZWV" AND SMW ARE ACCUMTE As CORRECT TO TAW REST OF Aff 35.4' MV007"GE ANB BANE!; I.FURTLiS'R CZMWY TWAT TMS SURVEY AM2179 T" AfflfflffM 9 WANA4MS "B LAO SMV57RIAG IM" OF "2WMVff1 8V CMP22M 472 FLL STATUTES & RUM 81-8-17 ADOPTED BY r" FLOPIM jj�WAA? REVMON NOTES: DATE BY! '"A A emu-jo V. LLuFfob 01 I Nam. fiftf&L fa" FLONDA LJCENSE FLLAL 1.14 1 At w"m DRAWN F---11 -W Y11 -All By __!5� 1 BY 1 if* 10, 13 '5 a -g-e -v'U.C.7. LOCA 7701V SSKErCH Not to scale N.E. 95th STREET 80.00' R/W 27.35' ASPH. ROAD I°o to 10 10 ASPHALT 21.45' PARKWAY 100.00, SCALE 1w:20' 1. V 5' CONC. WALK ' 500 50.0• \-F FIP-/ Zoo' OA. IP lroL (0 Cf ASPH. DRIVEWAY Tilled 12.2' CBS orch /'-WAU i PLANTER 1 9.55'/ STEP 0/15.82' .82' 0.7 5 L 64.15' LOT 17 LOT 14 BLOCK 85 0 j 1 ! `` 0 BLOCK 85 -EGEND: Om; ORY if C 88 1 /00 ,=CALCULATED !BIDENCE /' M . VW--WINGWALL (3 #1208 2/W-RIGHT OF WAY z 01'c; /G=VALLEY GUTTER IR=FOUND IRON ROD k/C-AIR CONDITIONED ;CR=SCREEN 0 C14 :ONC=CONCRETE 04 Lf) )KW=PARKWAY C� I I -* IR W/C=FOUND IRON ROD WITH CAP 24.43' 17.80' ./S=CONCRETE SLAB A/C 'W=CONCRETE WALK Clean 77- - out kSPH=ASPHALT V&P-WELL AND PUMP Septic )PL OVERHEAD POWER LINE CBS )/L- ON LINE WALL nk I.E.= UTILITY EASEMENT -\ Ta I.O.C= POINT OF COMMENCING -4, I.O.B.=POINT OF BEGINNING LOT is :.M.= ELECTRIC METER BLOCK 85 10 LOT is BLOCK STRUCTURE 0/. BLOCK 85 .. ... .. .. ..• 'C=FENCE CORNER 'PL= FLORIDA POWER LIGHT VM= WATER METER C, 'LF= CHAIN U NK FENCE IIF=WOOD FENCE UT-NAIL & TAB :F=END OF FENCE 'B=CATCH BASIN WOOD P P=LIGHT POLE 1P=FOUND IRON PIPE FENCE 500 CUF- '!R-FOUND :RON ROD q— / /— / /— / / — / / —// ND= FOUND 0 4&D=NAIL & DISK ILK =BLOCK PLAT 100.00'POWER- LIMITS POLE ).E.=DRAINAGE EASEMENT SEAL CERTIFICATE TO. Mr W" &AZBW jii mmw mw rrm GUARANTEED RA 7E INC ISA 041A TIMA Aff mmmw Lam ASSURE AMERICA TITLE INSURANCE COMPANY sa"Irmv =a A OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CYNTHIA M4 GGESSY NOTE: THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHEP, RIGHTS-OF-WAY, OR EASEMENTS. N072: THIS SURVEY IS 1NTXNDZD SOLELY FOR MORTGAGE CLOSING PURPOSE Z CERTIFICATE. 91 7WS IS 7V C"TOY TEAT I ffAVJrAfCFNnYSWVMW TZIEPROA"TYM T3EF0"GVffI5! MW CAPTION AND WAVE S" OR "[RWV0NUAW2Vff AS BW1r-42RV ON 72UY SAW" AM TWAT SAID ABOVE GROUND SZWV" AND SMW ARE ACCUMTE As CORRECT TO TAW REST OF Aff 35.4' MV007"GE ANB BANE!; I.FURTLiS'R CZMWY TWAT TMS SURVEY AM2179 T" AfflfflffM 9 WANA4MS "B LAO SMV57RIAG IM" OF "2WMVff1 8V CMP22M 472 FLL STATUTES & RUM 81-8-17 ADOPTED BY r" FLOPIM jj�WAA? REVMON NOTES: DATE BY! '"A A emu-jo V. LLuFfob 01 I Nam. fiftf&L fa" FLONDA LJCENSE FLLAL 1.14 1 At w"m DRAWN F---11 -W Y11 -All By __!5� 1 BY 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY Natiami Maid Incum xt Proymm IMPORTANT: Follow the instructions on pages 1 -9. OMB No. 1660 -0008 Expiration Date: July 31, 2015 -SECTION A - PROPERTY INFORMATION I FOR :MURANCE COMPANY USE Al. Building Owner's Name CYNTHIA MAGGESSY bo*wumber: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. I Cot Number: uity MIAMI SHORES. FLORIDA 3 1 1 3 R State ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 15 & 16, BLOCK 85, MIAMI SHORES SECTION 3,PB.10, P.37 A4. Building Use (e.g.. Residential. Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building-with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1034 440 sq ft a) Square footage of attached garage ft b) Number of permanent flood openings in the crawlspace 11 b) Number of permanent flood openings in the attached garage or enclosdre(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade - c) Total net area of flood openings in A8.b 920 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFlP Community Name & Community Number B2. County Name I B3. State MIAMI - SHORES- 120652 MI Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevations) (Zone 12 0 8 6 C 0 3 0 6 L 9-11-09 Revised Date X O' N/ .p0, use base flood depth) NIA c) Bottom of the lowest horizontal structural member (V Zones only) N/A , 91 feet ❑ meters 9 -11 -09 ® feet ❑ meters maicate the source or the ease Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile . ® FlRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: X1 NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? [I Yes X] No Designation Date: / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* IN Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH. AR /A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: REF. DADE COUNTY B M Vertical Datum:N . G . V . D . 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. 11 1 � Check the measurement used. . a) Top of bottom floor (including basement, crawlspace, or enclosure floor) J0 feet ❑ meters b) Top of the next higher floor N/A X) feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A , 91 feet ❑ meters r d) Attached garage (top of slab) 9 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building _$_9 1 . 91 feet ❑ meters (Describe type of equipment and location in Comments) 8. 3 f) Lowest adjacent (finished) grade next to building (LAG) ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8. 7 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ® feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a ❑ Check here if attachments. licensed land surveyor? ❑ Yes ❑ No Certifier's Name EMILIO V. LLUFRIO License Number #4429 Title PROFESSIONAL LAND SURVEYOR Company LAND SUR Aftess City State 17113 Code #6120 N.E. 6tJh AVENUE OAKLAND PARE F ORIDAI 33334 Signature Date M� A! Teleph one .(954)771-0426 FEMA Form 086-0 -33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. f 0 Burton Brasw�i MWdieb=ks 10 Job Title. Mello Residence Consulting Structural Engineers JUL 0 2013 Job Number. 13010 3998 FAU BLVD., SUITE 309 Shed No' Boca Raton, FL 33431 - _ - Date: W15113 (561) 750- 1916�� by. JRM Wind Design of CMU Edge Stiffener ar_ new door Fight of wall H: =8.0•ft Effective Width of Pilaster b : =24 in P: =O•ft Wall above Opening h : =0•ft Tributary width of wall b W:= 3.0 ® , Load Der Width of Wall: v Wind Load WL : =41.6 l� ft2 Roof Dead Load DL := 1220•bf ft Roof Live Load LL := 717 -- LL t : =LL•b w LL t =2151 albf Edxertmcny e I := .5U -In ft Wail Weight above opening wall �55 ft2 •(h) •b q, W wall = 0 albf Acting Moments m:= Ww•(H +P)2•(H— P) 2 +DL t•e d +LL t'c 1 M =1241 albf -ft 8 if Material Properties fm := 1500•psi fs := 24000•psi Em := 2.2.10 -psi Es := 29.1e-psi n:= Es n = 13.182 Em Distance to Reinforcement d:=3.81-in Provided Area of Steel As : =0.31 •in 1 #5 Using K:= n As K = 0.17 4n b For Initial Guess Value of yy : =1 -in Distance to Neutral Axis Y:= yy- (0s y.y+ K K•d ,yy b 3 Transform Moment of Inertia Ix = Y +n•As•(d— y)2 3 Compression Section Modulus sx c := ix y Tension Section Modulus Sx t:= Ix Acting Stress Compression fc :_ hg DLttLLt+wwall + fc = 393 Vd sxc (8 -in•b) y = 0.981 ain Ix = 40.257 am sx c = 41.025 air sx t = 14.231 air Allowable Stress M .5 DLt +Wwdl Tension h:= n- — fs =13779 apsi sxt (8•in�b) Column Deflection 8 := 5 •Ww -It S = 0.13 ain 384 Em•lx Fc := 3 •(3 -Pm) Fe =667 Vd Fs := 3 •Ps `!Z; P. _Q H = 0.4 am 240 n e = �o Use 8" CMU Wall w /115 as edge stiffener .:�. � each side of new door %`�a rAj B•B•M STRUCTURAL ENGINEERS, INC. 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N We fi n Q$ r 5 3 C m (x,11 w m a � m C m ArA :I m m CL I t Mello esidence 1208 NE 95 Street Miami Shores, Florida 33138 Revised Energy Calcs 18446 OLD PRINCETON LANE; BOCA RATON, FLORIDA 33498 PHONE: 561- 703 - 06251954- 372 -5041 FAX: 360 - 851 - 87201928 -752 =1484 WANDWCE.COM FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation Residential Performance Method Project Name: Mello Res Builder Name: Street: 1208 NE 95 Street Permit Office: Miami Shores City, State, Zip: Miami Shores, FI , 33138- Permit Number: 13 -1197 Owner: Cynthia Maggessy and Pedro Mello Jurisdiction: Miami Shores 232600 Design Location: FL, Miami 1. New construction or existing E)asting (Projects 9. Wall Types (1575.9 sgft.) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 1347.80 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 228.08 ft2 3. Number of units, if multiple family 1 c. WA R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1671.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1671100 ft2 6. Conditioned floor area above grade (ft2) 1671 b. N/A R= ft2 Conditioned floor area below grade (ft: 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(383.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 200.2 a. U- Factor: Sgl, U =0.75 383.00 111:2 SHGC: SHGC =0.50 b. U- Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 58.0 SEER-16.00 c. U- Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ft2 a. Electric Strip Heat 34.0 COP:1.00 SHGC: Area Weighted, Average Overhang Depth: 2.419 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 60 gallons 8. Floor Types (1671.0 sgft.) Insulation Area EF: 0.930 a. Crawlspace R =19.0 1671.00 fie b. Conservation features b. WA R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass /Floor Area: 0.229 Total Proposed Modified Loads: 48.37 PASS Total Standard Reference Loads: 60.88 I hereby certify that the plans and specifications covered by Review of the plans and & ST this calculation are in compliance with the Florida Energy specifications covered by this �y��p�, °,.�� Code. calculation indicates compliance ,` •a PREPARED BY: with the Florida Energy Code. Before is construction completed DATE: this building ill be inspected for 9 P compliance with Section 553.908 t? �► * ,� I hereby certify that this building, as designed, is in compliance Florida Statutes. GAD with the Florida Energy Code. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure: qualifies as certified factory-sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/20/201311:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 6/20/201311:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New /Existing: Comment: Mello Res Bedrooms: 3 User Conditioned Area: 1671 Cynthia Maggessy and Pedro Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Miami Shores Cross Ventilation: Miami Shores 232600 Whole House Fan: Single - family Existing (Projected) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 1208 NE 95 Street Miami -Dade Miami Shores, Fl, 33138 - CLIMATE / �/ Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1671 14203.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1671 14203.5 Yes 4 3 1 Yes Yes 1 Yes FLOORS # Floor Type Space Exposed PerWall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace Main 130 ft 0 1671 ft2 19 0.5 0.5 0 ROOF / �/ # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Barrel file 1722 ft2 0 ft2 Medium 0.75 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1671 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1671 ft2 0.11 Wood 6/20/201311:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 6/20/201311:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Omt Adjacent Cavity Width Height 10 Wall Type Space Ft Sheathing Framing Solar Below 1 E Exterior Concrete Block - Int Insul Main 4.1 37 8 6 314.5 ft2 0 0.3 0 2 W Exterior Concrete Block - Int Insul Main 4.1 8 8 8 6 73.66666 0 0.3 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 495 ft2 0 0.3 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 8 8 6 337.1666 0 0.3 0 5 N Exterior Concrete Block - Int Insul Main 4.1 15 8 6 127.5 ft2 0 0.3 0 -6 W Garage Concrete Block - Int Insul Main 4.1 26 10 8 6 228.0833 0 0.3 0 DOORS # Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 N Wood Main None 0.460000 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Single (Tinted) Yes 0.75 0.5 24 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 5 2 E 1 Metal Single (Tinted) Yes 0.75 0.5 9 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 5 3 W 2 Metal Single (Tinted) Yes 0.75 0.5 4 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 S 3 Metal Single (Tinted) Yes 0.75 0.5 100 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 5 S 3 Metal Single (Tinted) Yes 0.75 0.5 120 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 S 3 Metal Single (Tinted) Yes 0.75 ' 0.5 24 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 7 N 4 Metal Single (Tinted) Yes 0.75 0.5 60 ft2 6 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 N 4 Metal Single (Tinted) Yes 0.75 0.5 24 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 N 5 Metal Single (Tinted) Yes 0.75 0.5 18 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 506 ft2 506 1t2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 1314.9 72.187 135.75 0.2070 5.5546 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys #1 6/20/201311:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 6/20/2013 11:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 58 kBtu/hr 1740 cfm 0.75 1 sys #1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.93 60 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS / - - -- Supply - - -- - - -- Return - - -- Air Percent HVAC # �/ # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 200.2 ft Main 10 ftz Default Leakage Main (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling an Feb Heating H Jan Feb Mar Mar Apr Apr Ma Jun Jul May Jun Jul Au AuSep Se Oct Oct Nov Nov Dec Dec Vent! n Jan Feb Mar Apr [ l May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/20/2013 11:26 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1208 NE 95 Street PERMIT #: 13 -1197 Miami Shores, Fl, 33138- MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas ,� r and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency --78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. 6/20/201311:26 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1208 NE 95 Street, Miami Shores, FI, 33138- 1. New construction or existing Existing (Projects 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 1347.80 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 228.08 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1671.00 ft2 6. Conditioned floor area (ft2) 1671 b. WA R= ft2 7. Windows ** Description Area Ducts _ z a. U- Factor: Sgl, U =0.75 383.00 ft2 11. R a. Sup: Attic, Ret: Main, AH: Main R ft2 6 200.2 SHGC: SHGC =0.50 b. U- Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U- Factor: N/A ft2 a. Central Unit 58.0 SEERi16.00 SHGC: d. U- Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 34.0 COP:1.00 Area Weighted Average Overhang Depth: 2.419 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 60 gallons a. Crawlspace R =19:0 1671.00 ft2 a. Electric EF: 0.93 b. WA R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /Ft Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. * *Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Building Input Summary Report 6/20/2013 11:27 AM EnergyGaugeO / USRFSB v3.0 Page 1 of 4 PROJECT Title: Mello Res Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Cynthia Maggessy and Pedro Conditioned Area: 1671 sq.ft. Block/SubDlvision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 1208 NE 95 Street Permit Office: Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: Miami Shores 232600 Cross Ventilation: City, State, Zip: Miami Shores, Family Type: Single - family Whole House Fan: Fl, 33138 - New/Existing: Existing (Projected) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL_AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.1144 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Space Exposed Ped Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace Main 130 ft 0 1671 ft2 19 0.5 0.5 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch - # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1722 ft2 0 ft2 Medium 0.75 No 0.9 No 0 14 6/20/2013 11:27 AM EnergyGaugeO / USRFSB v3.0 Page 1 of 4 Building Input Summary Report 6/20/2013 11:27 AM EnergyGauge® / USRFSB v3.0 Page 2 of 4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1671 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic 0 Main 30 1671 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. Ad1jacent 4o Space Cavity Width Height Sheathing Framing Solar Below # Omt Wall Type R- Value Ft In Ft In Area R -Value Fraction Absor. Grade% 1 E Exterior Concrete Block - Int Insul Main 4.1 37 8 6 314.5 ft2 0 0.3 0 2 W Exterior Concrete Block - Int Insul Main 4.1 8 8 8 6 73.66666 0 0.3 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 495 ft2 0 0.3 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 8 8 6 337.1666 0 0.3 0 5 N Exterior Concrete Block - Int Insul Main 4.1 15 8 6 127.5 ft2 0 0.3 0 6 W Garage Concrete Block - Int Insul Main 4.1 26 10 8 6 228.0833 _ 0 0.3 0 DOORS Width Height # Omt Door Type Space Storms U -Value Ft In Ft In Area 1 N Wood Main None 0.46 3 6 8 20 ft2 WINDOWS Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 E 1 Metal Single (Tinted) Yes 0.75 0.5 N 24 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 50% 2 E 1 Metal Single (Tinted) Yes 0.75 0.5 N 9 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 50% 3 W 2 Metal Single (Tinted) Yes 0.75 0.5 N 4 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds Exterior 50% 4 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 100 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds Exterior 50% 5 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 120 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 50% 6 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 24 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds Exterior 50% 7 N 4 Metal Single (Tinted) Yes 0.75 0.5 N 60 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 50% 8 N 4 Metal Single (Tinted) Yes 0.75 0.5 N 24 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 50% 9 N 5 Metal Single (Tinted) Yes 0.75 0.5 N 18 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 50% INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000300 1314.9 72.187 135.75 0.2070 5.5546 All 6/20/2013 11:27 AM EnergyGauge® / USRFSB v3.0 Page 2 of 4 Building Input Summary Report 6/20/2013 11:27 AM EnergyGauge@ / USRFSB v3.0 Page 3 of 4 GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 506 ft2 506 ft2 64 ft 8 ft invalid MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless Block 1 Electric Strip Heat None COP: 1 34 kBtu/hr False 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless Block 1 Central Unit Split SEER: 16 58 kBtu/hr 1740 cfm 0.75 False 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric None Garage 0.93 60 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Tank Volume Tank Tank Heat PV Pump U -Value Surf Area Exch Eff Pumped Energy DUCTS DUCT --- -- -- Supply - --- --- - - - - -- Return - -- # Location R -Value Area Location Area — Number Leakage Type Air Handler Percent CFM 25 Leakage ON HVAC # RLF Heat Cool 1 Attic 6 200.2 ft2 Main 10 ft2 1 Default Leakage Main Default Default 1 1 TEMPERATURES Programable Thermostat: Y Cooling Jan Feb Venting Jan Feb Ceiling Fans: N Mar Apr Mar Apr € May Jun Jul ug Aug Se Sep Oct Nov 7C Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 , 12 Cooling (WD) AM PM Cooling (WEH) AM PM Heating (WD) AM PM Heating (WEH) AM PM 78 78 78 80 80 78 78 78 78 78 78 78 66 66 66 68 68 68 66 66 66 68 68 68 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 66 66 68 68 68 68 78 78 78 78 68 68 68 68 78 80 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 6/20/2013 11:27 AM EnergyGauge@ / USRFSB v3.0 Page 3 of 4 Building Input Summary Report 6/20/201311:27 AM EnergyGauge® / USRFSB v3.0 Page 4 of 4 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1792 kWh/Yr Peak Value: 585 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 01 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 2726 kWh/Yr Peak Value: 500 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts BLOCKS Number Name Area Volume 1 Blocks 1671 14203.5 14203.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1671 14203.5 Yes 4 3 Yes Yes Yes 6/20/201311:27 AM EnergyGauge® / USRFSB v3.0 Page 4 of 4 JU 11 WAS AIL "N. PAWR-009, CO UM PAODUCrCONTAOL1ft&WN WMONKW, AND R9GUYATORY 11805 SW 26 SkUt Rom 208 AWAMS (PIMA ' MhMOWWO3115-2474 BOAXP AND COVXAOMWSMT1OWDWWOX TMO.115090 P09031542W AQAffAPT NOA} W%dows if ubretutriag :Innc. 1745 W. 313 T-law _ iEl�eak, FL 330E S This NOA is being issued under the applicable rules and regulsti.coi governing thevse. 6toobstraWon lu documentation -submitted has been reviewed and accepted by M14mi-Dade Counly PERA Ptoduct:Control Seefigit to be used in Vdami Dade Counlyand other areas'where Allowed by the Authority lUving Jurisdiction. (AHO� Ills NOA " not be- valid aft the exphition, date stated below. The hOwd-Dade CoAddy. Product Control Section (In Miami Dodo County) ArWor the AIU (in areas other tbgn Miamt Dgde CoUnti) tomw tho right -tip, have this product or material. tested for. qvallty asxu w purposes, If. this piodw or material 'fails to perform in the accepted manner, the marmflacturvirwill Wur - the Wqmm of such testing and the AM may immWkWy revoko,modW, or suppend the use of such product or material within their jurisdiction. VERA reserves the right-to, -revoke this -acocohimm, if it is -detennined by NW4-Dade County Pro" Control Section that this product-or material fails to daeet -the momonts oaf the applic4ble, bugling code. 114 product Is approved as desoribid.henih. and hasUm designed to comply with the FloridaBading -Code,lacluding the 166 Velocity hurricane Zone. Vftdow.,LAU APPROVAL •DOCUMOT; Oravkn No .080&410 titlod"Wim 1650 Ahnignum, Horiamtol 311ding Vindow (XO) Impact Redistad GhW,'shecti I through 7 of 7,* 4": 03/14/08, with revialon #1 -dated FMcist* PJ 031OS/ 12. prepared * by numufactum sionedand sealed by bearing 60 Miami- Da6e, County Product Control Revision stamp with the Notice, of Aweptanea number and expiration date by the Niaml,-Dadc Copty-Product Control Section.. MIN" AWACT RAMC... * LUP land SMU Nbsik Impact Raidant LABELING : loch Unit shall bear apermanent label. with-the dte ara% name or logo. ft SWC6 model/.serk -sod- following statm' -"Miami-Dade County P rodo -Control Ap proved '. mien otherwise 'boted, herein. UMMAL Of this •NOAshall be •considered aft a renewal WficAtion he ban Sod and h -the 11 applicable building code •negatively :dectihg the-pftftmanoe ©f this product. o Inge, in.. w. TERMWATI()N of this. NOA. will occur after the expiration dftor.if dwm has been arevision or chop intho materials, use,. andlbr "nufiwturc of the product orprww. Misuse of this NOA as .an Oulorsement.. shall automatically tarminift this NOA.Pailure. ofany Ptoduct, for sales, advertising =y other puqxxm to oomplyvrhh any secdoii of this NOA shall be cause for Umm"on andremoval of NOA. -by the,'wordS. Miami-Ddde ADVERTISE MOT. .11e NOA number preceded I County. Florida, , and followed by *e -be. d**O In advektisiag literowe. N any portion of the NOA is woration4ate may ,d1splq41hen-it shall be done in Its-catirety. INSPWnON-. A topy of this entire NOA shall he provided -to the user by the manafa� of its distributors and shalt be -available for inspection at the job. site- at the rued oftho Bull&$ Official. This NOA revue and re"ws' NOA.W 09-1217.04 and consists of Ok pap I and evidence Pam: B-1 and S.- .2 -sw well. as-apoo cunx mestionedabova. The submitted documentation was reviewed by MimuctPorm Pic. . fi/r� NOA No. 124WAfi Upiraden Date: Aprft,109 201-8. 1.4 Win. pproval DaW Mayll't 2012 A Papi PPROVED WITH NO EXCEPTIONS APPROVED AS NOTED O REVISE AND RESUBMIT 0 REJECTED FOR NON - COMPLIANCE O REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS THIS APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, FOR ERRORS AND OMISSIONS IN T'iE SHOP DRAWINGS OR, FOR DELAYS OF ANV SORT IN THE WORK THE CONTRACTOR IS RLSPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE: FOR INFORMATION THAT PERTAINS SOLELY TO 1 HE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRUCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC BY: - 44Z DATE: KEc p VWi . Same MIUMMIRLWI T a X DRAWINGS L manufhoturees die drawings. and Sections.' 2. Drawing No 980"k, titled "Series 1050 Alumimnu Horizontal Sliding Window (KO) ImPad RCSWW (IW, sheits 1: through 7 of 7,. dated 03/14/08, with revWon #1 dated -05/05/12,prepared by.. mubcam, signed and waled by fFmkdam. Hernanda�,.P;.E..* Tz M-I 1. Tea reports on: 1) Air Infiltration Test, per FOC, TAS 20294 2) Uniform Static Air. Pre mm Test; Loading per FRC TAS 202-94.. .3) Water PLesistancle Test, per FBC, TAS 202-94 .'..4) Large &sile Inert Test per PDC, TAS 201-94 -5)C Cyclic Wind PZMWO Loading per PBC, TAS 203-N 6). Forted Entry Task per FBC 24113.2.1, TAS 202-94 along with, madod-up drawings and Installation diagram of an alumnum horizontal -Sliding window, pr"red by Fenestration Testing Laboatory, Inc,, Test Report No. FTL-5331t dated 09/18/07, Signed, and selad by Carlos S. Rlom%6 PX. (Smbmi*d mderpm6m NOA N& 0"I87.O8) 2. Test reports on: 1) Air Infiltration Test„ per FBC, TAS 202-94 2) imform Static Air Pmum Test, Loading per FBC TAS 202-94 3) W4*r Resistance Test, per FBC, TAS 20294 4) IAuV Missile Impact Test per MC, TAS 201-94 5) Cyclic Wind Pmum. Per FBC, TAS 203-94 6) Foroed.-Entry Test, per F. C 24113.2.1, TAS 202-94 .41ong'vft marred -vpdrawito and Installation diarm of an alminum Wmootal slift window, prepaied . by Fenestration Testing Laboratory, Imm, Test Report No. F"15. dated 07/2 '/07, signed and. stated by Carlos S. Rionch6 M (Sub*W w1derpmvious NOA X& 08 -4107.08) C. CA14CULATIONS 1. Ancliot verificad on oalogations and. strucWal analysis, complying with FBC -2007, pirepared by Sunsbine Windows MamOmduring Inc., dated 12115/07, signed and.. aged by FranciseG Hernandez, P_,K (,9"MAW lawop reWear- NOA#09-12I7.04) 2. GaAai com* 9 es wi& ASTM E1300 -04 D. QUALM ASSURANCE L ldiam -Dade Deparlanent of Permitting, Fmvhmment, and Regulatory Affidu (P'ERA) Am ag- -iP main P NOA No. 12 OU.06 ftpWIon Date: April 10 ,ZOIB Approvd Date: May 11, ?x®12 ME. IN 0 ON , '� ,,` � Uvill co 14 (At �� l ; �■ i. 0 r r E Nam fired VIRZI ..1 1v *ARM.P18*3 a I I ." tit NW �S.+I ang .40 Will sa rl all, ROMOMa SLMING WMOW 0[a) MALT RIMAWGI" I 11"I MEN �I ROMOMa SLMING WMOW 0[a) MALT RIMAWGI" I 11"I MEN c . ... .... .. f I S Ile'�Rt NA9>aW. tfBQD tae •6a4 awls. . 9�B81R iAAeK eoer5 A UP /W= tae, "p-M MOMPU vaa tae4ss r� � . •ages -ta lo: iW sown LYE +AX1•St19: I TQ 16819X0 PAtea. saes +76 !salt# YASTO tfBQD ems. 13 'S.W -mt 1 ' Ow ME. RAd, QQ�1 -16 14 7 4/ffJi1 O teas wa 14 A rm. Lim. no 14 0-914 2/WL .f117ER . FOlal " 17 : Swam 1 ML am 18 SIP -014 1 am 14t FNS. T9 10 sutatm� - eee'eMt e�nArt 20 >sp -tot bw ROo 6000 -111 " . 21 1 I. J/� X 3/4 FLO W ' S'UIL 72 < AY 0x41/2' ' t Egli MR .1,650 ALWOMM RO=ONTAL MIDINO W1 QW %D). DeACtIESM GLASS J I .-0.. 1� IMMONTAL 9LMM VMOW (XO) DeACT==iAWG"W WEI IMMONTAL 9LMM VMOW (XO) DeACT==iAWG"W ME AL &At P4WW1-DA4$ COUM PU0DUCrC0MR0L.$Wr10N VXARTMNf6 0 'lit N.. M% INMONMM, AND 99GUUTORY 11805 SW 26 SKU4 Room 208 Miami, Florlds 33115-2474 0or AMAMNISr" "ION DWOON T' . ("43'15-2390. F(79031342W NOTICE AC - MA NC(NUA &WsWe W10ft" mmuseturilig, JUL 17 br* 45W.3- -ft.m RW*I!bv FUM12 S This NOA IS being issued under the applicab le rW ao- regulations governing tile: W of obhothWon sterials, the docutnentation -submitted has been reviewed and aftoj0d by bliami-Dade Counly- PERA PY0d60t:C0ntr0l SOWOR to be used in Nod Dado. • Cowtyapd other areas'whore AllowW by the Auitlo* This NOA shall trot be- valid after the expiration " stated •below. The Xiami-Dadetduhly Product Control Section .41n Mom! Dade C* 0") and/or the AIU (in arm other than Miami Dade County) ftsoVe the right to"have this product or material. tostod for quality sup;aaeo purpom.:If this pro."i. or matarial'-fails to porform In theaccepied quo MaMr. ft manubeturer Will incur the WqmWe of such wating and • the AM may immedlately-revokomoft, or.suspend. the use of such priodadt or material within thrirJurisdiction.- PERA nsetvas -the right w -revoke this 'ac if It Is detarmined by Had44)a& County Product Control, Section that this PrWwt.or matorw && io mid the requiram.dats of the appfic4blo boding eo& IWS product Is approved as desvibid harefiu and has been designed to comply tft the Florida 'Building Code, Iftluding the Fligb Velocity Hurricane Zone. A"ROVAL DOCUMEW; Ownwing No. HSO"I, tided "Was 1650 A—Witnum Horizontal Sliding Window (XO) hVact Resistant Glase, show I through I of 7, daW 03/14/01k with revision #1 dated 03/05/ 12, prepared * by maufiftwo, signed and Paled by Ft _PX ancisto HanandoW4 11 , boft the Afami Dade County Product Conttol Revision stmp with the Nottoo, otAcceptam .Went er and expiration daft by the b1iaml,-Dade Cognty' Product 'Control Section. MISS" IMPACT RATIN . 4. Imp andAmn Missile bapad Resistant LAMMG: Each unit shall bow apermanent label with-the '.01 facba rcA is= or I-W, city, statt„ nwoeviork "d following stMuent; Wiarni-Dade County Product Control Approved". unless other►ise 'noted howin. IbMWA-L of this -NOA 4ball be -considered after a re0owal appfio4on has been tied and there has been xofftproduct. 11R NOA occur MMITIONotthis NOA "I i irk the nubd4K uso,.=d1br manufacture of the product or.procimis. Mixuat of this NOA asanandorsment. ofiny product, for Wed, advartl9ftgr any outer purpom* shall automedwily teminift this NOA. IFWluft. to oomply%wlth any sectloi of this NOA shall because for termination and removal of NOA..... by *P.4ovda Mha&Dade County, Florida; and AWEMMME0, -11w NOA number preceded followed. by the expiration.;dPle mW.be. displayed In advaitislaig litetatum ffsnypbrtion.of the NOA 1s Aisplaye4j. fta it shall b4 done in Its entirety. INOMMKI. A viopy of this entire NOA shall he lothe user bythamanuA&Wer Hts.'. provided distributors and be available for Inspection at the job situ at the guest of the Building Official. - Tl& NOA revises and ramws' N.0A W W121 . 7.04 and amists of this pap I and evidence pages: B-1 and 11-2. as well as approval Jocumentmadoned above. The submitted documentation was reviewed by Monet Peie4 PX. NOA N& 12-0,20.06 Z"Iradon Datm April Up 2018 Approval Date May:170*2012 0 Par 1. ja SHOP DRAWING REVIEW O APPROVED WITH NO EXCEPTIONS APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED FOR NON- COMPLIANCE ❑ REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS 01 THIS PROJECT AND COMPLIANCE W i I H Tt IE INFORMATION GIVEN IN THE CONTRAC I iXtCUMENTS THIS APPROVAL SHAJA Nv RELIEVE THE CONTRACTOR FP,)N4 RESPONSIBILITY FOR DEVIATIONS 1 I HE CONTRACT DOCUMENTS, I OR ERRORS AND OMISSIONS IN THE SHGP ORAWiNGS OR, FOR DELAYS OF ANY SORT IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE: FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRUCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC BY: A DATE: w �� d(i1ap vEfrP( R.D I* li '. ORAWIN65 1. Manuiact was die.drawings.and sections:' 2. Drawing No 1ISO84k,. titled "Series 1$50 Aluminum Horizontal Sliding Window (XO) Impact Redamt (llama" , sheets 1: through 7 of 7, dated 03/14/08, with revision #1 dates 03/05/12, prepared by rnanuhahxter, signed � wed by. PAmc�o . Hernand8z, -P.E.. iL TEM . 1. Test reports on: 1) Air Infilutim Test, per FBC, TAS 202 -94 2) Uniform Static Air. Prossure,Tes4 Loading per FBC TAS 202-94- 3) Water Resistance Test, per FBC, TAS 202-94 4)- Large Missile Impact Test per FBC, TAS 20194 5). 6ZIic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2.1, TAS 202-94 along withmarked -up drawings and installation diagram of an aluminum horizontal: sliding window, prepared by Fesiestration Testing Laboratory, Inc., Test Report No. ICI -5331, dated 00 /18/07, signer and sealed by Carlos S. Monde, P.B. (SubodWO under prrevior�s NOA Nay 48=0X 07.08) 2. Test reports on :1) Air Infiltration Teo per FBC, TAS .20294 ,... y 2) tJtffofm 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 M S} Cycho.Wind PrmireLoading per FBC, TAS 203+ -94 .6) F'orced.'Entry Test, per FBC 24113.2.1, TAS 202-M ,along wft marked -itp drawings and installation dial of ea ai minum horizonta1 sliding window, preparl by Featestration Ting Laboratory, Inc., Test. Report No. FT1,5013, dated 0'x/27107, signed and. ailed by Carlos S. Rionda, P.E. (Snb#AVed ander;prevkus XOA X& 0,"107.08). C. ; CALCULATIONS 1. Anchor veriftation calculations and strucumd atialysis, complying with FBC 2007, by Sunshine Windows Manufa ng, Inc., dated 12115/07, signed sbaled by Francisco Hernandez, P.E. (Submiod *Aw previous NOA#0.0-1217.04) 2. CAM:islg complies with ASTM B1300 -04 D. QUALITY ASSURANCE L b iiami -Dade Department of Permitting, Unvirommt and Regulatory AT*s. (PPBA) Maaaei * P.L . � Prodoet Con. r NOA No. n 4320.06 Xxptrmlou Date..Ap l l0, Zei8 Apprwd Date: Mar M 2012 g -1 .g��tggg 0 �r I - j t B 121 13 1,41 UP kit m 0 0 of (GX)A&L6WM WHOM IYANOMOR Imm INQ6 I Igloo a w2g �' I I f. INQ6 I Igloo a w2g �' I I ?� , w � � .' } - ,.,u,,.1.�,.,® G _ .L15Ti ...... MA7M ALXJW BK SfRlea<tA6 two WA7®W. 13 OEM To= 6Q6.3 -$ 611QEA w 4063-15 F1X , Stft P08 f.w >P 6818 �.. 0063' -m — ..-±.. . FOf� d�.TINd %IbiR. w 4083-0 /AX1•�: "a TQ I Alm PAID ' "up's . »K8 YMO TIERS: WA7®W. 13 1 .im4 m RA9 4063-15 14 mw woom sm HULK ' 11001. 14 W -910 A. M 11' 6NG10M 1 ffiL 6063 -16 16 Skt -01A t dilipt TO pA1A°A. Tb 10 - 6FSQ.�06'� EAR ml. mv-10 RO aWW i1 003-16 21 1 SJap X 3/P Fw- But Mg L S Comm NOC HSfl8 -0l � •t �t6Fz a e \ �■ �\ �A �q � § , $ � k @_ . � �� . � «�� -. \�: . . ISM. ■ 23. ;16. T© . � �� . to wc w O. p4. .. r_ 1 MkAr A1tAI >aAW COUN7Y .. PRODWTCONTROL SFXnoN DIIPA OF P.gR1VJn ING, .VMftQAMM AND iZEGULATOII;Y 11 si05 SW 26 SYten, (room 20 l AMS(P11:RAJ Mte i.P1aid$33175 -2474 BOARD AND tx; g ADNfINIST'ilA'i';i4N° ONIOt Tt7'86} 31X2590 P (786} 315.2599 OF A•C — P `A '(NOA) � 1Vlanut8>!� inc. 1 W. 33`°a piw FL 33012 SCOM ` his.AlOA :is:being issued. under tits• a plicable rules and• reegalatIons .gaming the ass of consaruction materials. The documentation submitted. has been reviewed and accepted by, Miami -Dade ty PERA qat .Control' S .!n. to-be used .in I iaxntl: Dade C+4uaty and other.areas where allowed by the AutTiority iifiaving Jurisdiction (AHJ).. s 'f#tas NOA.shall Abe valiii after the expiration 4M stateGl Wgw..ThoMiaarl-I�ade County Product Control' Section .0% Miami Dado County) and/or the AW "(la .areas :other Than Miami Dade Cow*} reserve the right': to-have this prodadt -or 1. soul t cl for quality a� puiposes. If $is product-cIr nWuW fps to Form-i Aie accepted manner,, the manufacturer will incur tho,pxpmtse• of:such tag and. the AHJ may i immediately revoke, •ntctdii;y, or sued the ofzcli;prirct or nate> ial within th0ir jurisdiction: PERA reserves the right =to Make this-da eptanoej If it isc determined-by Miami -bade County Product Conttol- tipn that ifiis product or material .€ I S to -meet the requiT6inenfs of ae: applicable building code. `his pnoduca• is: Vcd as d crib l herein,. at►d. hoe befit daigtuxl to comply with the Florida Building Code, including the ,High Velocity Hurricane Zane:. DzscI A'l'IUAit ri1 e4 Q '' $�i tit�ul i ed ►i}ido — L, 1G. " i FP O'pAL DOCUMENT • Drawing Tp. Pei►ti$- 01; titles "Series 4302 Aluminum >:ixed. Window. impact ResistW OW. sheets T. through: 0-of 8, dated 0$/1:8/08, withio' isaon #1 -dated 03/06f12,.prepared - by manufacturer; signed < .seabed'by Frar►cisco Heraap , P:E., ben ag the ll�iami —Dade County Product .. Gontroi Bnyisioh- stamp wig the Notiw of Acceptance au>mb.w ow expiration dais by rain Miamm -Dad County Priduct ConftI IS L)8 xMl'!AG°t' RATING:. IArgre and SaWLIMIlsolle Impact Resistant. LAB Each unit shall Nara permanent label with the manufacturetes name or•btgo, city, storey •model /serieo, and -following statement: '7Niarai Mde bounty Product - Control Approved °, unless Otherwise hoted herei'n.. .. . RMWAL of this NOA shalt lie- considered after a.tenowal application has been Bled a� tl��e has been no change iti tl►e.applicable building code negatively at%tiag thop rfor�imace ofthis product. ATION of this NOA-wilI cur after the expivation date or If there has been a revision. or. change In nmateri4 s; arWor manufactete of the product or,prooess, .Misuse; of -this NOA ss an endorsement of any rOtiuct, for salmi. advertisinSot any comerpurpam shall autontati lly:terminate this NQA: Failure to comply :vvi any sed3on: of this NOA shall be cause for tmWnation aril removal of NOA. VE1tTI$>14M. T:. The. NOA- number preceded, by the. words • Iviiami -Dade, County; =Floorid;6 and ! followed W the expiration date-may be displayed .ht advertising literature. Tf any .pordon. of the AiOA is . displayed;ahen.it sha[lbedone in entirety. IS Et QhT A copy Of this entire -MA aW •be .provided-io: the: user by the manufacturer-ar its distributors and s( it be available for . nspectaon at the job site at t request of rite Building Officsini. IUi -1494 teOW NO" 10- 021:01, and coins * bf tIAisti page I and evidence. qos �-l.�d �-2, ' well as. '. approval; dtumeamentioited.above. The submitted: documentation. was reviewed by duel Perk. P:E. :. A 1 - .. . ... .. .. , ' .. piratlosr Duie.• Sept�er il, �Q'13 - J� p II Ap ravat� ate: -tViap.Z�t;. ZOt2 . �C Neal'. 1 SHOP DRAWING REVIEW ❑ APPROVED WITH NO EXCEPTIONS APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED FOR NON - COMPLIANCE ❑ REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS THIS APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, FOR ERRORS AND OMISSIONS IN THE SHOP DRAWINGS OR, FOR DELAYS OF ANY SORT IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE: FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRUCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC BY: ---ke -(J r Lu"N" flip. ACCEIPTiE: E:. �:NC1 SUB1Vfi1"fED �. RRAWINCS 1. l mufidt rer'scdie drawings and motions: 2. . Dmwing`No PWO"1, titled "Series 4302 Alummi mn Fixed Window- Impact Resistant Glass", sheets 1 through 8 of 8, dated 08/18148, with revision #1 dated 03/06/12, prepared by manufachlror, signed and sealed by Francisco Hernaader, P.E. R. TESTS 1. Test reports ow. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unif9m 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 AC... TAS 201 -�4 5) Cyclic Wind Pressure toadigg per FEC,. TAS 203 -94 along with ma*ed up drawings.and insWjetion.di m of aluminum arch, eyebrow and rectangular fixed. windows, prepared by Fenestration. Testing Laboratory, Inc., . Test Report loo; *F TL3388, dated 08/14/02, 9guod and sealed by Joseph Chan, P.E. (Sub d coder pmdoas ArOA# #"$14,071 •C.; CALCVLATIONS I. Anchor verification calculations and stmetund analysis, complying with. C -2007, prepare! by.Sunsbine Windows Ivianufacturing, Inc., dated 12/17 /10, signed and sealed by Francisco Hernanft P.B. (S'ubrl>Ated Un4rprevionsNau 1IM1n1.9 ) 2.. blazing complies with ASTM E13M -04 .0.1 QUALM ASSURANCE 1. Miami•Dade Department orpermitting; F.nvirontnent,'and Rogulatory Affairs (PERA) L:. MATERIAL CERTIFICATIONS ]. Notice of A ceeptauce : No. 11- 0325.05 issued to Solutia, Ijnc, for their "&apex and. Vanaeva dear anti CRIOr intarkyers" dated 05105111, expiring on 05n 1/16. 1Vlaeq� Prated control NOA No. 12- 0314.11 Expiration Rata September 11, 201$ Approval Date:: nay 24, 2012 19.1 I�IOTICF QF ACANCL`EV�DSUBMIT`TFD R STAT19MXNTS 1.. fttmud letter of confomwnw, complying with MC -2010, and of no tmcial interest, doedUarch 09, 201.2, signed and sealed. by Francisco Hernandez, P.B. 2. Laboratory compliance letter for Test Re Mrt"No: Flld -3388, is�d by F qon Testing Laboratory, l.w., dated O1 /05/02, signed and sealed.by Joseph Chan, PA. (Sab ed wr aprevious NOA* 03-1314:07) . (Y.MP$ 1. Notice of Acceptance No. 10-1221,01, issued. to Sun9b.iao 'Windows Manufact Aug, Inc. for their Series: "4302" Aluminum Fixed Window L.M.L, approved on 024/11 and exp on 09/11113.. M"na Pq .L- ProducROodw r ( .. NOA No.12-03MI t �•�. `. - Itapimtton Date: September 11 .3A13 Approval Datp:. May 24,20U, • x •x x X*X: *�x # Im 0 t0 *0 co, Was C!l -tA 40:4. Co. go 4.. :0. W. cd . �. - ��Ip SW-MMVXSBUIDVdM Eli Now= io N 32, 'I ril of rem. ma i pi to o 1. wH 4p WS ft m 00 a a t* in P) n iq N1 .1, 146 son - d 001" A x Ile �1 P; RXx�xmxxxxx [a a IT� x x x x ma i LQ .� C1t+ �.. mw ZU£k SmmS lo ota¢ a mta►� z� -eo-eo . Smom =am . '`�, V' • O l r"'• �1 :.. �- N .�. � bill tj g -gig g f. a 19, 818M d a Sri a •� � �. � � � e .n vo a!> q 'si' Aa •a si .ri .m m � v Wn .r a -►o. n .r +o n n rj• � t n• n. . w• ! •-• �„ !!- N W N N � �A. F� H P •m m m' �� + p N N..N •''j{{{((((ppp•3p33 � .�,aa.w'�`io.doA:nhn �n••m..ma�o•graivavMrimao W en to �. N .r�i /V � :� °7� =V' wj. /q .t�j � •M1. Vf N t � a •< A Ott. �xp' X K• M X i( Km k X 7t XX. 1X� yXp� pX� mmX. X,X� yX�Mo �. � . �� h � 1---; ! m of W: m � Q � � Y' n •M �9 N n A n A N IS m tX� Qo; tXr X X X {X� is X X m V. X P X"M • �' ttx N; X m ,ppX W fx V X �, 'NX� O� �Xy �Oi �( . di W O V 'V 1 ld ii N faltr G A jig I 111111. 1 � I 0 G O -vrl B. TypeALAMAMON PR M�MWS ==low 2.- 8NUiTER3 ARE NOT SUE wo TO omm 41.- POR* 1 *4 CA moon I By 4 Am. .9 WAAAM6 USE 1 GIDIA fog AT�f MTO MAL USE t/{° Dept OW a OW Alms WA 1 . GMINM COM*M.STMWM f'ew3.M pil MM6 CMU PER AM -Mm 0 tE10D a FLLED OR IL- U39 NOM OW* *6N mUAuip QRMff 3 10 kOL AS REQLUM. 7- W OR GREATER MWAYM 9"L at *SW*M yMM We 0,. 0." Dv4w, OF 71 . W I'&STEa/ALIM" (477 NO LESS BE 9* -Tt "n SMALL 99 FYP 36 ft MM. WOOD SUW Imommm .111MALL wMrAn'001:40 I TRANSM LWO Tw Ow L ZWT im A, PROVED OPFCAL •PFAOR TO omm m BE IECILD OLAO 0,34' OJBVU LAMMED MASS USM r*o+ UTES Of 1/9* WAT DIKWDG+I& WROOTMM GLASS WN A QMQ SAFLO WO WMPAYfiR,FLM ZY- WM M 010 *1/04- MAP IlMi/Eam FUM MW R4043 RLLM. Mi#f. am 6 Ora 1 1. MIX. I % 2.- SHUYrM NOT ASOURED FOR EACH 'UNIT SW mm TO Dam 4,- FOR ATIACHMEWi Wto C(*tRE OR W-04W STH I.' oy USE 14. 4LI_t/F4 MX -0090.1ENT M -00 1WWOONN MIN. &gN&uuusEw& WAL. FORA * WOO -wim . 1. g IWO METAL USE 1•/4'.1 AM. ONE $ *W METAL SMV" EIXIE -OWMCE SYKN*M. f*-,%= W WN. OW PER -AMU M. t= SWO* MW IWAlt GROUT * 3 'kSl WL ASRrAugtmL x- Wm' mm W SHALL at m YaLow iqw Or a w OR OW ATO WOW, THE TWMESS OF THE. OTM,/AUWWM HCW STRUMM WALL 9E. No. STEEL SHAL k Fy- 38 W MPL CWV="WL MOTO% SK41 BE. PROPERLY ATTACHED - .70 TRANWER THE SMUMM AND WAL K APPWVED SYMA=9-OnV4'PRMTOWM,M-INdrA(iATION4 10.- comer IN I ZIS&VIMPISSOMW 211W Oft op W S7RDWr#MM A 0-4:1W3 MWOUBJ40; I'W-SY SOLUTIA.- FOR CORM NtELOFp (=M)N RAO F MA&USE 1 W" 1 1/4' WITH "0 Kwal-oly. . ma- 4t 3 HPww�ol ow a or.. a.: mm .. J R, t 4• id+11L • °Y5(Y wa -07 V,Ie1q([�.. .. _ . -. . 'A�Vi.. ez F by ATTACf O 10 Tom' TNe •..wvi w SY8161/ LOM • S APPr4VE6 a m APPAM a .r. •b t ..� � -TO ONO= RIO oFF PPM" MSTAIMML • A•PM ifpm m 1 14f YA%. 1/4' MTRW* AN0 WS t 1/Z' Bab kmmmu. im vqm se '. i i/4• .UI,iR xm 1 1/2° OL EBBmmw aka! Std ` �FOJt �+ama r tNRa ,ar vaooa suit � M A IIIG . fi ma �R V. �q AM Op R 1� 3. OF AM* REPFI� rs coa r Buittt A b a. IddD app ,iaa 1� ama vw. y IO r fl9dE0Na Atro. 0F9�11 P iE g1ARIS.�t B11Eg13 Fa+ . TI1JO §ai 1.. I TYPE L Mm I1. I. 1/r aw ndtmm !Q[ltL. 1ta 11 • F 1,, Z, 3 4, -6 AAID 6 OF a) ' TYrBdU Pdt NFiYf 1119 9pJ. ,. 1 I bF ldllf 94MO AM NAM Qt 9dli iD VAVA110W AM a :• I OWS a N t' l f I trek FOR JAMM MW A19 M.L L— J. •� ' ° °�. ATraoiTTOTa+ao� 1 taut 'Bara►Sttan' s1eM TOM OR 1)tY N BY NAM 1/4' 9A TFW M bUM E ATA MO91 TO RRtt t0 " V4Ilgt ANd{�1 SUS An Nla3�R TO TitE $1RULRLBiE 91AL1 Eig 1109 ft R&M TO tT•E1bUM Me A 'BY BUpAa10 L K �. '11�AL FY3 �JAIwS. HffAD� ffiL 'fb 11 Q9'fALLAti�l. . r � A.. _�r.�r� a C•••t!� •• � �.•. ♦•,i �: .e�. •`'V I �• 1 ? ». ».. ,f •••I,i e� d. •• d' 't A1' 1'�C�1'1C3A/BTATr•9'1R�fL"�'(]� � '' '' '' •' • e i N • . •'• $ (91EEb OR AtIB 1%a' 11mL TFgl,9a 2 1/2° 1ffiPl. T1Pa1lU• ANCHM aTtO ! TNg" oR. N�Ta1N- 2 1/� kRN TtT+ ARd�RB IIAARdpI%� aeq 1/d t0.TRA0Wt 1 t/r' B@b Eti8H01LTNT n 8TAC==A i$QR A ROU TO ARa 1143" F UL ONLY DOW 'P11$'g1ARiB ON .. OR tYPILSM a&1 OI1Y� iTffi�fif 1i7l�It$Y� ATFATT110FB - IfJCI`a81/Affi as d�B e.F)a19 1 ORA M tia DATkMWW PW08 -Q1 TYPWAL SEc7wm 3►- +R —iz. s . . smzoFB MIME; Rin-100'.10, 1 Fig.., r 404 lwd Ar . !-- aL44'4, as ammm tw/i m7 tom% 8 i39H8 "8 in aftm ms us mom, mmvn.Ow $ . Alth= AM"M SM Na .t x .s B 4 s199 "=AM= MIME; Rin-100'.10, 1 Fig.., r 404 lwd Ar . !-- aL44'4, as ammm tw/i m7 - l'7iQQ4f1-y� ... .. .... ... .. ... .. _ _.. .. _ _ .. . ... .... .. .. 8 i39H8 "8 in aftm ms us mom, mmvn.Ow $ . Alth= AM"M SM Na .t x .s B 4 s199 "=AM= R 91-&909 01 GNMM M 9 si- ewer ov Inn '010ai - eot -fil5 4 vra aaorpsaa yva ffwstd. - l'7iQQ4f1-y� ... .. .... ... .. ... .. _ _.. .. _ _ .. . ... .... .. .. A"AIR3 -RDA RD A ` - Snnsl>in 1 I OAD$ COU M' PRONXTCONTROL Sl£MQN OF P-R1tM17'M;%. IM' RONN ", A' ND REG11t,AT0EY 1180S 11w 2613tret Room 2Q8 } ' Miami. PWda 33175 =2474 CODE AD ff"TION.D1NOON T(186) 3152590 F {786) 3134599 01FACC. t PTANd MOAN ,a�:mig�t;tnae i�aw,�ra Inc. 33yd place .- • 'li#s.N(3A .1a.being issued. der the• applicablo rales and regelstion.g6veming the use of construction materials, The documentation snbtnifted: has been revxwed and w- epted by. Miami- -Dade County PERA - produen I;otttrofi Secdgn . to, -be psed. in Miaml: Dade: COu>tkty and otlker.araati where allowed by the Authority ##axing Jurisdiction (AIiJ�... - - - •, ; Ws NOA -shall itotbe. valid after.the vViratlon date stated bolgw. Tho Niami -Dade County Product Control' :Section .('110 Miami. lade County) m Wor the AIU (in area :otber Than Miami Dade County} reserve the right to -have this. product or akatetial testeid for -quality, assuft oe pk e�. If ta'kis product or material Ad to• pmorat' nn ►e' epted manor, the mamfadtuter will b.icui *0!expeks of :sued tesdmg =4 the AYLi may :imntexlda* revoke, modify, Or .suspend the use of such =pr ,duet or material wife' their jurisdiction. PERA reft"p i :the fright eta revoke this - acceptenee - If It is deae tmd bye Miarr�i-t.�gde Couufy Pmdud Control' Sextipn that a prodimt or nweerial tells to .meet the requirements of tile: applicable building -code. Whig product is.ap zoved as tCe criberl tae�'ein; and .lu been dasigpied to compl)r wig i3�e Ploric $lidding Code . including the Vel !ng High oc>tty Ourricsfte 7..one:. D. ZSC tP lopo'. Swow 4 qft!.* { tutnfi d Ai►in&W T lam, i PP tIfVAL I)OCUIV WNT .Ilmwing TTp. P@VO&-01; tided "Series 4302 Aluminum fixed. Window. impact Resistant Lila '', slie s..l through:$ of8; dated 0 $/1.8/08, vvh iev'tsion:#! 4ated 0310&/12,. prepared by ' facturex; si ed aad.�lod F�rnticisco:H gn by =aOe 4 PIL, bealing the Miami —Dade County Product" Control Revisionstamp with the ivotice of Aoreptance number,and expirirtion date by the MigmiD4& County Ptoditd Cogtrot`soetion.. I;iSYX s' IM ' G°f RA 'ING►s.Large anid SaWILl -InUe Impact Resistant LAB.. M. G: Bach. unit shall beat ei pe rmanent label with the manu- *turefs narries'or logo, city, state; mode llseri , and following statement "Miami -Dade County Product Control Approved", unless otlteiwise ito%d -herein... ..` WAL of bi#.NOA shall .I*-c6nsiderred after a.renewal applicption has Been filed and there, has been no cbaW iWth '.applicable building code- negatively aaf oting ftVwfeirsnasamDfthis product. AITON of" MOA will oCCar after the ehcpi�ation date or if there has besen a revision. or change inftm%W4kpsc6at!dforitg r ufackodftikepmductor,pwAmMimn&ofthis-NOA=atkendomment- aiWpmdyjc%'ft sakes, aiciveittisinRo; airy citlierpu fall au�'tomat cidly;wmk to this NOA: Failure. to comply :witt any section: of thit NOA shall° be cause for tMainataion and removal of NOA, AI)VWISEAftW. :. The : NOA..number ptepe did :by. the. words .Miami -Dade Cowtty; `Florida;.:aeid followed till tike expiration date• may be displayed .in *Wertisiag lh aati if any po . n. of the NOA is . displal; a1►aln. it shall be doh in its enemy; IN13>l"E4`ION A vopy of Cilia entire NOA shell lie provided to the: user by take matttfiuw or its 4istnlbut6rs and sh ll be available for .iaspcW'!Dn at the: jolt site at the request of tt3e Building Qf ticinl. This'NOA taevism NOA# 10;-02 consists 4of.dtie page I and vOidence. pages E-1 ,and T-2, as well as, approval; document u=tioitiad Above. : The submitted doeumentatim was reviewed by:l ued:Pe.pa4 P;, 9. , an Daie�, N SOeA No. 1 ?ail 4Q12 la6e=, 2 �pto _ P - Aare: MaY Ap rated- �4i.201Z . .. :��i��12: � . Page a • . SHOP DRAWING REVIEW 13 APPROVED WITH NO EXCEPTIONS APPROVED AS NOTED 17 REVISE AND RESUBMIT 0 REJECTED FOR NON - COMPLIANCE 0 REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS THIS APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, FOR ERRORS AND OMISSIONS IN THE SHOP DRAWINGS OR, FOR DELAYS OF ANY SORT IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE:. FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRUCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC BY: DATE.: gffp 7—oQ.G6fA�ti^ci , A:: BRA GS 1, Mmfa turer's.dic drawings and sections: 2.. Drawing No PWIF 41, titled ".Series 4302. Alutninum Fixed Window Impact Resistant Glass ", shy 1 through 8 of $, date148/1.08, with revision 01 doted 03/06112, Prepared by manufactwV, signed and sealed by Froncisao Hernandez, P.E. B.� TESxS . 1. Test reports on 1) Air Infiltn ion Teit, per FBC, TAS 202-94 .2) Uniform Static Air Pressum Test, Loading per FBC T* AS 202-94 :3) Water Resistance Test,. per FBC,.TAS 202-94 4) Large Missile BMW Test per AC,. TAS 201-4 5) Cyclic !find Pressure loading per FSC,. TAS 203 -94 along with m ed-up drawingsand installalion.diaggram of aluminum arch, eyebrow and rectangular fixed. Windows; prepared * 13enestration. Testing Laboratory, Inc., _ Test Report No, FTL -3388, dated 08/14142, aignod. and pled by Joseph Chan, P.E. fSabafteoi under pruvlouw NOA# 63- 014:ti7j c.; CAI,CVI AT ONS 1. Anchor verification calculations and straqUoul analysis complying with F$C -2007, pnparel by Sumbine Windows 1 ntt£aciuring, Inc., dated 12117/10, signed and sealed. by Frahcisco Fernandez,. P.E. (S+nbmWd under prokus NOA # 10- 1221.01) 2.. Glazing complies with ASTM E 1300'04 QUALrrYASSURANCS 1. Miami -Dade 1D ofPermitting; $nviroament, and IiVpktary Affairs (PERA) R.. MAUJUAL CERTINCA►TIONS 1. Notice of Accepteoce No. 11- 0325.05 issued to Soiutia, Inc, for their "Saflea no. Vanes dear #Md telor intorlayeW' dated 0510511 1, expiring on OS/21/16. Product Control NOAR9.12-031-4.11 i Expiration Daft S emiter 11, 2013 1 Approval Dates: May 24, 2012 Su�gsi�ipe �!�'anti�s Mana�►�tatting. iUac. •$vMUNCI R..' S'TATFUENTS L. Stateamei�t letter of c060MMce, complying with FBC -2010, and of no fin�cial interest, dded.,M4wh 09, 2012, signed and sealed. by Fmcisco 14=w kv, F.E. . 2. L4borao ry compliance °letter for:Test , epartNo: -3388, issued by Fdor� Testing Laboratory, Inc., dated 09 /05/02, .signed and seated.by Joseph Chan, p l , (Sab Yed w derinreWo&wNOA#t 034314.I1.7) . OTHERS 1. Notice- of Acceptance No. 101221,01, iced to Sunadve Windows manufacturing, Inc. for their Series "4302" Aluminum Fitted Window - T.M.I., approved on 02/24/11 and exp on 09/11/13. • . 11+Ianael P .�: ProaactOostral NOA N& 12 314.11 Expiration Datm September Al. 201 p Approval Dates May .24, 20U n ■m KIMONO 1 �.: 11 ! I$Wd . - E EMUZ f , r: M.P11.11138a � � ,M ,A. h i7 d• q 'M ;bf; i0..? q 'M: tY!• O @f. � h 't7 �tq .+t /�. Nf a: h M. pi. of �iD 'V 'tl!' .q F9 ^; .x. e' m. es .� d/ .lo .aP• •eb. m n 'n` n 'P n .m to �o. ml ;�Q. pi M e V •a a a a ' OS ul � O �N Of � r. �� ,�C{. wit N �m7pC' ^ �� Xp � •_% Dk t:'g' � X .A -yX� s � 1Xn� , ; -a �� !p� O � V: u qx 7' a M, ;N W n.:. qX .O. w fit/. � qX W Iq X � �l 7!, � N mX' V �� x !7 X. � X. � � �Xp• M!• _ ,Xp N W X � d 1� e'x X, n law, �14 caR1 h a X -�Cp P-1 lky �. Iwo: �.. 14 1 -d' � d' AL ��1 1-1 F+ ��vre�man' nmm .as�nnmoeMmmv�io,re�esimmvvi I* to w ft ft :fn It 1% lo i7i t. -'3 0 ft YIF W .R x X, . x xxxxxxxx Alga A - A-num a [a., A a ��1 1-1 a � _ �� ' SS�'ifl 3�.LStS�,L�Vd�i ... - �• o ` � . • ��.. .. fl'� Zit+ 535 • � oiaa � • a� � .� � . � ; . SEE 1p � t 41 a € . e � •{may 00 INC 1.19 RM21 -ale -2 glil 1; 1 lllll� .4 1111 02 9 818 e r n ►t r► .n v M M 'iq' r►' '.►' eo. ,ri .m m v a H-1 .r a n. fit',•• T •- •• 1.4 .• � W 01 Ip '�: n n ^ -m l! o,mea '.dDR.Rin.n n slm�cmm.t0bm�.b V gvyrJmmmio % IB N � Q � . M, M .� �� .Y � n �� ! � �.�,. q �• r N i- ��' M� � � . Mm �F )( •�t� qX 9qt; pX X �pX. ;.I 1rX�� pX� yX� pX� X X, .'i��t� X� �Xp �xp •mX �t Wxl; . Ci n X X X � | < ` < | '--- TYPICAL X&AM I.- THIS MM= MMM Iff MMMM—OM OF THE 201� FM OF FOR PZH'U?4r SIN mm 16 on" S.- CONCREIE � | < ` < | '--- FOR .WRH WON Owm � | < ` < | coo NPNNN t _ QUAM RCRE BIBVA DIMM PRF3SP8 »A9 Wp.gQp rz �.A QUARTS ROLA�iD : F[H �S�lIS� . AL V_ Ttf T c NZvA7MN a DRUCIN P'RBA$t1R84 �==Po a- 9Q�PSF N4��L'F1Y84:- 9Q.ODPffi+ 1._. 1HIS PRODIM:T MP T1{E J1g OF THE 2010 Fes. 2 stNt7TETis ARE NOT REOULRl�. .0 :. 4— R . ANCN018 FOR EACH UW Sn REFER TO CW 4; FORA AL}S1 NT Ok NW VM 1 BY u t 4" DIAM. 1 1 4 .MLN 66 Y • � A tOR 1�4a �AM� F AT`�f IMTO METAL LN 1/4' DIAK 8 *=I IIETAL'sW. M$ MITM 1 m9E ,G1STp= 6.- CONCft 60tWM f *-3,2W per MR.. tom, PM MIM m. FILLEQ CM fm-200 pd. MDL mm V99 NOM Oiu Mkt METAL,1d.0 OkblR 3 101 MbL AS REQUWa. 011 NOSE T ICAM SHALL at "SdtlTM M YELLAW P1N6' O+ 088 di GREATER DENSRY•. 8 -THE T1gCkNE8S OF TTltF�EE STEEL/ALuMmm HOST ¢IRuC1 m S1ou @E NO LESS THAN 11,11 ALU6QiMl�fAQ' �SgHA[Z im Sal)- TB:.STESL SHALL BE Fy g 38 Xg MM. �- O1A7.Oi0 9hSTEtiIA LQW11' T6 ,7 s MID APPS BY B1kLDno OFFICIAL fLRMM TO Q1ll W �p 'Al ffiTAR,SS CDBRN>� A1L #2 t0. t41r g��,SIR IN AAa OF M O f� 41 ll J. OLM PRO17tIG'1 B 034' 01EMU LAMINATED GLASS W" M UM OF 1/8° HEAT °t owft $T NOTNENEO .GLASS MM A QAM SAPLESS w ►NTmam fum BY' munA. � PW08 ^Q3, UM F"' CORNER M NS 1 fLf 1/8' pUV WEIa MMTIN 1 1 .4' MD1aMUN iENWO FI �j / M! tMITH_ ER4043 EglER. A1J,GY. bt3 3 SHIT 5 OF a �8 A ICA ->. at �,�.. P Lot ` HT. 0 N t. to p • . ATfAtT 19D blUl].�ODTDBTAII. wgeR OR 1 �1tA'RB. �t MUST' BE PAOtEW AMCM TO.. ([•li t/a TFHtg1611 te¢ig 7Raa�®t au>aeo 8iB1�a Lame Q; MMMM BPAM AND NUtMM TO TIO 8 RUMUK SML Be 4W7 ANCHOR RIFER TO BIJsWTlONB AND APPROM IN OULOM £ a{I s ON $ME m PRIOR it loot �►. TWW& FOR AMM WD B ELL • 1' • J.. : »t;�,:i: «ti �;•, �. •tat SM lwAM '� '•+8' • ; ••a ATC,RQ�1lf!!H`F1n1N8TAF.8lR • , ' � .,• • • . s . d • .. y • .:+ '!? OR AllAB" t/B' M9d . TM ) 2 1 J2° mn Oyu, mma r ° I• /P AAMWON 1 i%2' m" 'EMBBQttm Dint [f Y THOM.m lay wm am at.Nai C�OROW . tEA�L ANCHdR SPAt1N0 -Am mamm a t /Z° Ud 1 M t 11 9/1' MBV B1Il OUdDiT A 10� lwoml TO UMt= AND (�pR art WAM ON SHEKT8 OP / 10 MMUMM � 1. Z. J� 4. 0 qND a ai oESrmv� •a84Ris at std lvploat Fat sal aFaY. 1.2.'2.♦.ti.AND8OF6� TYP14At FmE 881 CfO.Y. A1TA1101fAiR.]f (� ATrACMMW711P*&CA81'.W1J. lRODIKI' . 1zP P "O . f . .. � stems z or •e • � •, tBY .tt�0 BUaL BY. 01Hf�,: _ . _. ttUST � PROP�O.Y ATTi�[q TO 1 4'` t SFWE • � BYS16Y LOADS flx l� PRtOR '10 r 1/.: IRAN t 1 /r WL' amebwa -•BtTO NASOIW Imm tat wm BUCK y dl�; 1 BXEC►8 .-If p . � iDEBt81d 11RkN FOR NFAO AN6 RIL � s.p . 1 ATfAtT 19D blUl].�ODTDBTAII. wgeR OR 1 �1tA'RB. �t MUST' BE PAOtEW AMCM TO.. ([•li t/a TFHtg1611 te¢ig 7Raa�®t au>aeo 8iB1�a Lame Q; MMMM BPAM AND NUtMM TO TIO 8 RUMUK SML Be 4W7 ANCHOR RIFER TO BIJsWTlONB AND APPROM IN OULOM £ a{I s ON $ME m PRIOR it loot �►. TWW& FOR AMM WD B ELL • 1' • J.. : »t;�,:i: «ti �;•, �. •tat SM lwAM '� '•+8' • ; ••a ATC,RQ�1lf!!H`F1n1N8TAF.8lR • , ' � .,• • • . s . d • .. y • .:+ '!? OR AllAB" t/B' M9d . TM ) 2 1 J2° mn Oyu, mma r ° I• /P AAMWON 1 i%2' m" 'EMBBQttm Dint [f Y THOM.m lay wm am at.Nai C�OROW . tEA�L ANCHdR SPAt1N0 -Am mamm a t /Z° Ud 1 M t 11 9/1' MBV B1Il OUdDiT A 10� lwoml TO UMt= AND (�pR art WAM ON SHEKT8 OP / 10 MMUMM � 1. Z. J� 4. 0 qND a ai oESrmv� •a84Ris at std lvploat Fat sal aFaY. 1.2.'2.♦.ti.AND8OF6� TYP14At FmE 881 CfO.Y. A1TA1101fAiR.]f (� ATrACMMW711P*&CA81'.W1J. lRODIKI' . 1zP P "O . f . .. � stems z or •e PfBiV!$. PAIT jll) D�1T MAURM!. �Y -t01 ft6AD. S" AlO &A 80&7 -T8 a F4 MOM � BQN�TB Ate. Od MATO M . 4 / @° x T•° -P" &us A' .Y 590• l SgA(j AT STR MAVO oM WIRT. 8 li �- I � BRRLB1t .oB 86�11Ut o l . l- MAW • mar pe: , � • PART �w+4ot . 'D iMLIMING, MUMMADE CbUN'TY PRODUCT CO1Wt' OL �SwnON :ENVIRONii!IENT,.AND •EtWM ATORY t 1805 SW Z6 '51tt. Room 208 A I AM (P=A) . MlAML Flodde 33 US-2414 ' 11 OARD. ANDCODE ADMINISTRATION DIVISION T (780 315 -2590 F (786) 315.2549 NOTICK OF ` ACCEPTWX PLOA ) �. Sunshine Windows 'M Zinc: 174$ W. 33`d Pis" Hialeah; M 33012 Scorn: We NOA is being ill under the applicable rules and regulations governing the use of construction materihts. The docMepUtion sabrnitted has been reviewed and aacepted by Miami -!Jade County PERA - Product Controk Section to be used in Miami Dade County and other -arm's where allowed by the Authority Having Jurisdiction (AHJ). `1`his NOA shall not be valid after the expiration date*stated below.'T-hc.Miw&DA& County Product Control Section on Miami Dade County) andloi the AM (in areas other than Miami Dade County) reserve the right to. have this .product or material. tested far Duality asswa� purposes. If this product or material fails to Purposes- perform in the a�pfed manner, the manufacturer will incur the expense of such testing and the AHJ may itamediateiy revoke, roodify, or: suspemd the use -of such product or material -within their jurisdiction. PERA reserves the right to ;revoke. this .acceptance, if it is determined �by .Miami - -Dade Coumy Product Control Section that this product or material fails to meet the requirements of the applicable building code. 'Phis product is approved as: described herein, and has been signed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRi1 x4Nise �( �' �4ln�taum APPROVAL D f�TTi Drowsing No. CS03 =91 titles "3�ies 2x09 Uut- Swinging Aluminum Casement Window - .Impact Resistant Mass „, sheets .1 through 6 of 6, dated 12/03/08, with revision #1 dated 03106192, prepared by manufacturer, signed and sealed try Frnnoisco Hernandez, P.E., bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miw&Dade County Product Control Section., . MW X, bRACir PATMG: ;Lorna and Small musue Impact Ralmant LABELING: Each unit shall bear a permanent label with the manufa "s name or logo, city, stabs, model /series,.and following statetnent:"Miami -Dade County Product Control Approved”, unless otherwise noted.hacin. RENEWAL of this NOA shall be considered after a renewal. applioiout has been filed and there has bet no change in the applicable building code negatively affecting the performance of this product. TWOMA►TION of this NOA wi 11. occur afinr the, expiration date or if them has bar a envision or change in the materials. use, and/or manufacture of the product or process._ Misuse of thb NOA as an endorsement of any product, for sales; .advertising or any other purposes shall automatically W mipate this NOA. Failure to comply with any section of this NOA shall be cause for tmWnatioa and removal of NOA. ADVERTISMINTr The NOA number. preceded by the words Miawl -Dade County, Florida. and followed by the expiration date mey be displayed in advertising literature. If any .portion of the NOA is' displayed,: then it shall be done in its endrety. INSPECTION: A copy of this -.entire.NOA shall be provided to the user by the manufacturer or its distributors and droll be available for inspection at the job site at the requet of the Building-Official. This NOA mvbw NOAO.10- 0$07.01 and consists of this page I and evidence :pages E -1 and 5.2, as well as approval document nt mentioned above. The submitted, documentation . was reviewed by Manuel Perez, P.E. NOA No. 12-0314,32 Exptraitoo Date: June 17,201# V TM[le dpprovgtbate: May 29, 2412 Pap t . S H 0 P DRAM N G RE E ❑ PPROVED WITH NO EXCEPTIONS APPROVED AS NOTED ❑ REVISE AND RESUBMIT El REJECTED FOR NON - COMPLIANCE ❑ REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENT'S THIS APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROf',T RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, FOR Fti! ?OPS AND OM'SSIONS IN THE SHOP DRAWINGS OR, FOR DL i _gYS OF ANY SORT IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE. FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRIJCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC BY: _ A- IL _ I jwr Q�� { :��h1ri�IP Iyi�lil�C'S ��Iea filetmtrir� �.Tn� _ . NoTtC1 OF AcC1rA�vc.�'yL4' s ufac die _ .. .. � .. - and sections. t W$ -�1, tit1W %fes 2QM C1ut SWD& g Aluminum : Casement Mindow- Impact $L"jjtars# lass teetie l t 6 �e£6 etl 1 03/08 c 2. with, r�eyisibn 038b/12, =pr$gaa�d .by maauf�tt�ter, sited and s�Ied by �rancisco Hemandez, P.E. TE S'TS Iesi ris. on:: l) Air tnlil�i'a�ticn T'�t; p� 1FW T Z02 -94 2)- Uniifbrm tic Air Presu s :Test FBC TAS 202 -94 . 3) V�ir assistance Test, per p$C `fAS_202 94 4} I, e:Missile lmpaot Tosstror FBCy TES' 201 -94 ! : S) Cyclic quid Psu� loadimg pex ABC, TAS 2094 6} IV or* Entry Test,. per'�C 24.11:3.2.1', TAS 202-94 along witli m*ked up. drawings and installat o diagram of-an outswing aluminum casenie�rt .yvi do ,glazed with VII' overall ID'S lamin +cl glass, Prepared by Fegestratio a. Teesting. I orsito*yke. Test Report_No.-TMS%e, dated 09/04/08, signed . and'sealed by .Carlos S. Rionda, P.E. 1'st�d unater:lo.4 # d &12.1 ®J C.. CAI.CUA�TIONS 1, Anchor verification calculations, Mmet -ural and comparative an*sis-, complying vAth . l~'BC -2004, dated 12/08 /0$ aW 05/07/09, pVar4 signed and soled by Fftnciseo H, P.: (S'ubw*od under>pr vio s NPA #..1"407.OI) 2: 01 ,aging com, lies with ASTM E1300.44 I3: QUALITY ASSUPANC 1. ` Nlia�ni -lam Dopatiment. of 1'+srnauitting;.'> nvimnmeM and -RogWft Affairs (PFR,A) B:J . MATIMIAL► C1 .TIJhCA'TI1DM " 1. 'Notice. of Accep 149-11-46 24.01 issued to W. DOont DeNemoi� & Co., Inc. for their'4%Upout Butaeiae@ M .InWayera' dated0/08/11, exp=o on 12/11/16.. f move Product control ' t 14.12 :Expir ldwi Data: June 17, 20.14 ` : Approval Date: 'May 24, 2012 $ dnwB MADUaCtg1'ip G , ri4TICOP' ACPTt�if`T.xc SUBMITTED F. i. Statement sett r�fconfor9=ce,. cpmplyi0g vi ft PBC =2010, and ofno..fingacial interest; dated March 09;. 2012,. sighed and sWed by Francisco Hemandez, PY, Labox ry c-Ompliaa - _ letter -for TOO Report No, F M-SM, issued by. Fenesirafion. Testing Laboratory,'Inc., dated 01.2/,09, signed and staled by Ii+ dmel 'Wenzel, P.E. (Smbm~4nder. AfiQA # 0&1,2 • G� �THEItS I. Notice of. Acceptance Now.. 10 Q7.0 : issued to Sunshine Windows Manufachiring, Inc. for their Series 2009 Out.. swi A U iinum Casement Window — L.M.I., approved on 05/19/1.0 004 e*Ving on (6/17114. . Ma�aei P P �. Pil ardad. Cbdtrol wrr NOA No. 1! 1432 dxplmdoa Date: Joe 17,2U4 ApprovA Date: M"24,2012 H-2 i m Val jail 1 9 ki PIS Via Nix I f I 1p a I Ail F4 ri Jm 4 . lk Val jail 1 9 ki PIS Via Nix I f Ildilli PJIV:. �W F�, O AM" Jx M,sva Nabm"Tv ONMNIALS-inOOK sm ms 4. gg :.t I r� �� ... �.. i/4' 9flD f TF14 t•'' Bt 81kdf (M NAAI m OF AIvum N w wx. mP'A m 11ETitl *mxRK4L Umm Aw -mm TO bsm pampm fk61RT (WAS. WWA" AWM .BAR Fatal Arid ON SHW f W A) 1/4' MAX HY Wddd d= By t 4 lAA7( t J4� . 7r¢ aa=RWWRE� T9 LOAPS TO &R MAUM OF MOH6 m An'1dIJ6 W' �. m rrww MAN �• IYbpQ t Btt OTtlilN 1 � j. a 14- iVJL W �.W Ttp L 6LNBm iii mu arx;g PAID W MKOM RWAUAW1 Ah- GLAZING 0ETAI L ■E° w CSW -o, � o♦ I i I . f I a t • f W; 2 1/2° 1liM.... ? fir M& O 6 wing i i %s° OL patm 0" N18t80't OP ANWM AND AWL SPACM NSiFR W 065iDN 1 ClNWT • ANO �AT(ON � T 1 OF e� ATTACOMMTo PW ,,AMML WOW -BUMM Dr Ord= MW BE WAO Ac * A ONOdED LM TO PMR 76161M DWAUAM° oft , I t /z* UN. a 1/2' WL 1 / <• WRWX MR 1 1A MR, VI. aftT erro NA 11t tN 1 t° Br wm 2= • � N�1 :fit NON 647AtLIO c�iavr (MR WX AND= tPAC= AND NUD M or AlHAI m Mimi To -ow 1 or O). TYPICAL SELT�[ONS AT SILL W; 2 1/2° 1liM.... ? fir M& O 6 wing i i %s° OL patm 0" N18t80't OP ANWM AND AWL SPACM NSiFR W 065iDN 1 ClNWT • ANO �AT(ON � T 1 OF e� ATTACOMMTo PW ,,AMML WOW -BUMM Dr Ord= MW BE WAO Ac * A ONOdED LM TO PMR 76161M DWAUAM° oft , NUNUDADE COUNn DEPARTM i'1' ©F P> IIT 'INO, IiNV1 D , MODWr COt! UOL $EC 0 �, AND RF.Gt7i�ATOet'Y t 18o5:SW 26 Sbtc% RAM tog � ) "OIL 140rtda33175 -2414 BOARD ANIy Dg ADMINISTRATION DMIS4ION T (780 315.2540 F (180 3134599 NOTICZ `ACCEffANCE QPA:) sumbinte whndm 11la1n*eturin8, Ile. 1745 W. 33`&rlaee 8iialeah; EI,33012 . stop's: This NOA is being issued under the .applicable rules and regulations governing the um of Construction materihls. The documentation submitted has been reviewed $nd adcapted •?y .Miami: Dada .Cowtty PERA - Product Control Section to be used in Mimi Dade County and other susses where allowed by the Authority Haring Jurisdiction (. Thin NOA shall not be valid after the expiration date stated below.: The. Miami-Dada County Product Control Section an Miami .Dade County) atWoi the AHJ (in areas other than Miami Dade- County) reserve'the right to. have this .product or materiel aguj asre pl , es If this product or material fails to Perform in the accepted manner, the manufacturer will incur the exjsense of such testing and the AHJ may Immediately ravoko modify, or suspend the use .of such produot or mraterial: within their jurisdiction. PERA reserves the right to :revoke this .acceptance, if it is determined by .Miami -Dade County Product Control Section that this product or mater-i#tl fails to meet the requirements of the applicable building code. This product is approved wdescribod herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hturicane Zone. DESCREM0 f:Serrtes.. - Outawing Aluminum Casement wiitaov =-LF" APPROVAL DOCUMENT: Drawing No. G`si39 -91, titlui "aeries 2409 Out-Swinging Aluminum g . Casement V1�indow -.Impact Resi�a�nt Class ", sbeets .1 through 6 of 6, dated 12/03108, with revision #1 dated 03/0611.2, prepared by manufacturer, signed and sealed by .Francis Hernandez, P.E., bearing the Miami. Dade County Product Control Revision stamp with the Notice ofAceeptance number and expiration date by the Miami -Dade County Product Control Section.- N(MUX IMPACT jtAT&G: ImV •and $mall M101118. Impact Resistant LABELING: Each unit shall ear a permanent label with the manufacturees name or logo, city, state, mo iel/serio%.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.i -filed and. there has. been no change in the applicable building code negatively affecting the performance of this product. ATIOP[ of this NOA will oc ur after tile: expiration date .:or. if them has .been a revision or :change -in the materials, use, and/or manufacture of ft product or process, Misuse of this NOA as an endomennent of arty product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to amply With any section of this NOA shall be cause for termination and removal of NOA. WRTIS NTt The NOA number. preceded by the words Miam .Dade County, Florid; and followed by the expiration date may be displayed in adveerdit 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 manufactu eer or its distributop and shall be available for . J rcquest of the Building Official. Ir�t: at the 'ob site at than. This NOA revises. NOA0 :10- 6407.41 and consists of-this page 1 and evidence :pages B-1 and BE- as Well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. C 0 i NOA No. 12431412 Expiratlon Daf .June 17, 2014 %i+ ►2' Approval Date: May 24, 20X2 X11 . EH0P DWA -W-1 1G RE 11EW ❑ APPROVED WITH NO EXCEPTIONS APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED FOR NON - COMPLIANCE ❑ REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN ry IN THE CONTRACT DOCUMENTS THIS APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, FOR ERRORS AND OMISSIONS IN THE SHOP DRAWINGS OR, FOR DELAYS OF ANY SORT IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE: FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRUCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC BY. - /AIL DATE: �Ffl�zD vm1�`( 7v PkRG0(gjAbi A.. 11 'i�iGSt 1� ]1ilsnufactyre45 &e drawings and sections, . Z.: Drawing.N ,.;0.09-41 , litled` ". Series. 2009. Glut- S*aging Ahuninum :Casement v-mCIQ r- impactResistanrGIW Aeft,l ftough,6 o €:6, died 12/.03/08, with. ,revisiOn #.1' dated.:031Ob/12, . prepared by maaufacturer, signed and sealed by Francisco. Hemandir4 P.E. 1s: TESTS Vest ireports. on: -1)• Ali Tn�iltrration fist, pca �i$C; TAS 201-94 2)- Uniform Static Air Pressure. est, Loading per FBC TAS 2b'L -94 3) Water $tesbtalice Testkper "!C TA:S 202.94 4) IA*` Missile Jmpect Test per' F$Cy T'AS 291-94 I : 3). Cyclic Wind P"m. Loaft per F9C, TAS 203 =94 G} Pcirved EMYTest,.perFBC 24113.2.1, TAS 202 -94 along witli m od-up. t mwings and Wstsllat on diagram of an mftvdng alum' i um casemmqt.wzndow, ,glazed vdth 5116' ouemll HS IsMi d glass, *p=4 by . . Fe�nestratiot�. Testipg. Lattoratorg,-Iac. Test lteportNo. `FT'I�- 5i5GO, dated 09104/O8, tigned . and sealed by .Carlos S. Rionda, P.R. lSubn tied p lliOA # h &J22440j' C.. CA 1`C'IONS i 1, Anchor verificafion calculations, sh -wtuM and c6inpusOve analysis; complying with FEC -2004, •bated 12/08/08 and 0,5/07/09, prVart, sigoed and sealed qty+ Fhmcisco . ' ` (Subled under pr�viu.� Np� #:X�IJ40T:4� - - 2. Glaring complies with AST.M E1300 -04 D..` QUALITY ASSURANCI ...' 1. Miami -Dade I;7ePa rnei�t of l';artrftfi g;.'�avironmpn and Regulatory Affaim - (PERA) MAT "CEItTI�CI41�TS 1. Iotic�e. o Aceeptg 1Vo: 1�+- t162 #.01 issued to L !'ont L1e�1+��gtQUars �i Ca., sec. for ibeir" iiPoQt utsdi PrVB Ininirlayer" dated {19fWI 1, expiring on 12/11/16. i ProdriO Cam trot . r A.:N ". NO4.1 14.12 Expiradon DaitR: Jane 17, 241 { ,Approval Date: May K201-2 f T T a Mull I 0 tit 41.1t 4 is X. I q 9 V. 41k -CW. W Oi ai� tit sum 2009 OUT ALUMBMW CASEhOW WMDOW GLASS 15 1P HOIMONTAL •819CHIONS 0 .0 a IC�tlll .Y! - CS09T01 "r*+ 383 NO 2 OF Y 15 1P HOIMONTAL •819CHIONS 0 .0 a IC�tlll .Y! - CS09T01 "r*+ 383 NO 2 OF O �NNH M "K sz=s do 0 f .1 S t SERM 2004ODTSV.MGMG A TUINUM CASEMOr W WOW "ACT RMSTANT GLM I MM 5 TRUCVJWL $r OiFRA6 ' om 11fR twn ANOHOR WA ! AR!61t1AA '"own aim 1° m 1 11� /pN an N O OF ANO aao " � //C' 811L.1�k- 98t09t �pK !/4• IA.TRAOON 69h! t t /4° MUF. BifO'N!' Tl1't• BY 150 &x.YC OR M= Sam nos METAM Om (F9* OL MOM OAM AND -M MIA IA Qf ANOM RUM TO.8F W t OF B). TYPZ�AL SEC' ONS AT SILL r OWTOrWOOD I - i : y 'd z I/r MIK a 1/27 ems. " w MMf= AND W Ano aavaTeon �' s+�r t av s). d ATTACMMNTIO PIV:CAff M&L. III iWu �.�ro. o ic�iy • na CS09—ot moon wmwhh� M1AM MMU DAPP. COUNtr PRODUCT COMOL t3ECTIOM D OVRWULATORY AND ECON.OWffC &&SOURCES (RERI 11805 SW 26 Streek'Ro= 208 . B.. AND QODE ADh M9MTION DIVISION T• f986)3l$-2M (786} 31 S -2S+}9 �....�.,.�..:., _ -- - -- -- -- , 1745• W., 3r Place Hialeahln 33012 SCOPI: { This. NOA is being issued under. the• applicable rules and regulation governing the use of construction materials. The documentation submitted has been reviewed and accepted by 1. wnia)ade County RER - Product Control $action to be used In Miami. Dade County and other areas where allowed by the Authority Having Jurisdiction (Alm; This NOA." not be valid after the expiration date stated beknv..The h0aml-Dade County Product Control Section. (7n Miami Dade County) and/or the Affi (in areas other that Miami Dade Co") reserve the right W have this product or material tad for quality assurance purposes, it. *is. product or material figs. to pw*M in the accepted =Mm. -the mamAcraw will incur the exMw of such testing and the AM may immediately revoke, modify, or .suspend the use of such product or material !Within their jurisdiction. RIM r eves the right - to revoke this: a ptance, if it Is determined by Miami- -Dade County Product Control S.exulon that this product or material . fails touted the regtOwments.of the applicable building c ode. This prods is. approved as desc ibed herein, and has been designed to comply with. the Florida Building Code, including the M& Ve100y Hurricane zone. DESCRVTION-. Serles "80800 Ataminum W1ndow Wan System . L IVLL ,APPROVAL DOCiJit+.f4''N'T: Mewing No. WOS-", titled "Series 8000 Ab"L 'Window Well Systean (LMIP's ts•I thr000 12 of 12, dated- 11/11101. with revision A dated 00/05/12, .byAl Faro, Catporation, signed Add 4ealed. by Javed:, Ahmad; P -9, bearing the Miac &Dade County Product Control Renewal, stamp with the Notice of :Acceptance number and -expiration date by the Miami -Dade County Pn Control• Sec t[94. MiS&Ul&IMPAC'T RAMGr Large and Small Misstie Ympact mat LAiiiEkM0: Each unit shall (rear :a .permanent label with the mamifactnrefs nwo or logo, city, state; modaUseufes, and_ f "Miami -Dade County Product Control Apptovgxr, unless otheravise noted herein. REN' WAL of thts NOA shall be «und4wW tarter a removal ipplication lad beat MW and there iw been Po, chaV in the applicable bailing code Moatively atTectiag the perfora om of this product. T A-aON of this NOA will occur aflw the expuatiott date or Wth a has been a rervision or change, in the materials, use, and/or marnActure of the product or pis. Nbuse of this KOA as an'endmewat of any product, for sale% •advalisi% -or any other .purposes shall: automaticPaUy %minate #his NO& More - to.00anply tivith :any section of this NOA shall be eaasaaforternoinadw and removal cfNOA. A► 3V11tTISIv1UICiVT:.The NOK number preceded bar the words i-Dade •County, Florida, and followed by the expiration. date way, be. displayed in advertising literature. If any portion of the HOA is displayed; then it shalt be done in its entirety. INSPEC 01% A c c of this entire NQA shall be provided to the user by the manufacturer or its disdfiiutom and.d all be avallable for. inspection at the fob site at the regp� of the Building Official. This NOA renews NOU 12- 8314.08 sand vonisists of this page 1 and evidenod Pages E-1 and E-2, as well as approval doeument mentioned above,. 71W submitted documeutation reviewed by Mauvei pew, rx � t NOA No. LU11224 Itsplration Date t Apr1103, 2018 ' Apprwalbate: April 25, 2013 !�$ rage I UKA1/1i'INU REVIEW r ❑ APPROVED WITH NO EXCEPTIONS APPROVED AS NOTED ❑. REVISE AND RESUBMIT ❑ REJECTED FOR NON- COMPLIANCE ❑ REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN :�ONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN a N THE CONTRACT DOCUMENTS THIS APPROVAL SHALL NOT RELIEVE THE :ONTRACTOR FROM RESPONSIBILITY FOR i )EVIATIONS FROM THE CONTRACT )OCUMENTS, FOR ERRORS AND OMISSIONS N THE SHOP DRAWINGS OR, FOR DELAYS OF ' \NY SORT IN THE WORK. THE CONTRACTOR j S RESPONSIBLE FOR DIMENSIONS TO BE :ONFIRMED AND CORRELATED AT THE SITE: 'OR INFORMATION THAT PERTAINS SOLELY O THE FABRICATION PROCESS OR TO THE, 4EANS, METHODS, TECHNIQUES, SITE AFETY, PROCEDURES OF CONSTRUCTION: ,ND THE COORDINATION OF THE WORK OF LL TRADES. %R ARCHITECTURE, LLC Y. sorff,Gp vim[ f_f(' R_Q ?o PiC�tGGF�}g� , . 4 r 1"8iAliII 1114M Mmmh_eWdm Inc. A. DRAVMGS 1: 161anuhm er"s.die drawings mid sectiolm 2. Drawing No W08-99, titled "Series 8,000 A ium -, Wmdow Wail System (L:I1 JL) ", sheets 1 through. 12 of 12, dated :11/11/08,. *ith revision A dated 03/05/1% 1 �Y Al Fawoq Coxporation, signed and sesled.byl" Abmad, PE. ' (SuGm6ftd under preplan X0A No. 12- 014.48} B: TIMS 1. Test reports on: i).Ak bfiitration Test,.Per FBC, TAS 202 -94 2) Undorm Static Air Prmure Test, Loadingper FBC TAS 202 -94 3) Water Resistance Test,-per.F'BC, TAB 202 -94: 4):Drop Load Test, pet CFCS 16 CPR 1201(Cat 11). 5) Large hGo dle Tmpad Test per FBC, TA.S 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS.203 94 along with marked -up digs and installation-diagan of an aluminum wim&w wall system, prepaned by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4447, dated 12/19107, signed and sealed by Mebatt IL Veml„ PR (Sulym W anderNOMM1114.16) C. CALCULATIONS 1. Anchor verification calculations and wucturel analysts, lying wit FBC -2004 and FBC?. 007, defied 09 /02/08,.prepaW by Al -Farooq Corporation, signed and seled . by Humayoun Farooy, PX, (Subm&e4 iotderpret►ioirsNOANO- 0413.10) 2. 016zing oon4 os with A$T14i E134Q -04 D. QU'AL)ETY MSURANCE ' 1,: Miami -Dade iieeW of Regulatory and icsmomic urcea (iLER) E. CERTMCATIONS L Notice of Acceptance No. 11-0624.02 issued to R.I.•DuPopt DeNemours $k. Co., Inc. . . for their "DuPont SentryGInS lnterrlayee' dated 0M. 11, expiring on 01/.14/17. 2. Notice of Amp ance.No. 11- 0624.01 issued to E.I. DuPont DeNemonrs tic Co., Doc. for their "DuPont SubdW M Interlayor" dated 091OV11, expiring on 12!11/16. '7aler lu, ' pmd�ict�a .. P.E. N0A t 12X0s Uperatim Date; Apr8 03, 1018 Approved Date: A011.25, 2013 E -1 Fit I vi eF CHRO . 411--1 $1 all air tz . d iy ±�S l61ii.i 8►a''sfU 11 it e E�9��E��000OO��D�Y�00�0000��00��0000�00�0��0�0 • �c�EEEOC � �D��D��C�E9GE�E�ED�EE��EEEBE900�aE E�9��E��000OO��D�Y�00�0000��00��0000�00�0��0�0 �c�EEEOC � �D��D��C�E9GE�E�ED�EE��EEEBE900�aE E �E�E�D�DEDC€ �C9�0�0� €�DDDOEG�G��DEEE9EOG99EDBEE E:�n�E2 �DE��€ A90f�099EEE08EEEE9G0EEBE9EEEEEE96EEE �N ==Nauman � ^k�kk$�!k fk� § \$ &k} ^� ��.,§ � \, . /k! \ §B ...<: /}��k. § . � �8� . §A$$§ \ \ }k \ I « ~ $ \ � A \ ■,sa �■ # ■a� ■, - Btu Q � Mgt -= (gam' 7aCi (WO "M atom lu `NN3'm mvw an =a 9VL1 fOMi • I r � Ito lots Rite. 1199 liff-1111- till . row $00 fill Vill .IA,. . i 8141 -tint ante 11M aim a •�%� w3 R�fSlii33$b36i'lR.w to i:iA lip a iS i3Oi9P1T P` tl1 i6�L�iR i� K I I w R:L'i mad i F if Y i m, q $ gg �• «�'&8.��.��NO�iY� i'"'+42Waw• �'IR gg �9g gg -------- .10 - oil 14 fra MOM ai lag 1* 'Wao, --- I I �_'s�' �- � .o �_'s�' �- � 6 c IM W yy _ i r, 1!-Ol 1� -. t'• � . AA�me4 . � - maeoemm� j4 H0*4 -�- -- - -� swim �MA W= W. �' � � 1!000 DNIt 5 � ft1�3VdtlJ •_,,,,�� [ � 9� � �.____ -� am Name 80! VON SI, Wd3S 33S e �' 4 BIB °e v c Std 18 ..8.p•• y'e'p.• r ..ro .• }s .� .:� .a•e•4 a,•� +s a• i i r[�•7 ®fit � .......... V '� . ►c -� F ..,.� . �: I' i i I MIAM . MMA&DAUX COUNTY PRODUCT CONTROL SECTION DEPARTMANT OYREGULATORY AND ZCONOMIC RESOURCES (R=) t 11D5 S1V 26 Sftck Room20S . BOARD AND CODE ADfigI1NISMT10NDWMOK T•(986} 315. -2590 P (98Q 3 M239+1 NO'.I a OF ACCMANCE (N10A) _yMmmtaM WAM" v 1745 W. 33'" 14ace Hialeah,1?L 33012 SCOPM This NOA is being is - under- the• applicable rules and regulations Sovernlog the use of construction• mat+oiWs. `Pine documentation submitted has been reviewed and accepted by 1Miami-Dade County RER - Pmduct Control section to be used in wami Dade County and alter areas where allowed by ft Authority Having Jurisdiction (AW); " This NOA "smell not be valid after the Whadon date stated below.. TIC biami -Dade Cow:ty product Control Section. (In Miami Dade County) and/or the AM (in. areas othm than. Miami Dade County) reserve the right to have -this product or a:ateriul, tested for quality assumce putposes. It -this product or material fails. to perform in the accepted : manner. Am mamOketurer will incur the expme of $uch testing and the AHJ may irmnediately revoker modify, or suspend the use of such product or material !Within their jurisdiction. RER zesetvas the right -to ievoke this:acceptanc;e; If it is determined by lfiami -Dade County Product Control Section that this productor material fails to meet the requk meuts.oftie applicable building code. INS Obduct is approved as described herein, and has been designed to cmnply with the Florida Building Code, iacluding die High. Velocity Hurricane Zone, DESCRVMN dies ` OQ " Muminum Window Mali System •-L.KL APFRoVAL DoCubmg7t Drawing No. we"o, titled "Series. 8000 Ahura: Window wall systetrk (L- :Lr; its 1 through 1Z of 12, dated-11 /11108; with revision A dated 03105112, *qpqred.byAi.Farooq Corporation, signed and 4ealed. by Javad., Ahmad; P.13., bearing the Miami Dade County product Control Rom al, stamp with the Notice. of * Acceptance number. and - expiration date by the Aliami -Dade County A WW Control Sectioo. SLL-RbVACT RATTING:14rge•and Small Misalk Impact Resistant 14ADIMM: Each unit shall bear :a .permanent label with the mamifactwW% name or 100o, city, state, modellserles, and i'ollo,% ft statement; "AMaml -Dad® County Product Control Approved ", unless othmiise note4 herd. S AL of this NOA shall be considered after a r vsl application has, bean flea and there has been no clta .iu the applicablo building code riesatively affecting the- performstkce of this product. MCOMAMON of is NOA will occur. after the eXpiktation date o r if there has been a revision or change in the. mans, use, and/c onanu acbnre of the product prviceas. l�ssi>se of his X0A as an'endorsenout of any product, for sales, �advettbing•Qr any 00W Purposes shall: automatically terminate this NOA: Failure io.caanply tvifb:any section of this 1I0A shall be oanse for teradnation and Mnoval of MA. A)VEB +' ir: Try N44 tkur grereded by the wads Miauil -Dade County, Florida, and followed by the expiration date may 1e displayed in advertising literature, if any portion of the 1�[OA, Is displgM4 then it $hall ba dune is its endroty. IN3PEMON: A. copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and-shall be available forfuspection at the job site at the-neVest of the Building Official, 11* 140A'rewm NOA# 12431 and consists of this page 1 and evidence pages E-1 and E-2, as well as approved dmv eat mentioned above.. 'The ubmitt ed documentation was mvi6%vml•,by Manuel Perm, PY. NOA No. 13-0122.05 Rolm Ekpirattan flute: April 03, 2018 . A rct 1 , - 1ya Dui @. April 2013 pp AP � `i .Page 1 SHOP DRAWING REVIEW ❑ APPROVED WITH NO EXCEPTIONS APPROVED AS NOTED REVISE AND RESUBMIT ❑ REJECTED FOR NON- COMPLIANCE ❑ REVIEWED FOR INFORMATION ONLY THESE SHOP DRAWINGS ARE REVIEWED ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTS OF THIS PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS THIS APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, FOR ERRORS AND OMISSIONS IN THE SHOP DRAWINGS OR, FOR DELAYS OF ANY SORT IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE: FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS, TECHNIQUES, SITE SAFETY, PROCEDURES OF CONSTRUCTION: AND THE COORDINATION OF THE WORK OF ALL TRADES. AR ARCHITECTURE, LLC I BY: I DATE: rqe- 'Pita> �MF?( F_ 0. ekog lb . :S�n��,9ne'9Vind� Wadi 1�;•In �c. 0. �5 Ram= A. DRAWINGS t: Manufacturee.441adrawi W and section 2. Drawing No W.W`90, titled "Series $W0 A1un L-,VV ndow Wall System (L-1Vi L)", sheets 1 ttuouA.12 of 12, dated :11/11/08, . with revision A dated 03/05/12, prepared by Al Farooq. Corporation, signed and Wiled by Javad Abmad; P E. (SabmWd =der preoiomiXOA No. 12-0314.08). B: 'i'BSTS 1. Test reports ou: i }Ak InBltratian Tus .per.FBC, TAS 202 -94 2). 10hiborm, Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test,per FBC, TAS 20294: 4) ;Drop LoW Test, per CPCS 16 CFk 1201 (Cat 11). 5) %arge h+ ile dTestper FBC, TAS 201 -14 6) :Cyclic Wind Pressure Loading per FBC; TAS- 203-94 along with marked -up drawings and tallation- diagtvim of an aluminum vmdaw wall system, prepared by Fwastm loll Testing Laboratory, Inc., Tea Report No. MrS447, eatel. 12/19/07, signed and sealed by 1ichad R. WenzeL P.B. (SM19niW wider NOA.#08.1114..16) _ t ..� CAWTLA.TIONS 1. Anchor verification calc10110ns and structural anadySK complying wit FBC -2004 and 11BC 2007, dated 09%02/08, .Prepared by Al- farooq Corgom ion, signed and sealed by Htunayoun Faro6q, P.B. (SrrlW miwerf wider pre vdotrs NOW 6.0- 0413.10) 2. Glazing complies withASTM B130Q -04 D. QUALITY J. Y ASSURANCE Miami =Dace Department .of Regulatory and B`cbnoWc sources (RER) E. MATERIAL CERTiI+`ICATIONS 1: Notice of Acceptance No. 11- •0.624.02 issued to R.I.•DUPopt DeNemours. &. Co., Im. for their "DuPont SSanntryGlas@ Interlayer" dated 08/25/11, wq*ing 06 01/14/17. 2. Notice of Accep%=.No.11- "24.01 issued to T.I. DuPont DeNemours * Co., Inc. for their "DuPont RuftelftO PVB Interlayor" dated 02 /08111, expiring on 12/11/16. "7a,T• ;ifiauq� F.E. • Pr0ailCt . - ltxplratioa Date: Alir8�,i418 Approval Dates AprH.38, 2013 >;- t CO % I gv ILI 0 anbu S--mum- % I gv T }, Mill r a fly a �aaai� ��a�� • a ! 1 L C) Bus .ors (ws3: pare a�a�r (oocT � IN n x f�m�90EGGCE€ E�EDDEEEBDEEEEE� "DEE0�0�60�GE��BB9EE99 �i9G0E�+ E�OGC��EEE69E�E0�00�E�E0�9E�9EEGEEB090C9EE F�9n09EE €�O�DEDE�OG90E�9E�B9 9C�G��BDE8�9�O�G9E�DE� n x "I* H Pe Iz 1ac. &Gl J �M AIM �°'ip all s�. � . C! Sao-= (200 wa v"61-M W "M ttoce lu Iwam m Z3 WVMMZ m9nai RM I 3ww am MR 9118 gg• S11% Nle now mm 1141 tilt 11 fill Vill VON. If .111.1 fill ja.N* Z ... OFF Uff I W1 1.8• Itat ease il ION gill, lillo 91101n al HIM! 1 mll 0- i1a v j[a T '101 .1 All MI -a a OwT, Mi a RI it Rao MR i t ''A It 4% � I �Tll lan • � 0` f . C" a p. a, Uf R9 WPOW .......... Jt - R. i 0 . t _ , WA 1 AV S 0 w3 $lam' Ai�JYd1+D llSA6. --- _-- ;- - -.... � .._��.n_..� . • �- — ' c , J am to 3o VON WWcGS 33S !' -'-- Yav s Mal Mew f9 SiAi was r • `o �p s S 0 9 .v ti .1 MmMumammll (sue. -assx RX W %"a .. .. I �`j �� .._.� . - r j. _ i Sg -� -10 1 ' Mlami Shores Village MAY 3 1 2013 V;4 �-� Building Department _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��'� ' I INSPECTION'S PHONE Fax: UMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING i ROOFING JOB ADDRESS: 1—),oW pE City: Miami Shores County: Miami Dade Zip; Folio/Parcel#: hs the Building Historically Designated: Yes NO Flood Zone: OWNER: ame Wee SimAple Tide7P4- � �- v �J � �� phonaJ ' J Address: t� ® CJ yvl1Ci City: &alw" C State: Zi 1)- Tenantaxssee Name: phone# Email: _ CONTRACTOR: Company Name: Phone#: Address: City: State 7jp: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: _Email Address: Submittal Fee $ Permit Fee $ ° CCF $ a CO /CC $ e' Scanning Fee $ s Radon Fee $ DBPR $ ' ? Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ A L Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. IVARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature er or Agent The foregoing instrument was acknowledged before me this z day of LAi , 2U 3 by !Pryt� r who is personally known to me or who has produced �—t G� As identification and who did take an oath. \X%wnivai� NOTARY PUBLIC: ��.No j' %.,, Sign: Print: My Commission Expires: APPROVED BY ^'.- - NUBI/C CP 1,11158i FE1T3p59 �i/�0,C FLO10; Signature Contractor The foregoing instrument was acknowledged before me this_ day of , 20 _, by , who is personally known to me or who has produced as identification and who did take an oath. �d / Z-1 1�3 Plans Examiner F41 V41 L__ Structural Review (Revised 3 /12I2012)(Revised 07 /10/07)(Revised 06/10=M)(Revised 3/15109) NOTARY PUBLIC: Sign: Print: My Commission Expires: .--� Zoning Clerk P, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: -C- D Z6 06 DATE: ( �2 9 ADDRESS: t209 P677 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489:103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial U�d) 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is res risible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or I' a numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two - family residence or a fans outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or su ntially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I b ilt r substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner- builder, I must provide direct, onslte supervision of the construction, Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by lannd by county or municipal ordinance. Initi al 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that ; erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am will acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers pensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must amply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or h : /A%ww.m rfloddalicanse.com/db r /prol ilbri x.html Initial 11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform t t I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this °Z / day of Zd4 E , 20 /�)_ By_P<2- -0 � 0 0,f— At, 6� L O who was personally known to me or who has Produced there License or OWNER as identification. is 2016 • SOT ARy PUBIC Commission 9 'Lp, - •.EE173059 '' / /llllllllll0�\ STATE OF (FLORIDA) COUNTY OF (DADE) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT The undersigned Affiant, • c) &W, does hereby attest that (Pro rty owner) The attached survey, performed by Q. S uey&-jas / IA)e-. �* (Name of surveyor's company) c For address: 7 g 0.G reEk> X11' � I 000tJW1 • 3,T 131 Performed on 3 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiant say eth nau ht. Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this ` day of 3 Affiant is X ersonally known to me, _produced as identification. Revised on 5122/20091 Revised on 6/12/09 tlUMOD a0M�1Y1Mlq JUL 2 6 2013 Pedro De Mello 1208 NE 951 Street Miami Shores, FL 33138 -2550 Date: Building Official / G� Re: EARLY START — BUILDING IT ON # Address: -'Cog �a E i ; p ,t ey.,�C Dear Building Official: Please allow this letter to serve as a formal request to allow the following work, , at the above referenced location prior to the issuance of the permit. The contractor will not cover or conceal any work that requires an inspection. This request is being made pursuant to section 105.12 FBC 2010 Ed., which states: "Work starting before permit issuance -Upon prior written approval of the building official, the scope of work delineated in the building permit application and plan may be started prior to the final approval and issuance of the permit, provided any work completed is entirely at the risk of the permit applicant and the work does not proceed past the first the required inspection." The property owner, ME L L 0 , asserts that all work performed by its contractor, ' will be performed as represented on the plans submitted with the application and in accordance with the Florida Building Code. It is understood that the Florida Building Code may require changes to the proposed scope of work. At no point will the work progress past the point of the first required inspection for each discipline. Respectfully, Qualifier - Signature Print Name Notarized Signature of Qualifier STATE OF FLORIDA, COUNTY OF MIAMI DADE The foregoing instrument was acknowledged before me this day of .2013 By Check one ❑ Personally Known ❑ Produced Identification f rov ❑ denied Building Official Ij ,30 1 i) perry Owner - Signature C� O Name CLAM, V. CUBILLOS Notary Public - State of Florida c M Comm. Expires Sep 23.2015 1 ' o Commission # EE 12BB10 �, °:.f; �• Bonded Thrcugh National Notary Assn. STATE OF FLORIDA, COUNTY OF MIAMI DADE The foregoing instWerf was acknowledged before me this yddaayOf 2013 By ' V in Aw Check one ❑ Personally Known �� 91\-/ Produced Identification ' V Planning Director C]mved ❑ denied .1 r CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored improvements must be shown on The costs of any improvements in the past 12 months and the costs of any proposed the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: C_ 0 _ot PERMIT ADDRESS: FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: �� j C)o ® - co (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNA' PLANREVIEWER• DATE • �� / / 3 PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL E%IPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 FjA*4 All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool ' t r' 4 n, Property Search - Report r Y Property Information: Folio 11- 3206 - 014 -4100 Property Address 1208 NE 95 ST Owner Name(s) CYNTHIA DA COSTA MAGGESSY PEDRO HENRIQUE CORREA DE M ELLO Mailing Address 1208 NE 95 STREET MIAMI SHORES FL 33138- Primary Zone 1400 SGL FAMILY - 3001 -3250 SO Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 2/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,188 Lot Size 10,000 SO FT Year Built 1949 Full Legal Description MIAMI SHORES SEC 3 PB 10 -37 LOT 15 - 16 BLK 85 LOT SIZE IRREGULAR 75R- 235643 IMPORTANT NOTICE: The 2013exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1. Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $126,096 $119,876 $114,168 Building Value $148,346 $164,074 $164,074 Market Value $274,442 $283,950 $278,242 Assessed Value $155,521 $152,922 $148,468 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $118,921 $131,028 $129,774 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption $50,000 $50,000 $50,000 Widow Exemption $500 $500 $500 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $100,500/$55,021 $100,500/$52,422 $100,500/$47,968 School Board $25,500/$130,021 $25,500/$127,422 $25,500/$122,968 City $50,500/$105,021 $50,500/$102,422 j $50,500/$97,968 Regional $50,500/$105,021 $50,500/$102,422 1 $50,500/$97,968 Sale Information: Date Amount OR Book -Page Qualification Code 3/2013 $480,000 28566 -2284 Sales qualified as a result of examination of the deed 11/1975 $67,500 00000 -0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Fri May 31 2013 http: / /gisweb. miamidade. gov /PropertySearch /printMap.htm 5/31/2013 r1► Carlos Montero 1208 No 95'St 8 Portal. Mar oci% FL 33138 UNITED STATES Delivery Date of Prfnt+put 9/13/2013 Ulvery way. Truck Deliver destination: Customer place Yaw Vantud Adrian A Cubb"iY1 _ 598.919.85 418." 418.% 1 AK S30 bow.taab w 3 drw 18° birdh/Safieiund Itgry 898.919.79 246.97 246,97 1 AKURUM- BAS CAB FRM ISO SIR EFF NA 200.493.45 31.09 31-00 2 RATIONELL' N DP FUL EXT DRW 18 "SLV NA 201.070.81 26.00 52:00 1 RATIONELL N FUL EXT DRW 18"SLV NA 101.070.67 21.00 11.00 3 RA71ONEU DRW DMPR GRAY 213K 601.086.77 7.99 2197 1 SOMELUND DPDRWFR S3,18WLNTE LGRYNA 902.037.48 119,00 119:00 246.97 CaMnef 2 1 AK 840 bae%2+2drw W bliftW Nalund fight gray 598.919.85 418." 418.% 1 AKURUM BAS CAB FRM 36" SIR EFF NA 400:493.49 45.00 45.00 1 AKURUM RAIL F PARTITN 36" GRAY NA 800.621.511 3.00 3,00 4 RATIONELL DRW DMPR GRAY 2PK 601.086.77 7.99 31.96 2 RATIONELL N DP FUL EXT DRW3&*SLV NA 801.07013 40.00 80.00 Carder number/Booking numblIewr Page 1/7 155424822 4 � 898.919.79 246.97 246.97 v S i nr 15 5424822 Creation dgte 91 -43!2613 (207) ibt3inatad DWW" 9/25/2013 52.00 1 RATiONEL N FUL WORW 18-SLV NA 11nuslot 9.00 AM-90 21.00 3 RATIONELL DRW DMPR GRAY 2PK 601.086.77 PM Qfy Demlimon Art Mr Price 'fWO$ 2 RATIONELL N I UL EXT DRW 18 "SLV NA 101.070.67 21.00 4100 1 AKURUM PART DRW 30 36" SIR EFF NA 900.49243 1200 12.00 1 SORELUND DRWFR S4 3&WLNTE LGRY NA 502.037:50 205.00 205.00 418.% 1 AK BSD baseemb w3 dm 18" bineh/BeBalund itgry 898.919.79 246.97 246.97 1 AKURUM BAS CAB FRM.18" SIR EFF NA 200.493.45 31.00 31M 2 ROONELL N 00 F L.EXT DRW18 "SLV NA 201.070.81 26.00 52.00 1 RATiONEL N FUL WORW 18-SLV NA 101.070.67 21.00 21.00 3 RATIONELL DRW DMPR GRAY 2PK 601.086.77 7.99 23.97 1 SOFiELUND DPDRWFR S318WLNTE LGRYNA 902.037.48 119.00 119.00 246.97 C6binstA 1 AK 840 base cob w4 drier 18" blmW$,allah nd hgry 798.919.89 270.96 278.96 1 AKURUM BAS CAB FRM IS'* SIR EFF NA 200.493.45 31.00 31.00 1 RATIONEL). N DP FUL EXT DRW18 "SLV NA 201.070.81 2600 2600 3 RATIONELL N FUG EXT DRW 18 "SLV NA 101.070.67 2100 63.00 4 RA- TIONELL ORW OMPR GRAY 2PK 601.086.77 7.99 31.96 1 SOFIELUND' DRWFR S4.18WLNT.EF LGRYNA 402.037.60 119.00 119.00 270.96 Cabinet Al I AK BP base cab w p"ut star 12"M/'Sofinlund Itgry 298.920.19 280.97 "0.97 1 AKURUM BAS GAS FRM 12" SIR EFF NA 700.493.43 28.00 28.00 3 RA71ONELL DRW DMPR GRAY 2PK 601.086.77 7.99 23.97 Page 2 / 7 iWl nr 155424822 Cmation date 9/13/2013 SI.MrM (207) Estimated DeMwery 9✓25/2013 TinuMot 9-.00 AM-M PM Description Art Ur Prim Total I RATIONELL FUL-EX DRW S5 IX SLV B NA I SOFIELUND DR 12X30"WLNT EF LTORY NA 001.324.06 65.00 65.00 002.03724 84.00 84.00 ZOOM ,CdMtwt6 898.921.44 361.00 361.00 I AKURUM BAS CAB FRM 3W SIR EFF NA 600.493.48 41.00 41.00 1 RATIONELL ATrOi SHLF30X24"BIR EF NA 400.493.68 14.00 14.00 i ROCKH DRW FRNT 30" WOOD EFF BRN NA 902.201.73 20.00 20.00 1 SOFIELUND ORWFR W'WLNT EF LGRY NA 202037.61 69.00 69M 1"00 CObhW 7 898.921.44 361.00 361.00 I AX 03D bow cob w 2 drw 240 birch/Soffolund ftry 49111.919.81 340.97 340.97 1 AKURUM SM CAB.FRM 24" SIR EFF NA 800,493A7 36DO 36,00 2 RATIONELL N DIP RX EXT DRW24".SLV NA 901.099.77 30,00 60,00 1 RATIONELL N FUL EXT DRW 24" SLV NA 701.070.69 24.00 24.00 3 RATIONELL DRW DMPR GRAY 2PK 601,086.77 7.99 2397 I SOFIELUND DRWFR S2 24WLNT E LGRY NA 302.037.46 137.00 137.00 1 SOFIELUND DRWFR 24" WLNT EF LGRY NA 002,031.57 60.00 60x00 30.97 cabinet a I AK SD be/sAlUldnW21ascla pan36"bi/Sollelund Itgry 898.921.44 361.00 361.00 1 AKURUM BAS CAB fRM WSIR EFF NA. 400.493.49 45.00 45.00 1 AKURUM N FALSE DRAW HDWR WHT NA 900.916A3 8.OD 8.00 2 INTEGRAL HINGE 1250 2PK 701.323.75 5.00 10.00 SOAELUND DR 18X24"WLNT EF LTGRY NA 902.037.34 95.00 190.00 2 SOFIELUND DRWFR 18'WLW EFLORY NA 402.037.55 54.00 108.00 Page 3 / 7 361.00 Cabinet'9 0.00 Campo 10 - 1 AK WO wall cob/2 gls drs 36x30" bir /Rubdk smk gis 398.91 5.33 1611.00 168.00 2 RUBRIK N:GLS DR18X30 "SMK GLS >BLK NA 402hG4.68 50.0 100.0 1 AKURUM WALL CAB FRM 36X30 "BIR EF NA 200.494.25 34.00 34.00 1 RAVONELL GLS SHLF 36X12" 2PK NA 045.800.00 24.00 24.00 2 INTEGRAL1 INOE 125° 2PK 701.323.75 5.00 10.00 1 AK 8P bad cob w p1-out sto►19bbilSaRekmd Itgry 898.920.21 238.97 238.97 1 SOREWN - DR 15X30 "WLNT EF LTGRY NA 902,037.29 105.00 105.00 1 AKURUM BAS CAB FRM 15" SIR EFF NA 5M.493.44 3moo 30.00 2 RATtONELL N DP FUL W DRW 15 "SLVNA 401.070.80 22.00 44.00 1 RATK>NEI.I. N FUL EXT bRW 1S" SLV NA 301.070.66 19.00 19.00 3 RATKWE L DRW DMPR GRAY 2PK 601.086.77 7.99 23.97 1 RATKWELL DRWFRWT 15" SLV B NA 401.323,.91 7.00 7.00 1 RATIONM- DEEP DRW f°RW 15 "$LV B NA 901.323:48 10,00 10.00 Cabl"of 11 1 AK WO wall cab/2 gls dis 36xW blr/ t+brik smk gls 898.915.35 168.00 168.00 2 RUBRIK N GLS DR18X30 "SMK GLS/BLK NA 402.604.68 SOM 100.00 1 AKURUM WALL CAB FRM 36X30"8IR EF NA 200.494.25 34.00 34.40 1 RATIONELL GLS SHLF 36X12" 2PK NA 045.80040 2440 24.00 2 INTEGRAL HINGE 1250 2PK 701.323.75 5.00 10.00 168.00 Page 4 /7 stare s Well `nr 155424822 Creation dente 9/13/2013 SUM*t=) SstireWW Qel V*ry 9/25/2013 Timestot 9:0X} AAA -M PM t Oty ' Descrlptlon Art Mr tinge %tot CoNnot 12 795.019.89 270.96 270.96 1 AK WO wail mb/l gls drs 8600" bir/Rubrih smk gls 598.915.33 108.00 168.00 2 RUBRIK N GLS DR18X3O "SMK GL5/BLK NA 402.604.68 50.00 100.00 1 AKURUM WALL CAB FRM 36X30 "01R EF NA 200.494.25 34.00 34.00 1 RATIONELL 03LS SHLF 36X12" 2PK NA 045.800.00 24.00 24.00 2 INTEGRAL HINGE 125" 2PK 701.323.75 5.00 10.00 : Cabinet it _ 1 AK O0 base cab w d drw 18" blydUSoWund Ngry 795.019.89 270.96 270.96 1 AKURUM SAS CAB FRM 18" SIR EFF NA 200.493.45 31M 31.00 1 RATIONELL N GP FULEXT DRW18 "SLV NA 201.070.81 26.00 26:030 3 RATIONELL N FUL EXT DRW 18" SLV NA 101 .070.67 21.000 63.03 4 RATIONELL DRRW DMPR GRAY 2PK 601.086.77 7.99 31.96 1 SOMELUND DRWFR S418WLNT EF LGRYNA 402.037.60 119.00 119.10 270.% 'not 1 AK WG wall cab/2: gb drs 86x39" M rf kbrik smk gls 098.915.25 213.00 215.00 2 RUSRIK N GLS DR18X39'FSW C S /BLK NA 202.604.69 70.00 140.00 1 AKURUM WALL CAB FRM 36X39"BIR'EF NA 000.494.26 41.00 41.00 1 RATIONELL GLS SHLF 36X12" 2PK NA 045.800.00 24.00 24.OD 2 INTECaR MISIGE.1250 2PK 701.323.75 5.00 10.00 215.009 Pcge 5 / 7 Stogy ru 155424822 Creation date 9/13/2013 Suntlm (207) WMW*d-D very 9/25/20J3 Thweslot 9.:00 AM-9.:6 Pict vestrilmon Art Nr Price Total Cobirmt 16 Rerrr�inir�; lsrptiu 1 AX WO wall cabl2 Sh drs 36x39" Mr/Rvbdk smk gk $98.919.3:6 216.00 21 5.00 2 RUSRIK N GLS DR18XWSMK GLVOLK NA 202.604.69 70.00 140.00 1 AKURUM WALL CAR FRM 36X39V'BIR EF NA 000:494.26 41.00 41.00 1 RATIONELL GLS SHLF 36X 12" 2PK NA 045.800.DD 24.00 24.00 2 INTEGRAL HINGE 1250 2PK 701.323.75 5.00 10.00 216.�I Cabinet 16 AK WON well axis horW#k dr 39" bVItubrik smk gis 69.00 69.00 1 AKURUM WLL CS FRM HOR2 39X 15" 81R 201.744.43 619.00 69.00 69.00 C1l'!i If you make pay"* today, your merdmullse will be shipped from our confral worehouse. Socomm tho goods are flat aoirstl* Charges to the ordiw Cannot be made, Nome note all test are EXCLUDING relevant fox" on of your ernail address Is only mad to update on order status or respasnd to YOW i WWIry. To shorn up for events or promotions, please vi* www.ikoa.rcom. Thank you for shopping at RM& Page 6 / 7 Rerrr�inir�; lsrptiu 3 AKURUM SUSP RL GALV 846.754.00 6:00 18.00 13 AK NN LEG BLK 4PK NA 300,763.19 6.00 78.00 6 INTEGRAL DR DMPR F HINGE 2PK 801.262.13 4.99 29.94 13 METRW HNDL 4 3116" SS COL 2PK 901.388.33 5.99 77.87 6 PM PLINTH 88X4" SS COL NA 001.451.97 15.00 90.00 3 PERF SOFCVRPNL 3X8`WLNT LGRY NAAU 702.013.A0 157.00 471.00 C1l'!i If you make pay"* today, your merdmullse will be shipped from our confral worehouse. Socomm tho goods are flat aoirstl* Charges to the ordiw Cannot be made, Nome note all test are EXCLUDING relevant fox" on of your ernail address Is only mad to update on order status or respasnd to YOW i WWIry. To shorn up for events or promotions, please vi* www.ikoa.rcom. Thank you for shopping at RM& Page 6 / 7 store iSeU. nr 155424822 Creation +rte 911312013 Sunrise (207) Estimated Delivery 9/25/2D13 Timeslot M AM -9:O+D PM 'the currency for an amounts kh it nothing else is stated (USR) 4,508.54 Freight MOO Total aunt 4,637.54 Fay retest 9/13/2019 4,637.54 hate ftnature Pogo, 7 l 7 i f ; ! Ai Zl Fi: _ BID To 00 ef% '@ S9X NhW FL33138 Page 1 SALES TALC (7.0 %) TOTAL PA'YMENTSiICREDITS BALANCE DUE Amount 1101&OOT KOOT 173.00T 34,00T 4W.00T 101.00T 310.E 'a ra 150.00T 13ZOOT 140.00T MOOT 412ODT 13 AOT ?.2.00T 97.O0T 328.00T 107.O0T MOOT MOOT 9".00T lK 1.0 314” SPOUT PROJECTION aY ,a£. wt,..ta. ".;. a> ww p� •'.mm :i 'i '°. i. vw VOLIAW .. m�ellllAll® Stv=—MMW#SiGMWL03LEUNDERMOUNTSIW32XIOXIOXIO ,Sits g:id: ` ' 45 ,r :4 � OROME DRAIN a=� .ar C V.:pr #ZWWSTANLM3TMLWWGw tao "`• r Y :r ;a . # Y a GLASS CUTVNG :y „Y a Y.. -.i .I 4.aa ! PO'. ti. 1R Q*WW fir` • � 1k ,e_.. # 44140&POLM14ED . ,FAUCET a s :at rza •h, � : WOM SOAP P 7a Page 1 SALES TALC (7.0 %) TOTAL PA'YMENTSiICREDITS BALANCE DUE Amount 1101&OOT KOOT 173.00T 34,00T 4W.00T 101.00T 310.E 'a ra 150.00T 13ZOOT 140.00T MOOT 412ODT 13 AOT ?.2.00T 97.O0T 328.00T 107.O0T MOOT MOOT 9".00T lK 1.0 314” SPOUT PROJECTION ,a£. wt,..ta. ".;. a> ww p� •'.mm :i 'i '°. i. vw VOLIAW ;: #01W181 NOX PLUS 3W ROUGH Y ,Sits g:id: ` ' 45 ,r :4 � OROME DRAIN a=� d> . t', ' � C V.:pr "`• r Y • Page 1 SALES TALC (7.0 %) TOTAL PA'YMENTSiICREDITS BALANCE DUE Amount 1101&OOT KOOT 173.00T 34,00T 4W.00T 101.00T 310.E 'a ra 150.00T 13ZOOT 140.00T MOOT 412ODT 13 AOT ?.2.00T 97.O0T 328.00T 107.O0T MOOT MOOT 9".00T 703 NE 9Nh Street FL M38 Page 2 SUBTOTAL SALES TAX (7.0%) � $� 4� $8,314.97 PAYMENTSICREDITS $- 8314.97 BALANCE DUE $0.00 MOOT 300.00T - °.i F,d # MOOT 14100T si z K'r „y ss S }ai 320.00T Page 2 SUBTOTAL SALES TAX (7.0%) � $� 4� $8,314.97 PAYMENTSICREDITS $- 8314.97 BALANCE DUE $0.00 253635 ' .ti-&' PARTIAWOPHOUS"''1° 'TY ELEVATION CERTIFICATE FBDEILAt. r1!h�]'IleiH�tC1r rio&aaalFbod I moatmgmoa' tAt1PORT w:'Foilow the insiructfms at Pages 1-9 OMs No 1660 -0008 Expiration Date: July 31. 2016 SECTION A — PROPERTY INFORMATION .1 FOR ff1MA AWX COMPANY 4!S! or J..V -.L0 a JL V v D V6.A J 114-L 114-nL4 eU.Q.%..J..LWLV J rn.1V x'V * J / M.LJ% -L —LL°lJ z Ali. Lattudt 5%5 � Hodzo"Dadxn: OMD 1.927 W MD1983 AIB. Attach st teas[ 2 the IxAding Ir the Cer=caw Is being used to attain Sood Insurance, A7. 011104MOMUmber AM Fbr s bul<d ift a avwlspaoe or cnckwm(sjt t A9 For a buNding with an attached garage � z � c+j Sgtrate a ofCfairfmmm or eaholosune(s) .�.....,.. aq It a) Square rootage of aetadwd a 7 ,z z aq rt b) Na of parhhenenttiood openirW .ht the awalspow or l2 b) texr� of Scud to the " "donne(s) within 1A fbot aWwo ar�ace *grade %am i0 a) Total net area cf Aooif op' m A&b l�sq in Q Toted net am of Send opwkp to A9.b .. ..� tip b d) EingkwwW [food q)wk W? .0yes mNo dl Eng%umwed Soad operAW Dyes 261401 S6Mit)N 6 — HOOD NISURAUM RATE MAP (Fll" DWORMAXION ]! _ hltanber SL CDC —nant, .., A0. teas base flood t _ nnur_vnr 61Q htdtaafs ttw source afthe Base flood OWstfon (et p deft or base Sood depth atte W in Item p9: - D in Prom o f m D OanrnunSjr odaunhad c] other /Sar m t3ii.Uhdcate de+r�toth datwrh used tint' 8EE h fteta t39: �] IfGVt) 1929 D IirIVD 188$ D Otlrar/80w�: a72.1s the btf Wrtg forttod in t Cotsb�l f3tnier Rasouroes SAratem at�et of Odin p FratootaKl Ilnea (QRN? Dyes M NO -NA/ / Ooim 0OPA 56ti7t4N C -+ BUp�NQ B.61rATI0N lNFiDI�A?1QN (�iEIR'VI3Y gRgtl1 O1, Budingelei/ationsmebasedow VConsbuctlonQeYl*W ❑ U1tde.' QwwbtWm* 81ffrdsrodConl!struiotlon «A nw fTevWon Cie wiff be MW*W "hen co mbucSon off* bWtd W is oanp rate. CZ - -Zones At- A3%At=.AH.A6ft Oft VE.V1 -W.V MAtbOftAR. AR/ A. AWAF. AwA14W.AP/AH.AR/AQCpnpkftttetns . 02." below the 0 mAmA7. h pW10 Rico 0* enlermetens. Be11cr1rlerk Ift wrtlool vallaw N _ r- _ V _ n 1929 hdfom0 devatfon ddtuah used for the elwagorts In Items s) l0 belm M NtiM 1.919 D NAV01M (a Other /Smm Dahatt and for kdldng davattotts twat be the tame w that used ra the OM s) Tbparbottornftoor�iadutd6lg6 rtaut ,ararMspaoa.ora�ctostaaeoaj -, �.c :�.,.,_ Check the ttwastow" J,$ iw t dead. Unmem b) Toporth*rKWhlglrerftoor plied lanwters a) Boom orthe l AAA ho iwntal strtxatrral member (V7-0ttas ono � Dfiat [J tenet d) AMaChedgatel�Poralab) great C7metetlr e) tit ern dmr or �ttrho� selvta�g ms buralt ..-- -. -` •r`� -- 1lroa (]meta» • (Oesrx@ra type oregWpmatd emd location b Oantnwrrba) f} t �i ' aaoat,�e r t (�ntahecD f�adS ttetct so t ItAOf ...,. RW 13 MOM Q cmdS nMto bUgdbg OMM ----- : °—° .�. JOW Qmote * W e gnadeailowestaeve ►ttonordeckorstatra.Irtedudfrrg sbvcbvwspppcgt .�.... '.. .._... Qteet Can* is SECTION D — SURVPM WWUM 0R ARCINI' W *WZTffl" 7I11SOEfOiilttObaSl�IedArtdSCBkd• A' Ia1t16tIfY�1; p1�fIB�:Oralnl:%OCiaf�ll0ftsl0dby i4W�00ft1�/l�4UI �� I aeldh the lalone7edlbn ext taAlfl #WbW of I ft to k4aplrit Me d9M Ot a01a I tendMtsftandlhatagYfadsantre ►boperdb 6p1i�1�ryhtisarrnenttttdMr'.18 tI.B.I,bdb, Sect/on g+o01. mob" bees g c mnents are pvw*d ca back of Bann. Wiens bMude ernd lorattde h Soudan A pmW"d by a ' Cft*h" r a t. limmedbodurAW MYos DN9 PLACE SEAL 8 _ HAMBRA CIRCLE SUITE C Tag= RIDA TM4 ;�f ?67 SWA r"M 0800.= (7/12) Sae move" aide forte Raptaoes afl prOVIOW odkiUm ELEVATION CEIMMATE, page 2 IMPORTARr -* M these tpaooa, copy Um oomspondirrg irdomudlan'f vra Section A. _ -- MR lI WRMIQE COMW4Y UW •Sulkiing t Aftesa. OidkmbW Apt.. Unit SW^ and/or MW. Mg) or M Route aril Box fkL Pnitay Ncxr+ber e T�QR 95TH 9TREET m QRES FLORIDA Z Code wx SECTION D— SURVEYOR. ENQQIWL OR ARCHITECT CERTIFICAMN (COMMUm1 voW morn sweg or ous kwanan te.rorM cmwx aiW oWok (7) k ce egenVicompaW and (3) bWcAng onnac , �T Canrnents �'. 2 -•-�` � c ��9� �.vcu,v. �i�' 2 Q> yd � G�r'�l �,��./` !/.ui T�rr� /,°�% �`/�'Z c�c fJ SECTION E— PtlUNNQ `ET.EVAiW MRa0Rh MON (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (I —IM— OUT SM faZoneg AO amt A toltbm tef1p, r mV6eW.%em M-F.B. If the CaNcate is kq to 04VM a LOU& or IOMR requem complete Sacdom A. 8Wd R Forlrems F1-FA. use gAfade,.lP.s o4ob(e. Check go measurement used. kt Rmw Wo only. enter• meters. EL trnvlde devatian dtecic the appropriate boxes to show whether the elevation b above orbelow the htgttest ac$aoeat grade (KW) and the Icwesta((8c&*gM de (t/G). 6) Top of bottom ar enclosm) is . Q fast []meters • 17 abovs or obetaw the Hhtt.. b) TopofbO *m*woncirtditbasement..tarwotga %oranotoswm),Is Qfeat f7metes Donor CfbelowtheLIIIi: ('.2.for Mft 0h*a Xna"with pwn nm.* Wbcd gmntnV p mIde -in Section A Items a and/or O (se@ pagos f3-e 0(irwbueUM). the treat htghckf w (deratbh C" In the dFmgmms) of a n bulft h O feet 0 nalam Oabuft or []balaw the HAG. ELAttmcfiedgws e.(tajcrdab)u ❑feet Ometem f jsbomor QbelowtheW&*' E4Topofplaal' ormd�rand /oregmprn�LSeeNdr►gttrebu ngls Elfeet (3n*ux ©simmer QbdawommAia. EM Zone AO oa Wilrao food depth rNp *w Is avaM* ta.ls the top of the bottom poor dcvaaed In accordance witit the eommurfty soodplatn nWmm totrwtt *l0mmo?[71bs pHo f ] ltd wmL The local otrktat must oerWy ttds hnfomrtttNen b Seatkxn Q SEa WN F— PROPERTY 0WHW (OR O'Y HOM PJW TI pipe W Darner or owneft auflrotlzed repress who completes Seotlens Aw e. and t: lone A A. %vW E ages ocwM to the best of irI acommurArbstmd Of) or Address CIO SCada 4S+Oode b'iPtattn+rs Date lbfephone C"a*ats [3 c#w* here ff stUwhmw ta. milolmacm lhe local 01110101 Vft It nftmftd by 4 #" mwatton Cftw"ts. Omgmeetthe apptlt 6b (tetp(aW t t�ckr�gtock Irwasurofn�ent seed kt I -Amer 89 -Q10.�n thratW Rfoo orn�Y�� t• p af�B. QL O is b)► t 0eiratton s l acid M qa ek �ii edtdm 0 =40, t3Z O A oonraurrigr otltrlad eompleted'Seoflon E tors btttfdfry(bated b Zone A (Vdthout a FGAMemal orowfimtJft4s lad SM orZ*w AM G& f3 The tottonkg kdbmmftn (stem G4-M to proNded AWow0a tb' fbodoalm mena"RwM pwposs. 07. This p0mrit has bam bsuod traz Cj New C*"b% den (3 Substantted kWvA nw t t .Bart ©mdm Do= tm am er (h.nm Am d" otfoo<pr g of ee a ante: Dred D watm Downs c CaannuntySe*$Wfloodelwadon: Of" ©molars Datum tror� otaolalls Name title ComrtNSBq� Mama r . flare ❑chackhero if oftoollowt8. FEMA Form 0980M (7/12) ROpWoes ap proMovs adtlotas. u.&DEPARTACENTOPROASELA{iD$VCUR flr FoERALEmvwe ftAqmesw9krAaEKcy • t+►.�6aualFJao8lma�e2mg�o' 253635 ELEVATION CERTIFICATE 11 WORTANf•'Fo00W ihs MsUucWm on pages 1-9 OMB No. 1660-0008 Expiration Date: July 31, 2016 SF9:TION A - PROPERTY INFORMATION FOR 1 OWNCE ooMPM1 -- or Aq„ Use (04, . ��$. - 7-6 fief , r'1,ORID2 Ayr latitude/Lcndk9ft l.et. S/ T ,�. Law, <�"rfa ' 4J I q l�ttxtr: O NAD 1927 �) I t0196:i AM Aftech at teast2 the WAdi g if the CettUlcate Is being used to obtain flood kmxafWxL AT. 1 Number AM Pore budtg% t saewtspace orenct wAgs): 7�© A9 for a btr�tg with an adacW garages � a) Square, footage cf da rLspaoe or' endosuWs) .1.,...._ _. s4 ft a) S*mm foobo argued" tie Z. Z " s4 ft b) Na d peettartetftffood apeM_s to the aewtace a /Z b) Nuttvber d Rood In the anct mmm(s) vAUM 1.0 foot abova ar$scdt! gads wftltitn 1.0 i�a a) ToW na even of Roots opt *0 In AIM /�s4 b . Q TOW net ales or Adod opar*Ws b /19.b .. 'A sq h d) Er4d teered flood openktgs? OYes m No dl Etngttteered food openktgs? O yes ON** SECTI N B - FLOOD DWRAW RAY'S MAP (FMW IMMMATM A0. use bass float .t•GU0O%.:U3U0 1 L -1 7— JJ_J. —ZUUZ? 1 y— J..L —ZUUW 1 Ar: ♦, =,QQBmG -- 810. Indicate eve source dfhe Base flood 6evadm COM deft or base food depth tittered In Item 69: 6li.irtdkate devW0m datudt usedfloc6FE b Item B9: MNMD 1929 Q xvm 1988 Q OUW/Soumc B12.is the owing located in t Ooastof Barrie M=uwm *sk= MW area or OM>ar+atsQ ProteoLetl Mae (pF ? ❑ Yes M116 QL Bugdng do ant m are based on: Q Constiucomm Qtttwkll~se O&AftUivdor � eA new 8WAW a fibs will be r WAW when oortskucdom dfbe bttl t ft. Hit f k11�10d ConSlNtitOtlon t= filevallang-2bom A:L-PJ% AM AN.A&ft8lll.VFvW -Wo V6 ft Oft AFL NVA.AWAE� AWAt- AgO.AtVAFLAR/Ao. ftWoft home . 02."bdoWSocoW1091qtbebWkftc110ffm h ftm AT. In Puerto Rio* ony. e(Awatetem Bettdwnetk t Visrtloet I)atrtrt>: hftsb devatioa datum used for Mae eWAffam b items e) tftocgt 101w[04 EI RM 1929 0 "D 1988 Q Other/8otaoe: IioWn used torbuadngclopdtarm aaust be go same as gut used threw WIL •) 7bpdbottanfloor( odudbtgdasmttat�cnawlspeos ,orendostueAooq b) TopdMnenadht�teribor C) Rottont of the lowest babfor w satmWal member (vZOtles ono d) Aidedtedga►0e(toPdatab) e) Lowest ele+�iort dtnacb<rfeq►or egtflptrternt seFulobfg tha buNding • p)esctMie type dequtpmantand k�catiott b � n t.owest afmatt Ckdshetll grede trettOt to bt" OAG) aA a gd*4OWeraltobuNding01" h) adueftsla at k�wrestdevatW ddeckersteira. ktohtdutg D This eelMAoatlon bt to be SWW XW aealek WbilooftL 1CetWf9Jbtvtst3bmafl*0 on 1 trtrdatsEwndyretanrtadssata�mentenm ►b� Chok heft M omera s ampmwcwon back ertbtm. Choc khero 1faftechracuts. to Wm kftWe and lonctude b SoWon A PmWded by a ■Om odhafdatav"? MY** ONO PLACE SEAL RA CIRCLE c SUITE C M&DIM RIDA M4 r`f° 767 t iFAtA Fiats damm (7/22) see toveme aide far � ttepteoes 00 Pmvkxnt editm Check Mae messwurod Meet used. 13mom �� (artmtels __._...1� —....- .-- Prom J90mit Clmdm Qmetefn ---- -+�6�' greet Dividers JaW on mom Oman Cjn* s to Wm kftWe and lonctude b SoWon A PmWded by a ■Om odhafdatav"? MY** ONO PLACE SEAL RA CIRCLE c SUITE C M&DIM RIDA M4 r`f° 767 t iFAtA Fiats damm (7/22) see toveme aide far � ttepteoes 00 Pmvkxnt editm s *0 Rs 3 � f aoj go iii11 ees° IiE � €t ao a�7 AS �I F� e r i r7j, Pit � 94 {{ �I 1� 11013 m no o©❑ oQ w 0013 ©O It I700 pp Iq A N ELEVATION CERTIFICATE, PAGE 3 Building Photographs See Instructions for Item A6 263635 Use: BWWv Sheet Addmw (rduft Apt., Utz, SLft and/or W- No.) or P.O. Route and Box 1208 N.W. 9V Sbad City State ZIP Code CaMoW NAIC Number Miami Shores. Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs then will fit on this page, use the Continuation Page. FRONT REAR VIEW 9 -10-13 FEMA FORM 086 -0-33 (7/12) REPLACES ALL PREVIOUS ADDITIONS I QOUTE Attention: Project Title: MELLO RESIDENCE Title: OOUfE ;,Project Description: Company Name: LEO PROFESSIONAL P.O. Number. HOME IMPROVEMENT CORP. Address: ;202 SW 14TH PL Invoice Number: 1 City, State Zip Code: MIAMI,FLORIDA. Term: 33135 Date: 9/12/1312:00 a.m. manco air inc. CACO 58505 197 NW 104 Avenue Coral Springs, FL 33071 Phone 305.409.7719 Pedro DeMello 1205 N E 95 st Miami Shores, FL 33238 Comments or Special Instructions: [�-T' • Lei 11 DATE 7 -1 -13 Quotation # Customer ID Prepared by. Mike Manno Description I AMOUNT for complete change out of a/c/ equipment and repair/ replace ductwork as needeed (1) 5 ton hi efficient complete system: Air handier and condensing unit (1) concrete slab and be downs, additional copper 7/8 and 3/8 as needed ( insulated ) (1) additional duct runs to west side of house All work as per approved plans with city warranty on new equipment principle on site for inspectoin THANK YOU FOR YOUR BUSINESSI TOTAL 1 $ PROPOSAL PROPOSAL SUBMITTED TO: *~If 0%w 0 U K a ai "now a" aR won* 1 1 1115 •irynrwlr 14"% 6" T1VV NAME ADDRESS -1 PHONE NO. PROPOSAL NO. SHEET NO. 0 DATE 0 � �.5 El WORK TO BE PERFORMED AT We ereby propose to furnish materials and perform the labor necessary for the completion of O ps�WV4,1tg C A7 r Jo g VV t� , Tqs MAU 1 (3 ptg rW Af bete" r3 14 Pry-et�_ -f-0.3 acv ,!?t ors 4 -I` s s t v t,� a V ft,�' CAV Mov 10V fj w Vte- ' Ali material is guaranteed to be as specified, and the above work to be performed In accordance with the drawings and specifications submitted for above work, arui completed in a workmanlike manner for the sum of O �>� 4-14OV - - i 0 Dopers ($ - f70 0 with payments to be made as follows: Any alteration or deftfon ko° above qxdftcafts kwon arms Respecthtlly submitted; costs wtll be executed only upon wd ten order, and wM become an extra dmqp over and above the ate. All agreemerlls oontio- gwd upon Wkw. scaderds, or delays bsymW our cw&DL Per Note —M pwpwaf may be withdrawn by us N not accepted wWn days. The above pines, specifications and conditions are satisfactory and are hereby accepted. You are 76e ed to do the work as spa' led. Payments will be made as outlined above. / / Signature r Gy Z/ Date 06 , t /3 Signature A438118/T-46118 e Miami -Dade My Home ' ' My Home :. a Show Me: Property Information - Search By: Select Item Text only Report Homestead Fraud Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary nataiic- Folio No.: 11- 3206 - 014 -4100 Property: 1208 NE 95 ST Mailing CYNTHIA DA COSTA Address: MAGGESSY Beds /Baths: PEDRO HENRIQUE Floors: ORREA DE MELLO Livin Units: 1208 NE 95 STREET MIAMI di Sq Foota e: SHORES FL Lot Size: 3138- Pronerty Information: Primary Zone: 1400 SGL FAMILY - 2012 001 -3250 SO CLUC: 0001 RESIDENTIAL - I uildin Value: SINGLE FAMILY Beds /Baths: /2 Floors: 1 Livin Units: 1 di Sq Foota e: 12,188 Lot Size: 10,000 SO FT Year Built: 1949 MIAMI SHORES SEC 3 PB 10 -37 LOT 15 - 16 Legal BLK 85 LOT SIZE Description: IRREGULAR 75R- 35643 OR 28566 -2284 1031301 Assessment Information: ear: 2013 2012 Land Value: $126,096 119,876 I uildin Value: $148,346 164,074 Market Value: $274,442 283,950 ssessed Value: $155,521 1$152,922 FYpmntinn Information- ear: 2013 2012 Homestead: $25,000 $25,000 nd H e t YES YES d$500 $105,021 $ 500 School Board: $50,000 $50,000 Taxable Value Information: Exemption / I Exemption/ Taxable Taxable County: $100,500/ $100,500/ Property Boundary $55,021 $52,422 City: $50,500/ $50,500/ Highway $105,021 $102,422 School Board: $25,500/ $25,500/ Page 1 of 2 Aerial Photography - 2012 0 111 it My Home I Property Information I Property Taxes I My Neiahbprhood I Property Aporaiser Home I Using Our Site Phone Directory I Privac I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2 .miamidade.gov /myhome /propmap. asp 8/28/2013 Legend Property Boundary Selected Property Street ,4%0 Highway Miami -Dade County Water Wl E S 8/28/2013 Miami -Dade My Home C-'- "' -__ -" 1 $13U,U21 1 $11/,4V 1 Sale Information: ale Date: ale Amount: 00 al e O/R: ta/2013 ales Qualification esc ' on: ualified as a resuft ination of the View Addltional Sales Additional Information: miry Development District miry Redevelopment Area erment Zone Ise Zone Land Use )evelopment Boundary Valorem Assessments http:// gisims2. miamidade .gov /myhome /Propmap.asp Page 2 of 2 8/28/2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: �e I3 -/ DATE: n' c L-D ;�'C) .FEZ G 0 (NAME) o Contractor r�rOwner o Architect Picked up 2 sets plans nd (other) Address: Z� z�� /,/'�''Cr��S From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: PERMIT CLERK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 6, 2013 Permit No: RC13 -1197 Building Critique — Sved Ashraf 1. 1. BASE ON THE FLOOD MAP 12086C0306 DATED 09 -11 -09 A PORTION OF THE RESIDENCE MAY BE LOCATED WITH IN FLOOD ZONE AE -8. IF ANY PORTION OF A STRUCTURE ON THE SITE IS WITHIN THE AE -8 FLOOD ZONE THE ELEVATION CERTIFICATE SHOULD REFLECT AE -8 ON SECTION B8 AND SHOULD SPECIFY THE REQUIRED BASE FLOOD ON SECTION B9. CHECK SECTION 2, ACCORDING TO THE ENERGY CALCULATIONS PROVIDED THE RESIDENCE HAS A CRAWL SPACE. FINISH FLOOR ELEVATIONS SHOULD BE REFLECTED ON THE FLOOR PLAN. 2. 2. PROVIDE THE TAX PARCEL NUMBER ON SECTION A3 OF THE ELEVATION CERTIFICATE. 3. 3. SECTION D IS INCOMPLETE. 4. 4. MISSING 2ND PAGE OF ELEVATION CERTIFICATE. MAKE SURE REQUIRED INFORMATION IS PROVIDED, INCLUDING CROWN OF ROAD ELEVATION. 5. 5. PROVIDE COPY OF EXECUTED CONTRACT. THE CONTRACT SHOULD BE DETAIL AND SHOULD INCLUDE THE COST OF ALL COMPONENTS, INCLUDING ITEMS TO BE PROVIDED BY OWNER. 6. 6. INSULATION REQUIREMENTS SHOULD BE REFLECTED ON PLANS, INCLUDING THE INSULATION OF THE CRAWL SPACE 7. 7. SEE STRUCTURAL COMMENTS FOR ADDITIONAL REQUIREMENTS. Structural Critique — Syed Ashraf 1. 1. ON A -1.0 ARCHITECT IS DELEGATING WORK OF COLUMN VERIFICATION TO CONTRACTOR. THE A/E OF RECORD SHALL VERIFY THE COLUMNS (SIZE & REINFORCEMENT) AND SUBMIT A SAFE DESIGN 2. 2. IN DETAIL 9/A -3.1 SPECIFY THE LAP LENGTH OF THE MASONRY BAR AT THE BOTTOM Electrical Critique 1. Mechanical Critique complete, Plan review Is not when all Items above are corrected, we will do a complete plans and replace with new revised sheets and include one set of voided sheets In the re-submittal drawings. Resslon: To proteet,.promote & improve the health of all people In Florida through integrated state, county & community efforts. � �� r HEALTH Vlslon : To be the Healthiest State In the Nation Pedro Mello 1208 NE 95 Street:.._ - Miami, FL 33138 RE: Contingency Letter Application Document No: AP1116798 Centrax Permit Number: 13 -SC- 1488900 OSTDS Number. 1208 NE 95 St Miami, FL 33138 Lot:15, 16 Block:85 Dear Applicant: August 22, 2013 Subdivision: Miami Shores Sec 3 Rick Scott Governor John H. Armstrong, MD, FACE State Surgeon General & Secretary This will acknowledge receipt of an application dated 08/09/2013 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit is granted for the replacement of windows and doors. There will be no increase in sewage flow or characteristics and no impact on the unobstructed area. **** ***** * * **** *APPROVED ****** * *** ***** * * * * ** If you have any questions on this matter, please call our office at (305) 623 -3500. Sincerely, Betsy Lange, Engineering Specialist II Enclosures cc: Florida Department of Health www.FloridasHealth.com In DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623 -3500. FAX: (305) 623 -3645 1 YOUTUBE: fidoh f Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 1 ✓ � �`— l� DATE: 00 I. ROO&O .vl4ac9 Contractor Owner n Architect 2 sets ohlans an Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: M1 PERMIT CLERK INITIAL: RESUBMITTED DATE: �® �"� PERMIT CLERK INITIAL: = a A R Architecture, LLC JUL is :) _,.3 7700 Congress Ave., Suite #1117 ,Boca Raton, FL 33487 Phone: 561.241.6376 Cell: 305.519 -1178 E -mail: adam(&-ar- architecturefirm.com July 3`d, 2013 BUILDING DEPARTMENT MIAMI SHORES VILLAGE 10050 N.E. 2ND AVE Miami Shores, FL 33138 PH. (305) 795 -2204 PROJECT INFORMATION: Permit Number: 13 -1197 Address: 1208 N.E. 95TH STREET Project name: MELLO RESIDENCE GENERAL RESPONSE TO ALL COMMENTS BELOW: ALL REVISIONS ARE CLOUDED ON REVISED DRAWINGS WITH REVISION TRIANGLE #1 DATED 2013- 06 -12. Comments by: Norman Bruhn CBO 305 - 762 -4859 Comment #1: Provide approval from HRSIDOH Response: Floor plan layout has not changed for this phase of the renovation. Please refer to revised Floor Plan on sheet A -1.0 Room Finish Schedule on sheet A-4.0. We have also removed rear stair from this phase of the project. Exterior stair permit drawings wiiH be submitted under separate permit Approvals from HRSIDOH are not required at this time for this phase of the project Comment #2: The permit application does not match the plans. Correct the description of work. Response: Acknowledged. To be provided by others. Comment #3: Provide a separate permit for the patio /steps. Response: As per response to comment #1 above, we will submit separate set of permit for patio /steps permit No longer part of this phase of the project & s. 4 Comment #4: ,, This structure is located in a special flood hazard area. Provide an elevation certificate that is up to date. Res nse: Acknowledged. To be provided by others. Comment #5: The substantial improvement verification form is incomplete. Complete form and provide a detailed cost of construction including fixtures and finishes. Wea-* ea --(A Response: ®�, Cam,,,, 9Ac-;1 Acknowledged. To be provided by others. P-W 0-- P /Comment #6: Provide complete energy calculations. Response: Revised energy calculations are provided by Whitelocke and Williams Consulting Engineers. Comment #7: The wind load design criteria is wrong. The correct criterion is ASCE 7 -10175 mph Exposure C. Response: Please refer to revised Project Data on sheet A -1.0. Comment #8: Identify all interior bearing walls on the plans. Provide a roof and ceiling framing plan to show all bearing points and detail all new required bearing. Response: From visual on site observation one interior load bearing wail has been identified please refer to revised Floor Plan on sheet A -1.0. Additional observations will be conducted during demolition and plan revisions will be made if required. Existing roof framing or it's bearing points are not being modified in any way. Again, most existing ceilings are being left as is, except few soffits and addition of crown moldings. Comment #9: Provide detail for masonry infills including all connections Response: Please refer to provide new detail #4 on sheet A -3.0. /Comment #10: All altered openings must meet the design loads per FBC Existing 707. Provide reinforced walls at all altered openings. Response: Please refer to revised Floor Plan on sheet A -1.0 and detail #4 on sheet A- 3.1. ,. omment #11: The AC may not be located in the side yard setback. Response: Please refer to revised Floor Plan on sheet A -1.0 showing new A/C located on existing concrete pad behind the kitchen. Comment #12: Provide product approvals for all new /altered openings that have been reviewed and signed approved by the designer of record. Response: Ac nowledged. Approved product approvals are part of this resubmittal. Comment #13: Identify the emergency rescue and escape window in each sleeping room. Response: Please refer to revised Floor Plan on sheet A -1.0 and Window Types and Sched es on sheet A-4.0. omment #14: Provide required handrails at steps. Provide details of hand railings. Response: Steps are no longer part of this phase of the project. Comment #15: Plans must include insulation requirements. Response: From visual observation there is approximately 12" of existing blown -in insulation of approximate R -Value of 43.2. Comments by: David Daquisto- Planning 305 - 762 -4864 Comment #1: A/C pad and unit must be located not less than 10 feet from side plot line Response: Patio /Steps are no longer part of this phase of the project. Now A/C will be located on existing concrete pad behind the kitchen. Please refer to revised Floor Plan on sheet A -1.0 showing relocated AC. Comments by: Mehdi Asraf- Structural 305 -795 -2204 Comment #1: Provide wind load calcs for doors/windows. Response: Acknowledged. To be provided by others. Comment #2: r , y On A -1.0, indicate v -175 mph, GCpi= +/- 0. 18, ASCE 7 -10. Response: Please refer to revised Project Data on sheet A -1.0. J Comment #3: On A -1.0, it is indicated that cmu is to be removed, indicate extent of removal and any retrofit of the structure due to it. Response: Please refer to detail #4 on sheet A-3.1 Comment #4: Indicate +/- wind pressures for the proposed doors/windows on plan. Response: Please refer to revised Floor Plan on sheet A -1.0. If you should have any questions concerning this letter, please contact the office immediately. Thank You Ad m Rydzewski AR Architecture, LLC I �013- 911 Contractor Owner Architect Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT &TF: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dent to permitting process. Acknowledged by- 4" - PERMIT CLERK INITIAL: RESUBMITTED DATE: —� 1 ,3 PERMIT CLERK INITIAL: eA- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 11, 2013 Permit No: RC13 -1197 Planning Critigue 1. A/C pad and unit must be located not less than 10 feet from side plot line. David Daquisto 305 - 762 -4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. . I Miami shores Village Buildin g Department artment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: '612,113 Structural Critique Sheet Page 1 of 1 � E co L-jHw,S FPLo o o k -�k si ij i-,J b J'0 STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Mehdi Asraf P C A' t- C S --4�0 V� b-'Q c �� /►ks i ,.r ®-c w i. �v m A -1. ® i0,D-Ach -1 ✓ , N c R�[ i V:: -1a- S v-D i` I"f I,S Irva''CA7€ Z +wT �s+"1U GyIeV -( &-F JZE Hou4 I, -A-rj �� + - ;F a AL 6 --4--JO ic:� '(® D pi A-Ni 0-C- Ta -0��'i F ,14A C &-i uc-jua -E Dv c -to livof,*Cpr -1 e —f Qo'N V pl'p ,-Ti 4.", e r 1 f V0 � E co L-jHw,S FPLo o o k -�k si ij i-,J b J'0 STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Mehdi Asraf � r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 11, 2013 Permit No: RC13 -1197 Mechanical Critiaue — Jan Pierre Perez 1) missing heat loads Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re- submittal drawings. Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -gl�3 1113 Permit No: Structural Critique Sheet Page 1 of 1 CID e 1'j A e A i'-C E C CDC CbL'Uq&1 14EP -4,� t'e 411 o N -ro C00'C�c� % _ �ki� �� p -Fc-r'i2D g- HAtd,- 4SA-k- A 7 -tH t &0 -CY6 ry . STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re- submittal drawings. Mehdi Asraf t, SEP 2 6 ui3 WHITEL®CKE & WILLIAMS CONSULTING ENGINEERS Mello Residence 1208 NE 95 Street Miami Shores, Florida 33138 Revised Energy Calcs 09 -21 -13 18446 OLD PRINCETON LANE, BOCA RATON, FLORIDA 33498 • PHONE: 561-703-0625/954-372-5041 9 FAX 360451- 8720!428-752-1484 * WANDWCE.COM . FORMA 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Mello Res Builder Name: Street: 1208 NE 95 Street Permit Office: Miami Shores City, State, Zip: Miami Shores, Fl, 33138- Permit Number. 13-1197 Owner. Jurisdiction: Miami Shores 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (1575.9 sgft.) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 1347.80 W b. Concrete Block - Int Insul, Adjacent R=4.1 228.08 ft2 3. Number of units, if multiple family 1 c, N/A R= ftz 4. Number of Bedrooms 3 d. N/A R= fe 5. Is this a worst case? No 10. Ceiling Types (1671.0 sgft.) Insulation Area a. Under Attic (Vented) R =30.0 1671.00 ft' 6. Conditioned floor area above grade (ft� 1671 b. WA R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= fta 11. Duds R ft' 7. Windows(383.0 sgft.) Description Area a. Sup: Attic, Rat RoomslnBlock1, AH: RoomslnBto 6 200.2 a. U- Factor. Sgl, U =0.75 383.00 ft SHGC: SHGC =0.50 b. U- Factor. N/A ftz 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 58.0 SEER:17.00 c. U- Factor. N/A fts SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor. N/A fta a. Electric Strip Heat 34.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.419 ft. Area Weighted Average SHGC: 0.500 14. Hot waters ems Y a. Electric Cap: 60 gallons 8. Floor Types (1671.0 sgft.) Insulation Area EF: 0.930 a. Crawlspace R =0.0 1671.00 fN b. Conservation features b. N/A R= ft' None c. N/A R= ftE 15. Credit Pstat Total Proposed Modified Loads: 48.72 Glass/Floor Area: 0.229 PASS Total Standard Reference Loads: 60.88 1 hereby certify that the plans and specifications covered by Review of the plans and Q�'CK� Spq this calculation are in compliance with the Florida Energy specifications covered by this ti. Code. calculation indicates compliance `r? with the Florida Energy Code. +nn ,., •�. '=__' �� Q PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 i� a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'O� 1 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist A/20/2M 3 3:47 PM EneravG21Jae0 USA - Flallm201 n Sectinn 4n5.4.1 Comnliant Sofiwara Pane 1 of 5 ' PROJECT Title: Building Type: Ownet: ' # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/ExWng: Comment: Mello Res FLProp2010 # 1 Miami Shores Miami Shores 232600 Single - family EAsting (Projected) Bedrooms: 3 Conditioned Area: 1671 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street County: City, State, Zip: Street Address 1208 NE 95 Street Miami -Dade Miami Shores, FI , 33138 - CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1671 14203.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 RoomslnBlodcl 1671 14203.5 Yes 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PerUVall Ins. R -Value Area Floor Joist R Value Tile Wood Carpet 1 Crawispace RoomsinBlock1 130 ft 0 1671 fta 0 0.5 0.5 0 ROOF 1/ # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insui. (deg) 1 Hip Barrel tile 1722 ft2 0 ft' Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1671 ft2 N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlodc1 30 1671 f12 0.11 Wood ' WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 9 nmt To Wall Type .1 , E , Exterior Concrete Block - Int InsffioomslnBloc 4.1 37 8 6 314.5 ftz 0 0.3 0 2 W Exterior Concrete Block - Int Ins8loomsInBloc 4.1 8 8 8 6 73.66666 0 0.3 0 3 S Exterior Concrete Block - Int Insi loomslnBloc 4.1 55 9 495 ft2 0 0.3 0 4 N Exterior Concrete Block - Int Ins(loomsinBloc 4.1 39 8 8 6 337.1666 0 0.3 0 5 N Exterior Concrete Block - Int InsMoomslnBloc 4.1 15 8 6 127.5 ft2 0 0.3 0 6 W Garage Concrete Block - Int lns6loomslnBloc 4.1 26 10 8 6 228.0833 0 0.01 0 DOORS # Omt Door Type Space Storms U Value Heightln Area Ft In In Ft 1 N Wood RoomslnBloc None 0.460000 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E 1 Metal Single (tinted) Yes 0.75 0.5 N 24 f12 1 It 6 in 2 It 0 in HERS 2006 None 2 E 1 Metal Single (Tinted) Yes 0.75 0.5 N 9 ft2 1 It 6 in 2 It 0 in HERS 2006 None 3 W 2 Metal Single (Tinted) Yes 0.75 0.5 N 4 ft2 10 ft 0 in 1 it 0 in HERS 2006 None 4 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 100 ftz 1 ft 6 in 1 It 0 in HERS 2006 None 5 S 3 Metal Single (tinted) Yes 0.75 0.5 N 120 iP 1 It 0 in 1 ft 0 in HERS 2006 None 6 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 24 ft2 1 It 6 in 1 ft 0 in HERS 2006 None 7 N 4 Metal Single (Tinted) Yes 0.75 0.5 N 60 ft2 6 ft 0 in 1 it 0 in HERS 2006 None 8 N 4 Metal Single (Tinted) Yes 0.75 0.5 N 24 ftz 6 It 0 in 1 It 0 in HERS 2006 None 9 N 5 Metal Single (Tinted) Yes 0.75 0.5 N 18 ft2 1 It 6 in 2 ft 0 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 506 ftz 506 ft2 64 ft 8 It 1 INFILTRATION # Slope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1577.9 86.624 162.91 0.2484 6.6655 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts E- 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 17 58 kBtu/hr 1740 cfm 0.75 1 sys#1 a HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.93 60 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None fta DUCTS — Supply — — Return — Air Percent HVAC # \/ # Location R Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 200.2 ft RoomslnBloc 10 fN DSE =0.88 RoomslnBl 0.0 cfm 0.00% 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling ting Jan Feb Mar ((XX�� Jun [X] Jul Apr � Aug �Xj �X Sep [X� � OOcct � Nov De � Xq ( may Jun [[�Xll Jul Aug LL�X]] Sep [[[�xx]]] t Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Goofing (WD) 80 80 78 78 78 78 78 78 78 78 PM 78 78 Cooling (WEH) AM 78 78 78 78 78 76 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) 68 68 68 68 PM 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 t17e7:ii�iCf�b'ffi[�7 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Buildina Performance Method ADDRESS: 1208 NE 95 Street PERMIT #: 13 -1197 Miami Shores, Fl, 33138- MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and B doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: v gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, f programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. t� No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from ` site - recovered energy. Off /timer switch required. Gas heater; minimum thermal efficiency--78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. Building Input Summary Report 9120/2013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 1 of 4 PROJECT Titre: Mello Res Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. Conditioned Area: 1671 sq.ft. BloddSubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 1208 NE 95 Street Permit Office: Miami Shores Rotate Angie: 0 County: Miami -Dade Jurisdiction: Miami Shores 232600 Cross Ventilation: City, State, Zip: Miami Shores, Family Type: Single - family Whole House Fan: Fl, 33138- New/Existing: Existing (Projected) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.1144 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Space Exposed Per! Wall Ins. RValue Area Floor Joist R Value Tile Wood Carpet 1 Crawlspace Main 130 ft 0 1671 ftz 0 0.5 0.5 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1722 fta 0 ft' Medium 0.75 No 0.9 No 0 14 9120/2013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 1 of 4 Building Input Summary Report 9/2012013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 2 of 4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1671 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic Q Main 30 1671 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Pro ect" section above. Ad1'acent ITo Space Cavity Width He�'ght Sheathing Framing Solar Below # Omt Wall Type R - Value Ft In Ft In Area R -Value Fraction Absor. Grade% 1 E Exterior Concrete Block - Int Insul Main 4.1 37 8 6 314.5 ft2 0 0.3 0 2 W Exterior Concrete Block - Int Insul Main 4.1 8 8 8 6 73.67 ft2 0 0.3 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 495 ft2 0 0.3 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 8 8 6 337.17 ft2 0 0.3 0 5 N Exterior Concrete Block - Int Insul Main 4.1 15 8 6 127.5 ft2 0 0.3 0 6 W Garage Concrete Block - Int Insul Main 4.1 26 10 8 6 228.08 ft2 0 0.3 0 DOORS Width Height # Omt Door Type Space Storms U -Value Ft In Ft In Area 1 N Wood Main None 0.46 3 6 8 20 ft2 WINDOWS Wail Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 E 1 Metal Single ( Tnted) Yes 0.75 015 N 24 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 50% 2 E 1 Metal Single (Tinted) Yes 0.75 0.5 N 9 ft2 1 ft 6 in 2 It 0 in Drapestblinds Exterior 50% 3 W 2 Metal Single (Tinted) Yes 0.75 0.5 N 4 ft2 10 It 0 in 1 ft 0 in Drapes/blinds Exterior 50% 4 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 100 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds Exterior 50% 5 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 120 ft2 1 ft 0 In 1 ft 0 in Drapestblinds Exterior 50% 6 S 3 Metal Single (Tinted) Yes 0.75 0.5 N 24 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds Exterior 50% 7 N 4 Metal Single (Tinted) Yes 0.75 0.5 N 60 ft2 6 ft 0 In 1 It 0 in Drapes/blinds Exterior 50% 8 N 4 Metal Single (Tinted) Yes 0.75 0.5 N 24 ft2 6 ft 0 in 1110 in Drapesiblinds Exterior 50% 9 N 5 Metal Single (Tinted) Yes 0.75 0.5 N 18 fl2 1 ft 6 in 2 ft 0 in Drapes/blinds Exterior 50% INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000300 1314.9 72.187 135.75 0.2070 5.5546 All 9/2012013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 2 of 4 Building Input Summary Report 9/20/2013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 3 of 4 GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 506 ft2 506 ft2 64 ft 8 ft invalid MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless Block 1 Electric Strip Heat None COP: 1 34 kBtu/hr False 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless Block 1 Central Unit Split SEER: 17 58 kBtu/hr 1740 cfm 0.75 False 1 HOT WATER SYSTEM # System Type SubTyps Location EF Cap Use SetPnt Credits 1 Electric None Garage 0.93 60 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Collector Type rift Azimuth Area Absorp. Trans Loss Coef. Prod. Corr. Tank Volume Tank Tank Heat PV Pump U Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply Return # Location R -Value Area Location Area Number Leakage Type Air Handier Percent CFM 25 Leakage ON HVAC # RLF Heat Cool 1 Attic 6 200.2 W Main 10 ft2 1 Default Leakage Main Default Default 1 1 TEMPERATURES Programable Thermostat Y Cooling ting H Jan Feb Ceiling Fans: N [)(] Mar Apr May Jun [ j Jul Jun [ ]Jul Aug Aug [)(] [ ] Sep [ ]Sep Jf Oct Oct t�� Nov 7C Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM Cooling (WEH) AM PM Heating (WD) AM PM Heating (WEH) AM PM 78 78 78 80 80 78 78 78 78 78 78 78 66 66 66 68 68 68 66 66 66 68 68 68 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 66 66 68 68 68 68 78 78 78 78 68 68 68 68 78 80 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 9/20/2013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 3 of 4 Building Input Summary Report 9/20/2013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 4 of 4 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1792 kWh/Yr Peak Value: 585 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 2726 kWh/Yr Peak Value: 500 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0,114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts BLOCKS Number Name Area Volume 1 Biockl 1671 14203.5 14203.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1671 14203.5 Yes 4 3 Yes Yes Yes 9/20/2013 4:36 PM EnergyGauge® / USRFSB v3.0 Page 4 of 4 ENERGY PERFORMANCE LEVEL (EPL) b r DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX'S = 80 The lower the EnergyPerformance Index, the more efficient the home. 1208 NE 95 Street, Miami Shores, Fl, 33138- 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 1347.80 fI2 b. Concrete Block - Int Insul, Adjacent R=4.1 228.08 if 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R =30.0 1671.00 ft2 6. Conditioned floor area (ft2) 1671 b. N/A R= ft2 7. Windows'* Description Area c. N/A R= a ft2 a. U-Factor Sgl, U =0.75 383.00 ft2 11. Duds a. Sup: Attic, Ret: RoomslnBlock1, AH: RoomsinBlo R ftz 6 200.2 SHGC: SHGC =0.50 SHGC: b. U- Factor. N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency C. U- Factor. N/A ft' a. Central Unit 58.0 SEER:17.00 SHGC: d. U- Factor. NIA ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 34.0 COPA.00 Area Weighted Average Overhang Depth: 2.419 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 60 gallons a. Crawlspace R--O.O 1671.00 fe a. Electric EF: 0.93 b. N/A R= ft2 c. NIA R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site .at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. `Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software