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RC-13-1903s i FERNANDO GOMEZ-PINA P.E. CONSULTING ENGINEER 250 CATALONIA AVE, # 404 CORAL GABLES, FL 331 34 TEL: (305) 461 -21 68 FAX: (305) 461-2238 STRUCTURAL CALCULATIONS Remodeling for Miami Shores 2 NW 108 St Miami Shores, Florida TABLE OF CONTENTS • Wind Load Calculations ......................... ............................... Sheets 1- 4 wd; J.ura \q03 0%%IM1111111 // .• OEZ -P,jV� .",,, Gi o••••ee•e•• ��` Ate• � • � � •• �C • 1 • = Q: -j 0. x' 0 Q� CO '' `>' ••• F LO ROFESS t �` 4 MECAWind Version 2.1.1.4 per ASCE 7 -1 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 7/8/2013 Project No. Company Name FERNANDO GOMEZ -PINA, P.E. Designed By Address 250 CATALONIA AVE SIUTE 404 Description City CORAL GABLES Customer Name State FL, 33134 Proj Location File Location: C: \Users \User \Desktop \Old Desktop \BACKUP 2011 \USER'S P \Rev -1 \WIND CALC..wnd BARBARA FERNANDEZ F.G.P. REMODELING FOR MIAMI SHORES 2 NW 108 ST, MIAMI SHORES. FL ERSONAL FILES \Barbara \CAD- FILES \Tony Pino Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category Natural Frequency N/A Flexible Structure Importance Factor = 1.00 Kd Directional Factor Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg At = 0.11 Bt Am = 0.15 Bm Cc = 0.20 1 Epsilon = 0.20 Zmin Slope of Roof = 4.5 : 12 Slope of Roof(Theta) Ht: Mean Roof Ht = 11.13 ft Type of Roof RHt: Ridge Ht = 14.00 ft Eht: Eave Height OH: Roof Overhang at Eave= 2.00 ft Roof Area 2 Bldg Length Along Ridge = 47.83 ft Bldg Width Across Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 C No = 0.85 900.00 ft 1.00 = 0.65 = 500.00 ft 15.00 ft = 20.56 Deg = Hipped = 8.25 ft = 2547.00 ft^ Ridge= 48.00 ft = 0.85 = 15.00 ft 0.23 427.06 ft = 0.92 0.88 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 27.4 -1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems L Z B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) = 0.85 Kht: Topographic Factor (Figure 6 -4) = 1.00 Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd = 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6 -6) = 0.80 Roof Area = 2547.00 ft ^2 Reduction Factor based on Roof Area = 0.80 MWFRS -Udall Pressures for hind. Normal to 47.83 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) - --- ----- - - - --- -GCpi (psf) ----- - - - - -- ----- ---- - - - - -- - - Leeward Wall -0.50 -34.19 -13.83 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi ------ ---- - - - - -- - - - - -- -- - -- - - - -- - - - - - -- - - - - - -- Windward 14.00 0.86 1.00 57.08 28.64 - - - - - -- - -- - - -- -- 49.00 62.83 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(psf) - GCpi(psf) -------------- --- - - - - -- - - - - - -- -- --- - - - -- Windward - Min Cp -0.29 -24.13 ---- - - - - -- -3.76 Windward - Max Cp 0.21 -0.08 20.28 Leeward Perp to Ridge -0.60 -39.03 -18.67 Overhang Top (Windward) -0.29 -13.94 -13.94 Overhang Top (Leeward) -0.60 -28.85 -28.85 Overhang (Windward only) 0.80 39.33 39.33 MWFRS -Wall Pressures for Wind Normal to 48 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -- - - - --- ----- - - - - -- -GCpi (psf) ----- - - - - -- ------ --- - - - - Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi -- -------- - -- - -- - - - - -- -- - -- - -- -- - - - - - -- - - - - - -- - - - - - -- --- - - - - -- Windward 14.00 0.86 1.00 57.08 28.64 49.00 62.86 Note: 1) Total = Leeward GCPi + Windward GCPi I Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) - ----- ---------------------- - - - - -- - -- - -- ---- - - - - -- ---- - - - - -- 0.0 ft to 5.6 ft -0.90 -53.46 -33.09 5.6 ft to 11.1 ft -0.90 -53.46 -33.09 11.1 ft to 22.3 ft -0.50 -34.22 -13.86 22.3 ft to 47.8 ft -0.30 -24.61 -4.24 NECAWind Version 2.1.1. C 7 -1 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 7/8/2013' Project No. BARBARA FERNANDEZ Company Name FERNANDO GOMEZ -PINA, P.E. Designed By F.G.P. Address 250 CATALONIA AVE SIUTE 404 Description REMODELING FOR City CORAL GABLES Customer Name MIAMI SHORES State FL, 33134 Proj Location 2 NW 108 ST, MIAMI SHORES. FL File Location: C: \Users \User \Desktop \Old Desktop \BACKUP 2011 \USER'S PERSONAL FILES \Barbara \CAD - FILES \Tony Pino \Rev -1 \WIND CALC..wnd C a -- -����y I � �J t � '. J I �� rJ I Z�1112; 1 + 1 I J � I �'y ` 22 '3 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *VA 2 *Khcc *Kht *Kd = 56.57 psf Width of Pressure Coefficient Zone "a" = 4.452 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf -------------------------------------------------------------------------- WINDOW A 4.33 4.42 19.1 4 0.95 -1.05 63.94 -69.59 WINDOW A 4.33 4.42 19.1 5 0.95 -1.30 63.94 -83.75 WINDOW B 4.33 4.66 20.2 4 0.95 -1.05 63.71 -69.36 WINDOW B 4.33 4.66 20.2 5 0.95 -1.29 63.71 -83.29 WINDOW C 3.08 3.08 9.5 4 1.00 -1.10 66.75 -72.41 WINDOW C 3.08 3.08 9.5 5 1.00 -1.40 66.75 -89.38 WINDOW D 3.00 4.75 14.3 4 0.97 -1.07 65.22 -70.87 WINDOW D 3.00 4.75 14.3 5 0.97 -1.35 65.22 -86.31 WINDOW E 4.50 5.16 23.2 4 0.94 -1.04 63.10 -68.75 WINDOW E 4.50 5.16 23.2 5 0.94 -1.27 63.10 -82.07 WINDOW F 3.19 6.16 19.7 4 0.95 -1.05 63.82 -69.48 WINDOW F 3.19 6.16 19.7 5 0.95 -1.30 63.82 -83.52 WINDOW G 3.19 2.20 7.0 4 1.00 -1.10 66.75 -72.41 WINDOW G 3.19 2.20 7.0 5 1.00 -1.40 66.75 -89.38 WINDOW H 4.50 2.20 9.9 4 1.00 -1.10 66.75 -72.41 WINDOW H 4.50 2.20 9.9 5 1.00 -1.40 66.75 -89.38 DOOR 3.00 6.66 20.0 4 0.95 -1.05 63.75 -69.41 DOOR 3.00 6.66 20.0 5 0.95 -1.29 63.75 -83.37 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *VA 2 *Khcc *Kht *Kd = 56.57 psf X- TREIVIE MEASURES LAND SURVEYING, INC. LB # 7495 Office: 954)817 -0440 E -mail: xtrememeasures13 a hotmail.com _ la _ b _Sr to • 9T' 94+C io9vi ST U> eT /L W�I< . v nlQro 6 LEGAL DESCRIPTION: Lot 1, Block 211, "DUNNINGS MIAMI SHORES EXTENSION No. 7" According to the Plat thereof as recorded in Plat Book 52, at Page 33, of the Public Records of Miami -Dade County, Florida. PROPERTY ADDRESS: 2 NW 108th Street, Miami, Florida 33168 CERTIFIED TO: REO Asset Disposition,LLC Juan Manuel Santamarina FLOOD ZONE INFO: Community # 120652 Panel & Suffix: 0302 L Flood Zone: X Base Elevation: N/A Date of Firm: 9 -11 -09 SURVEYOR'S NOTES: 1) The above captioned Property Update was surveyed and described based on the above Legal Description: Provided by Client 2) All bearings and distances shown hereon are recorded and measured unless otherwise shown. 3) The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat and the same, if any may not be shown on this section. 4) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown (underground). 5) Fence ties are to be the center line of the fence. 6) Wall ties are to face of wall. 7) Ownership subject to opinion of the Ties. 8) Underground utilities are not depicted hereon. 9) Zoning and Setbacks are not verified by this survey. 215 v nlQro 6 LEGAL DESCRIPTION: Lot 1, Block 211, "DUNNINGS MIAMI SHORES EXTENSION No. 7" According to the Plat thereof as recorded in Plat Book 52, at Page 33, of the Public Records of Miami -Dade County, Florida. PROPERTY ADDRESS: 2 NW 108th Street, Miami, Florida 33168 CERTIFIED TO: REO Asset Disposition,LLC Juan Manuel Santamarina FLOOD ZONE INFO: Community # 120652 Panel & Suffix: 0302 L Flood Zone: X Base Elevation: N/A Date of Firm: 9 -11 -09 SURVEYOR'S NOTES: 1) The above captioned Property Update was surveyed and described based on the above Legal Description: Provided by Client 2) All bearings and distances shown hereon are recorded and measured unless otherwise shown. 3) The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat and the same, if any may not be shown on this section. 4) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown (underground). 5) Fence ties are to be the center line of the fence. 6) Wall ties are to face of wall. 7) Ownership subject to opinion of the Ties. 8) Underground utilities are not depicted hereon. 9) Zoning and Setbacks are not verified by this survey. IT Asphalt 15.00' r` ch 24' Parkway FND.I.P.I /2' 5' Conc.Walk NOID 0 N 12.90' o Nt Conc. 0 0 Lot 2 k: Block 211 Nt t. N 12.50' o FND.I.P.1 (NO IDS N. W. 108th STRi..i. 75.00' Total R/W 30.20' 15.00' Asphalt d op g 1' =20' 74.73' FND.I.P.I FND.I.P.1 /2" — — —24. -Q (NO ID) _ -_ LIJ W c Q 17.00' x A °0 I 4 '� Ln Conc. 4.70' to a I Tile x "-; C N g 15 68905648" CR FH FIRE HYDRANT WF o 00 x N CATH BASIN cc 0 cli 1.00 l I J t CBS 5 ko ' 7.00' FND I.P.I /2' 17.80' x,17.00' (N ID) )r. `` c e�� WATER VALVE (0 CHORD ET Brick _ N 17,70' ONE STORY CBS RESIDENCE# 2 8.10' x x XJ Concrete X & Driveway + y� X 0' 17.10' 0.70 6.00' W LO Ln r o Conc. 18.10' q 0' 10.00' 4' C.L.F 74.73' 15' ALLEY ro M M N Planter --16.00' x _ -_ LIJ W c Q 17.00' x A ARC 4 '� Ln Conc. 4.70' FD FOUND a I Tile x "-; BENCH MARK N g 10.60' FH FIRE HYDRANT WF o 00 x CB CATH BASIN cc 0 ELECTRIC METER 1.00 WM Z CBS x Y POO POINT OF BEGINNING WV WATER VALVE (0 CHORD ET ELECTRIC TRANSFORMER C N NAIL U- O U ENC. ENCROACHMENT FN FOUND NAIL Ln OFFSET ML etl SIP SET IRON PIPE I 1 4z>. 40.00' (NO IDJ Asphalt J I I LEGEND: A ARC OUL OVERHEAD UTILITY LINES FD FOUND 0 RECORD BM BENCH MARK EL ELEVATION FH FIRE HYDRANT WF WOOD FENCE CB CATH BASIN EM ELECTRIC METER (M) MEASURED WM WATER METER CBS CONCRETE BLOCK STUCTURE MHE ELECTRIC MANHOLE POO POINT OF BEGINNING WV WATER VALVE CH CHORD ET ELECTRIC TRANSFORMER GM GAS METER N NAIL CENTER LINE ENC. ENCROACHMENT FN FOUND NAIL 018 OFFSET ML MONUMENT LINE SIP SET IRON PIPE PC POINT OF CURVATURE T TANGENT CONC. CONCRETE FIP FOUND IRON PIPE PT POINT OF TANGANT CH.BR. CHORD BEARING CL ELEARANCE FIR FOUND IRON ROD PRC POINT OF REVERSE CURVATURE DME DRAINAGE MAINTENANCE EASEMENT N&D NAIL AND DISK CLF CHAIN LINK FENCE PCc PONT OF COMPOUND CURVATURE LME LAKE MAINTENANCE EASEMENT F.F.ELEV. FINISH FLOOR ELEVATION TYp TYPICAL Poe POINT OF COMMENCEMENT CME CANAL MAINTENANCE EASEMENT CENTER ANGLE R RADIUS SIR SET IRON ROD UE UTILITY EASEMENT DH MH DRILLHOLE MANHOLE RES RESIDENCE ONLY EASEMENTS, RIGHT OF WAYS, ETC READELY KNOWN ARE SHOWN. NO RESEARCH OTHERWISE HAS BEEN MADE SCALE; 1 "m P DRA BY: �3 3 DA �/ REVISIONS: JOB NO A3 sW O BOUNDARY SURVEY t SCRVEKIR'S CERTIFICATE: I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Surveyors and Mappers in Chapter 61G17 -5 Florida Administrative Code, pursuant to section 472.027, Florida Statutes. And is True and correct to the best of my knowledge and belief. The survey depicted X- TRIEMJE 1VS]W URIE S Is not covered by 117ITI Professional Liability Insuancx. NOT VALID WTrHOUT THE SIGNATURE:AND ORIGINAL RAISED LAND SURVEYING, INC. r -`--S A FLORIDA LICH ED SURVEYOR AND PER LB # 7495 Office: 954)817 -0440 DONALD T. E -mail: xtrememeasures13Lwhotmail.com PROFESSION D MAPPER NO.5851 STATE OF FLORIDA • FORM'405 -10 FLORIDA) ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Dpartment of Business and Professional Regulation - Residential Performan Method Project Name: INTERIOR REMODELING RESIDENCE AT 2 NW 108 Builder Name: Street: 2 NW 108 STREET Permit Office: MIAMI S City, State, Zip: MIAMI SHORES, FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types (1280.0 nsulatio Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R =3.0 1280.00 1`12 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Gelling Types (1886.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R =19.0 1556.00 ft2 6. Conditioned floor area above grade (1`12) 1886 b. Cathedral/Single Assembly (Vented) R =19.0 330.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R 1112 7. Windows(243.4 sqft.) Description Area a. Sup: Attic, Rot: Attic, AH: Main 6 377.2 a. U- Factor. Sgl, U =1.06 243.40 ft2 SHGC: SHGC--0.43 b. 1.1-Factor N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 46.0 SEER:16.00 c. U- Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor. N/A fta a. Electric Strip Heat 25.5 COP:1.00 SHGC: s Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.430 14. Hot waters ms a. Natural Gas Cap: 50 gallons 8. Floor Types (1886.0 sgft.) Insulation Area EF: 0.590 a. Slab -On -Grade Edge Insulation R=0.0 1886.00 ft2 b. Conservation features b. N/A R= ft2 None c. WA R= ftz 15. Credits Pstat Glass/Floorkea: 0.129 Total Proposed Modified Loads: 45.05 PACs Total Standard Reference Loads: 57.48 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance he Florida Energy specifications covered by this 0,�itE Code. calculation indicates compliance,, with the Florida Energy Code. fr,a „ ..........: PREPARED BY: r i Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 sr~ Ri 1;7 t 0 0 o s a o s o 00 <?�'�,� \`����® I hereby certify that this buil�lhtgg Aor§hk, in°sd�p`Vnce Florida Statutes., with the Florida Energy Co ,�: 1� 4 ' =_ ODD WE _ - OWNER/AGENT: o U e 0o. BUILDING OFFICIAL: DATE: % = DATE: e o o fk` ®� - Compliance requires comp,darner and Insulation Inspection Checklist 61101201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 6110!201311:27 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/EAsting: Comment: INTERIOR REMODELING RE User 1 MIAMI SHORES 232600 Single - family New (From Plans) Bedrooms: 3 Conditioned Area: 1866 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 2 NW 108 STREET DADE MIAMI SHORES, FL, CLIMATE J Design Location TMY Site IECC Design Temp 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 1886 15088 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 Main 1886 15088 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 4 1 Slab -On -Grade Edge Insulation Main 162 ft 0 1886 fta 0 0 1 ROOF / ±/ # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emttt Deck Pitch Tested insul. (deg) 1 Hip Barrel the 2043 ft' 0 fta Medium 0.25 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1886 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 2 Under Attic (Vented) Cathedral/Single Assembly (Vented) Main 19 1556 ftz Main 19 330 ftz 0.11 0.11 Wood Wood 6110!201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 6110/201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS nrrA Adjacent TO Wall Type Space Cavity R--Value Width Et In Height Ft in Ama Sheathing Framing Solar R--VW,ie Fraction Absor Below rmde% 1 N Exterior Concrete Block - Int Insul Main 3 38 8 304 fta 0 0.3 0 2 S Exterior Concrete Block - Int Insul Main 3 38 8 304 fta 0 0.3 0 -3 E Exterior Concrete Block - Int Insul Main 3 42 8 336 ft' 0 0.3 0 4 W Exterior Concrete Block - Int Insul Main 3 42 8 336 fta 0 0.3 0 DOORS # Omt Door Type Space Storms U -Value Width He gh I Area Ft In F n 1 N Wood Main None 0.460000 2 8 6 8 17.TrM 2 S Wood Main None 0.460000 2 8 6 8 17.77777 3 S Wood Main None 0.460000 2 8 6 8 17.77777 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.06 0.43 18.41666 1 ft 0 in 6 ft 0 in Drapes/blinds None 2 N 1 Metal Single (Tinted) Yes 1.06 0.43 18.41666 1 ft 0 in 8 ft 0 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 1.06 0.43 36.25 ft' 1 ft 0 in 5 ft 0 in Drapes/blinds None 4 S 2 Metal Single (Tinted) Yes 1.06 0.43 10 ft2 1 ft 0 in 6 ft 0 in Drapes/blinds None 5 S 2 Metal Single (Tinted) Yes 1.06 0.43 22.08333 1 ft 0 in 6 ft 0 in Drapes/blinds None 6 S 2 Metal Single (Tinted) Yes 1.06 0.43 17.35416 1 ft 0 in 5 ft 0 in Drapes/blinds None 7 E 3 Metal Single (Tinted) Yes 1.06 0.43 39 ftz 1 ft 0 in 4 ft 5 in Drapes/blinds None 8 E 3 Metal Single (Tinted) Yes 1.06 0.43 12.5 fta 1 ft 0 in 5 ft 0 in Drapes/blinds None 9 E 3 Metal Single (Tinted) Yes 1.06 0.43 22.08333 1 ft 0 in 5 ft 5 in Drapes/blinds None 10 E 3 Metal Single (Tinted) Yes 1.06 0.43 4 ftz 1 ft 0 in 3 ft 0 in Drapes/blinds None 11 W 4 Metal Single (Tinted) Yes 1.06 0.43 27.44444 1 ft 0 in 4 ft 5 in Drapeslblinds None 12 W 4 Metal Single (Tinted) Yes 1.06 0.43 4.340277 1 ft 0 in 3 ft 0 in Drapes/blinds None 13 W 4 Metal Single (Tinted) Yes 1.06 0.43 9.506944 1 ft 0 in 4 ft 0 in Dmpes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2473.50 135.792 255.376 0.34500 9.83631 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 25.5 kBtu/hr 1 sys#1 6110/201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 6110;101311:27 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 None SEER: 16 46 kBtu/hr 1380 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas None Exterior 0.59 50 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 ft2 DUCTS / — Supply — — Return — Air Percent HVAC # V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 377.2 ft2 Attic 94.3 ft2 Default Leakage Main (Default) c(Default) % 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Heating an Feb Jan Feb Mar Mar Apr Apr May Jun Jul Jun Jul Au Aug Se Sep Oct Oct Nov Nov Dec Venting Jan Feb Mar 6MAay Jun Jul Aug Sep Oct ov DDee 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) 78 78 78 78 78 78 78 78 78 78 78 PM 78 (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 -Heating 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 6110;101311:27 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: 2 NW 108 STREET PERMIT #: MIAMI SHORES, FL, 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 controls and 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 �v 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 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. 6/10!201311:27 AM EnergyGaugeS USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 � r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 2 NW 108 STREET, MIAMI SHORES, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Windows'* Description a. U- Factor. Sgl, U =1.06 SHGC: SHGC =0.43 b. U- Factor: N/A SHGC: c. U- Factor. N/A SHGC: d. U- Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab-On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single - family a. Concrete Block - Int insul, Exterior R=3.0 1280.00 ftz b. N/A R= ftz 1 c. N/A R= ftz 3 d. N/A R= ftz 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R =19.0 1556.00 ftz 1886 b. Cathedral/Single Assembly (vented) R =19.0 330.00 ftz Area c. N/A R= ftz 243.40 ftz 11. Ducts R ftz a. Sup: Attic, Ret: Attic, AH: Main 6 377.2 ftz 12. Cooling systems kBtu/hr Efficiency ftz a. Central Unit 46.0 SEER:16.00 ftz 1.000 ft. 0.430 Insulation Area R=0.0 1886.00 ftz R= ftz R= ftz 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 25.5 COP:1.00 Cap: 50 gallons EF: 0.59 Pstat 4V O WE *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 I r Residential System Sizing Calculation Summary Project Title: 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL 5131/2013 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 58 r. Window total 243 Winter design temperature(MJ8 99 %) 50 F Summer design temperature(MJ8 99 %) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 24444 Btuh Total cooling load calculation 43548. Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 104.3 25500 Sensible (SHR = 0.75) 109.3 34500 7500 24444 Latent 96.0 11500 Btuh Latent gain(ducts) Total 105.6 46000 Winter Heatinn i nad (fnr 1RRF snftl WINTER CALCULATIONS D Load component Load Load Window total Window total 243 sqft 5160 Btuh Wall total 983 sqft 3511 Btuh Door total 53 sqft 491 Btuh Ceiling total 1886 sqft 1857 Btuh Floor total 1886 sqft 3823 Btuh Infiltration 251 cfm 5531 Btuh Duct loss Sens. Ventilation 0 cfm 4070 Btuh Subtotal 7500 24444 Btuh I 31566 Btuh Latent gain(ducts) 1266 Btuh Latent gain(infiltration) 9916 I n -M.rz3% D Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 24444 Btuh FI°0`S"6 %' SUMMER CALCULATIONS Summer Cnolinn I nad (fnr 1RRFi cnftl Load component Load Window total 243 sqft 7569 Btuh Wall total 983 sqft 2633 Btuh Door total 53 sqft 736 Btuh Ceiling total 1886 sqft 2544 Btuh Floor total 0 Btuh Infiltration 251 cfm 4148 Btuh Internal gain 2120 Btuh Duct gain 4316 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 7500 Btuh Total sensible gain 31566 Btuh Latent gain(ducts) 1266 Btuh Latent gain(infiltration) 9916 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaUoocupants /other) 800 Btuh Total latent gain 11982 Btuh TOTAL HEAT GAIN 1 43548 Btuh BIC L•t°nt r temaK24A IntG°tnt5.°!i CuCt9i 13 %; sal °k; ceangsr8s%2 8(14%-" C.17%) cewnga(M -oorac2W i lo EnergyGauge@ SysteB ffig 8th Edition PREPARED BY: LL o DATE: ° e 1 EneWGaugeS USRFZB v3.0 ° °rs�sQ 4 ® Fk0 ® °CO ° 0 •••••• �SSIO N i System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL Building Type: User 5/31/2013 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99 %) Window Panes/Type Frame U Orientation Area ft X HTM= Load 1 1, NFRC 0.43 Metal 1.06 N 18.4 21.2 390 Btuh 2 1, NFRC 0.43 Metal 1.06 N 18.4 21.2 390 Btuh 3 1, NFRC 0.43 Metal 1.06 N 38.3 21.2 811 Btuh 4 1, NFRC 0.43 Metal 1.06 S 10.0 21.2 212 Btuh 5 1, NFRC 0.43 Metal 1.06 S 22.1 21.2 468 Btuh 6 1, NFRC 0.43 Metal 1.06 S 17.4 21.2 368 Btuh 7 1, NFRC 0.43 Metal 1.06 E 39.0 21.2 827 Btuh 8 1, NFRC 0.43 Metal 1.06 E 12.5 21.2 265 Btuh 9 1, NFRC 0.43 Metal 1.06 E 22.1 21.2 468 Btuh 10 1, NFRC 0.43 Metal 1.06 E 4.0 21.2 85 Btuh 11 1, NFRC 0.43 Metal 1.06 W 27.4 21.2 582 Btuh 12 1, NFRC 0.43 Metal 1.06 W 4.3. 21.2 92 Btuh 13 1, NFRC 0.43 Metal 1.06 W 9.5 21.2 202 Btuh Window Total 243.4 ft 5160 Btuh Walls Type Omt. Ueff. R -Value Area X HTM= Load (Cav /Sh) 1 Cone BIk,Hollow - Ext (0.179) 3.0/0.0 211 3.57 754 Btuh 2 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 219 3.57 782 Btuh 3 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 258 3.57 923 Btuh 4 Conc Blk,Hollow - Ext (0.179) 3.010.0 295 3.57 1052 Btuh Wall Total 983 ft 3511 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 18 9.2 164 Btuh 2 Wood - Exterior, n (0.460) 18 9.2 164 Btuh 3 Wood - Exterior, n (0.460) 18 9.2 164 Btuh Door Total 53 ft 491 Btuh Ceilings Type /Color /Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic/L/Tile (0.049) 19.0/0.0 1556 1.0 1525 Btuh 2 Cathedral /L/Tile (0.050) 19.0/0.0 330 1.0 332 Btuh Ceiling Total 1886 ft 185713tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 162.0 ft(perim.) 23.6 3823 Btuh Floor Total 1886 sqft 3823 Btuh Envelope Subtotal: 14842 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 1.00 15088 1.00 251.5 5531 Btuh Duct load Average sealed, R6.0, Supply(Att), Retum(Att) (DLM of 0.200) 4070 Btuh EnergyGaugeg / USRFZB v3.0 Page 1 _ Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL Building Type: User 5/31/2013 All Zones Sensible Subtotal All Zones 24444 Btuh Subtotal Sensible Heat Loss 24444 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 24444 Btuh 1. Electric Strip Heat 25500 Btuh Key. Window types - N FRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) • or - Glass as'Ciear or'Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (ManualJ Heat Transfer Multiplier) ��' EnergyGauge® / USRFZB v3.0 Page 2 - 1 1 System z lcRla tions - Su es Residential Dial Load - Whole Hoiuse Component Detail Project Title: 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL 5/31/2013 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99 %) Humidity difference: 58gr. EnergyGauge® / USRFZB v3.0 Page 1 Type* Overhang Window Area(sqft) HTM Load Windows Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.43, 1.06 B-L No N 1.0ft. 6.Oft. 18.4 0.0 18.4 20 20 371 Btuh 2 1 NFRC 0.43, 1.06 B-L No N 1.0ft. 8.Oft. 18.4 0.0 18.4 20 20 371 Btuh 3 1 NFRC 0.43, 1.06 B-L No N 1.0ft. 5.Oft. 38.3 0.0 38.3 20 20 770 Btuh 4 1 NFRC 0.43, 1.06 B-L No S 1.0ft. 6.Oft. 10.0 6.7 3.3 20 22 207 Btuh 5 1 NFRC 0.43, 1.06 B-L No S 1.0ft. 6.Oft. 22.1 16.6 5.4 20 22 454 Btuh 6 1 NFRC 0.43, 1.06 B -L No S 1.0ft. 5.Oft. 17.4 17.4 0.0 20 22 349 Btuh 7 1 NFRC 0.43, 1.06 B-L No E 1.0ft. 4.4ft. 39.0 0.0 39.0 20 42 1656 Btuh 8 1 NFRC 0.43, 1.06 B-L No E 1.0ft. 5.Oft. 12.5 0.0 12.5 20 42 531 Btuh 9 1 NFRC 0.43, 1.06 B-L No E 1.0ft. 5.4ft. 22.1 0.0 22.1 20 42 937 Btuh 10 1 NFRC 0.43, 1.06 B-L No E 1.0ft. 3.Oft. 4.0 0.0 4.0 20 42 170 Btuh 11 1 NFRC 0.43, 1.06 B-L No W 1.0ft. 4.4ft. 27.4 0.0 27.4 20 42 1165 Btuh 12 1 NFRC 0.43, 1.06 B-L No W 1.0ft. 3.Oft. 4.3 OA 4.3 20 42 184 Btuh 13 1 NFRC 0.43, 1.06 B-L No W 1.0ft. 4.Oft. 9.5 0.0 9.5 20 42 404 Btuh Window Total 1 243 (sqft) 7569 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete Blk,Hoilow - Ext 0.18 3.0/0.0 211.1 2.7 565 Btuh 2 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 219.0 2.7 587 Btuh 3 Concrete Blk,Hollow- Ext 0.18 3.010.0 258.4 2.7 692 Btuh 4 Concrete BIk, Hollow - Ext 0.18 3.0 /0.0 294.7 2.7 789 Btuh Wall Total 983 (sqft) 2633 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 17.8 13.8 245 Btuh 2 Wood - Exterior 17.8 13.8 245 Btuh 3 Wood - Exterior 17.8 13.8 245 Btuh Door Total 53 (sqft) 736 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented AttictUghtfrile 0.049 19.0/0.0 1556.0 1.42 2212 Btuh 2 Cath/Sngi Assem/LightTle 0.050 19.010.0 330.0 1.01 332 Btuh Ceiling Total 1886 (sqft) 2544 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1886 (ft- perimeter) 0.0 0 Btuh Floor Total 1886.0 (sqft) 0 Btuh Envelope Subtotal: 13482 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 1.00 15088 1 251.5 4148 Btuh Internal Occupants Btuh /occupant Appliance Load gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 19751 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL 5/31/2013 Duct load Average sealed, Supply(RB.0- Attic), Retum(R6A -Attic) (DGM of 0.219) 4316 Btuh Sensible Load All Zones 24066 Btuh EnergyGauge®! USRFZB v3.4 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL 5131/2013 Sensible Envelope Load All Zones 19751 Btuh � Sensible Duct Load 9 P a r Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 2 NW 108 STREET INTERIOR REMODELING RESIDENCE AT 2 NW 108 ST MIAMI SHORES, FL 5131/2013 1. Central Unit # 46000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window 1.1-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) EnergyGauge® / USRFZB v3.0 Page 3 Sensible Envelope Load All Zones 19751 Btuh Sensible Duct Load 4316 Btuh Total Sensible Zone Loads 24066 Btuh Sensible ventilation 0 Btuh Blower 7500 Btuh Whole House Total sensible gain 31566 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 9916 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1266 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 11982 Btuh TOTAL GAIN 43548 Btuh 1. Central Unit # 46000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window 1.1-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) EnergyGauge® / USRFZB v3.0 Page 3 MIAMtA© MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 APF,A►IRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovlverse/ PGT Industries 1070 Technology Drive Nokbmis,.F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control " - Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18 /11, signed and sealed by Anthony Lynn Miller, P. E., bearing the-Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10 -0504.05 and consists of this page 1, evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. httAMt DARE c NTY NOA No.11- 1110.15 APPROVED Expiration Date: February 19, 2014 n Approval Date: February 02, 2012 Page 1 ig PG's` Industries NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 1105.01) 2. Drawing .No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21A 1, expiring on 04/21/16. 2. Notice of Acceptance No. 114624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 E -1 Approval Date: February 02, 2012 PGA' Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 104504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. a Jaime D. Garcon, . E. Product Control Section Supervisor NOA No. 11- 1110.15 Expiration Date: February 19, 2014 Approval Date. February 02, 2012 E -2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE• C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850. NOA 07- 0425.01 (ULTRACON). 03- 0225.05 (CRETE- FLEX). ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44 -1/4° VISIBLE LIGHT 6" 12 -7/8" MAX, B I MAX. O.C. A A 92 -1/4° L \ VISIBLE \\ LIGHT I 98" 12 -7/8' FLANGE MAX. TO FLANGE �1 1 I 6" 48" FLANGE 4 MAX TO FLANGE 8 TYP. FLANGED FRAME ELEVATION NESTED UNIT) 45 -1/4" VISIBLE LIGHT 5" MAX. 2" MAX - �{ C. C. D — C 98 i/4' FIN TO FIN 5" O.C. \ 93-1/4 VISIBLE \\ LIGHT 96" I NOA DRAWING TABLE OF CONTENTS GENERAL NOTES .... » ..................1 ELEVATIONS, FLANGED ...............I ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED ....2 INSTALLATION. INTEGRAL FIN ..... 3 CORNER ASS'Y, INTEGRAL FIN..3 INSTALLATION, FLANGED ......... ... 4 CORNER ASS Y. FLANGED......... 4 INSTALLATION, MISC. ............ " ", 5 ANCHORAGE ............................... 6,7 EXTRUSION PROFILES ................8 PARTS LIST .. ..............................8 2° MAX. J 48" 5d 1/4' FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. MLOD1=11t1LV" WIDTH h-- WIDTH WIDTH —� I OC°DI& WIDTH —•�I Aeoepteomryo +i WIDTH h- --i WIDTH I+ _ i M 1 WIDTH —rl I­ WIDTH ­4 I+ WIDTH I-"- WIDTH •-•I F» WIDTH -"-I T T TF_,� _I T T ���`V Y LYNN Rq x i o ``�I�Nor1 ........... 1 S� x x x I iC , rya 58T Jti L_ J _ * 05 LUZ J.J. 90 18 11 D 2010 FBC UPib1T£ aewt�me �••• STA � GI �y ki� TION 750-11F To INcLuVE 1070 TECHNOLOGY oRroE ELEVATIONS AND NOTES : O.G� ,. PLOR10P.. J9 3 39 90 C 1300-U2—AND REWSE N. VENICE Ft 34275 ALUMINUM PICTURE WINDOW. IMPACT ��/pNAi. �a`�• XSW F.K. 4 4 07 B CHORA IE 3. P.O. BOX 1528 P.E. NOKOWS. FL 34274 F� oaa, sanc B w".ma ��� Ryp _ ���!/pP� FK 7%14/03 Pwro9 Nis 7 D I%ww Fled 1 Maximum Design Prewure( +1 -psf) 7/leIaLN13n6a- .o9oPVe -sn616 7netmol 9nenur- TnBAm- snen•oeowr9 -snsls "K W 1W Dimensf= n (in) (l0) 24 30 38 42 40 64 so 87.878 38 38 8D.0 80.0 '80.0 80.0' 8D.0 80.0 80.0 80.0 48 48 80.0 80.0 80.0 80.0 80.0 80.0 8110 80.0 80 80 80.0 80.0 000 80.0 80.0 71.1 71.1 84.0 67.878 07.876 80.0 80.0 80.0 80.0 80.0 71.1 64.0 all 72 72 80.0 80.0 80.0 1 80.0 70.3 71.1 64.0 7&8 7&8 80.0 80.0 80.0 80.0 76.0 70.0 84.0 04 84 80.0 80.0 80.0 74.3 08.3 63.6 Q a 8&3 80.0 80.0 80.0 73.6, 87.4 82.6 8 15 06 80.0 8110 77.2 84.7 68.2 180.7 180.7 S0.0 80.0 72.3 68.3 120 80.0 80.0 70.4 180 E 80.0 80.0 70.0 148 80.0 Sao Fin MW F1 whub Ma AMexhnum Design Pressure(+! --psf► 7/161mad:3nab- A=PV9.9n61� 7n6EAp6t8s9n6,if�7n6aR -9n o96PV6- 9n6114 A" or 1B" DImensh n (in) 24 3D 80 42 48 84 so 67.8m 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 7111 84.0 67.878 80.0 80.0 80.0 80.0 80.0 71.1 04.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 04.0 7&8 SRO 80.0 80.0 80 0 71.1 04.0 04 80.0 80.0 80.0 80.0 71.1 Q 88.3 80.0 80.0 80.0 80.0 71.1 8 80 r80.0 80.0 80.0 80.0 80.0 180.7 80.0 80.0 80.0 120 80.0 8DO 180 60.0 80.0 148 80.0 7/ls" tAW Mass NOMWAL 3/16" ANNEALED OR HEAT SIRENMHENED MASS 12 i 10 MW DUPOW SMa7E OR SAFUX IQEPSAFE MAXO M PQ IMMMAYER imam. 1;1/195 11/18- NFL MASS On 7116" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 -1/16- LAW MA'S NOMML 7116- LW MASS MMINN. mw DUPONT B mwr. OR SAFM KEEP WE MAXWW 7/16- NR SPACE M WMMAYER 3 /te" M7NEgM OR NEAT SM OMBaD MASK 3 i8. 11FAT 3/18" TEMPERED O1AS9 MASS 11 /8- NOM. mm A, "A" & "B" DIMENSIONS MAY DIM, BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. - "B" DIM. - --+i T- "B" DIM. DIM. \� 1-1Z16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 146" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). J.J. 10118111 0 CHANCED HS CAP rO TMP FOR 30' RULE GLAZING DETA23 1070 TECHNOLOGY D J.R. 3/3 VII C AfA770N -FOR WS. N. VENICE. FL 34273 16w F.K 4%4/07 B NO Ctu1•IGE THIS 94EET P.O. BOX 1529 ALUMINUM PiC7illiL WINDOW IMPA( N0ICOMIS, FL 34274 F.iL pvA NTS 2 8 42d1i8.4 7/14/03 ,\N',X LTNN4j1, " /� / * ' NO.58705 * ' jz 14 NAL A i¢1(AIddllev,1P.E. P.E.$ 58705 11 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD OR Fl 375" MIN. 2X WOOD BUCK OR FRAMING y EDGE DISTANCE .131" (1/87) X 2 -1/2" J NAIL, WITHIN 2" OF 131" (1/87 CORNERS AND 5" O.C. X 2 -1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 11 1 5' O.C. 13 PMX. 18 22 WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT IN OPENING SEE AN GUIDELINES, SHEET 8 13 10 1 1/4" MAX. SHIM 1 3/8' MIN. EMBEDMENT —�►� SHEET B 2X WOOD BUCK OR FRAMING VERTICAL SECTION D —D 1/4" MAX. SHIM 1/4" MAX. SHIM —rl 1+ — 2X WOOD BUCK OR FRAMING SEE ANCHOR i GUIDELINES, 1 13 a 13 1 KMRIOR 1 -3/8" MIN. EMBEDMENT 11 18 17 O 10 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. THIS SHEET 0700 TECHNOLOGY 0R N. VENICE, FL 3427€ P.O. 8QX 1529 NOKOMIS. FL 34274 EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES PRODUCTREVISW as oomplyWgwhb 0w Florida ANGLED CORNER ASSEMBLY A —1110• a 111 = * N0.58705 INSTALLATION FINNED FRAME kN ". pt Op, s`,SIONA4 E A iyA l miftJr, P.E. ALUMINUM PICTURE WINDOW, IMPACT x1../�"_ Na PW-701 NTS 1 3 m 8 1 42594 D P.E# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES 1X WOOD BUCK 1/4" MAX. SHIM , SHEET 7 1/4° MAX. SHIM SEE ANCHOR GUIDELINES, MIN. CONCRETE 2 13 SH 8 KSI PER INTERIOR 13 2 SEE ANCHOR ANCHOR TYPE, —:o j.• GUIDELINES, MIN. CONCRETE KSI SEE SHEET 7 SHEET 7 PER ANCHOR TYPE, SEE SHEET OR 1.5 KSI SEE ANCHOR 7 OR 1.5 KSI MIN. CMU MIN. CMU ' - GUIDELINES. i; ' ' 1X WOOD BUCK SHEET 7 ' 1/4" MAX. SHIM 11 2 GUIDELINES, - 11 98 O 17 OR 21 10 SHEET 7 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A MAX. WINDOW HEIGHT 97 O MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR SHEET BES, 10 2 1/4" MAX. SHIM ANCHOR ELINES, .ET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B /A�� EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES 90* CORNER ASSEMBLY ANGLED CORNER ASSEMBLY 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Ii IfI LYNN 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF ``��`��1V �� ' vGENSF ' UNIT CAN BE IN DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 70 BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAYING :? JURISDICTION. * .� _ J.J. 10 18 1 f 11373 0 NO CAWGE TH/S SHEET Oeipefp�P°' INSTALLATION FLANGED FRAME T F "• '' J.ft 1 f0 / C OW 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 imm �SS'ORIO „P�G,`'� q P.O. ernc 1528 ALUMINUM PICTURE WINDOW, IMPACT � O�{NAL FJG 7/14!09 NOKOMIS,.� 34274 PW-m NT$ 1 4' -f 8 42W4 A P.E# 58705P.E. MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR FIN FRAME WITH GUIDELINES, SHEET 6 GUIDELINES, GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WffH SHEET 7 FIN REMOVED INTERIOR FIN REMOVED FIN REMOVED INTERIOR I�Rl4B 1/4° 1X WOOD BUCK 1/4° MAX. t /4" SHIM SHIM � MAt SHI 1 3/8" MIN. _f1- SEE ANCHOR .::. ,:: "• GUIDELINES, EMBEDMENT :. SEE ANCHOR !.' • ::" SHEET 7 2X WOOD BUCK OR FRAMING GUIDELINES, : •. '. SHEET 7 °CONCRETE MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 MIN. KSI PER ANCHOR TYPE, OR 1.5 KSt MIN. CMU SEE MEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM) (OTHER FRAMES SIM.) BOTHER FRAMES SIM.) 2X WOOD SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 ,q• :: :+'' MIN. CONCRETE KSf PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1 -3/8" MIN. 1/4" MAX. SHIM -r{ 1/4° MAX. SHIM EMBEDMENT. 1/4" MAX. SHIM X12 STEEL 1/8° NOM. MIN. 12NFRAMING I EXCLUDING POINT 2X WOOD BACKER q 18` NOM MW. #12 STEEL #12 STEEL 1F- DRILLING SEI E- DRIWSELF - DRILLING SELF- DRILLING SMS (G5) SMS (GSMS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY QUANTITY, QUANTITY & SPACING AS SPACING ASPACING & EDGE SPACING AS #12 STEEL #12 STEEDISTANCE AS X12 STEEL SCREW €XCERIQR SCREM /12 STEEL EXTERIOR SCREW EXTERIOR (SHEET 6) /VA OE APPROVED MULLION (SHEEP 8) SCREW �- LENGTH, WOOD (SHEET 6)zna EE SEPERATE NOA) MIN. ( � 6) BACKED STEEL STUD STUD AL UMINUM: 8083 -T6 MIN. . 125° IaAN. WALL THICKNESS ALL GAUGE THICKNESSES y 33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAM FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES I. USE ONLY ANC14ORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. d er nos cHavc£ 0-00b. ✓. ro /te /11 o nro srrE r"'� �� •' , ""ION, FINNED PICTURE M NTS 1 5 a 8 70 TECHNOLOGY DRI 0. VENICE. FL 3427. PA. X 1529 %.V FL 34274 P1R761 IMPACT 4259-4 1 {Illttf oN.I LYNN "' it . Na• 88705 . i ��• A. ST fl �� •�` 6`S,SI..NAL A tLt�riri Il&I . P.E. P.E.0 58705 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 3217'. 2. FOR SIZES NOT SHOWN, ROUND JUE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B7 MAY BE REVERSED TO OEMAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANGE TH1S SHEET SHEET 70 TECHNOLOGY Dig 1. VINCE. FL 34275 P.O. BoX 1529 NOKOMIS, FL 34274 Anohw Type Anchor Descrip0an Substrate Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Min. Enta& 1114 #1$ Steel sow OW � S. Pine Anchor Type _ 1.375° 1 012, Steel screw (G5) StL Stud. 0r 33 0.324° .048`/1808 #12, Steel screw (C� Ahem. 6083jq 0.324° "A" or °B" 0hrombn (in) #12, Steel screw (0b) 24 30 38 42 48 1 64 60 67.875 2 014, Steel screw ((S) S8. Stud, 0r Anchor Locetbn• 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 36 Jamb 3 3 413 4 3 4 3 4 3 4131 4 3 4 3 41314_ 3 4 314 3 4 3 4 31413 4 3 Head1S111 2 2 2 2 3 3 3 3 4 3 4131 5 4 6 4 6161 6 6 6 616 6 6 6 6161 716 7 6 Jamb 4 4 6 4 5 4 5 4 5 5 5 6 b 6 6 5 5 8 6 8 8 5 6 6 6 5 8 b 5 5 a 5 Head/SN 2 2 2 213 3 3 3 413 4 3 8 4 b 4 b 5 8 ±.6 8 7 6 6 6 716 1 7 8 7 00 Jamb 5 6 6 5 6 5 6 5 $$ 6 8 6$ 7 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Hev&SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 5$ 5 8 817 6 7 8 7 6 8 -TT 7 67.875 Jamb 8 8 7 8 716 7 6 7 6 7 8 7 7 8 7 7 7 8 717 718 7 8 7 8 7 8 7 8 7 HeedlS61 2 2 2 2 313 3 3 4 314 3 6 4 5 4 5 $ 8 5 8 617 8 7 8 716 8 7 8 7 CS a $ Jamb 8 8 8 8 716 8 8 7 7 8 7 7 7 8171 4 314131 b 4 6 4 8 7 8 1718 8 8 8 4 3 4 3 5 4$ 4$$ 8 8 8 18 8 8 9 8 4 3 413 8 4 5 4 8 8 9 1 8 8 8 9 8 4 3 413 6 4 5 4 9 9 1010 9 9 10 9 4 3 4 3 8 4 6 4 10110 12110 10 10 12 10 4 3 4 13 6 4 8 4 11 11 13 11 4 3 4 3 12 12 13 11 4 3 4 3 7 5 8 8 6 8 5$ 9 5 7 9 7 8 710 7 8 7 8 7 5 6 b 616 7 6 7 6 7 8 8 9 8 8 8 9 8 9 8 9 8 6 5 8 8 7 6 7 8 7 8 8 10 8 9 8 10 8 5 6 5 8 0 7 8 8 10 8 9 8 10 8 8 5 8 8 7 8 9 11 9 6 8 5 " Width and Height dimensions maybe reversed to locate anchor quantities on the table. if so, the Head/Sill and Jamb rows must also be reversed so dimension gets the m Head/S61 2 2 2 2 3 3 3 3 76.8 Jamb 7 7 8 7 8 7 8 7 HwAFSM 2 2 2 2 3 3 3 3 84 Jamb 7 7 9 7 8 7 9 7 HOWS111 2 2 2 2 3 3 3 3 8r).3 Jamb 7 7 9 7 8 7 9 7 Head/S111 2 12 2 2 3 3 3 3 98 Jamb 8 1 8 10 8 9 8 10 8 HeadtSIN 2 2 2 2 3 3 3 3 109.7 Jamb 9 9 121 91101 9 12 9 HeaNS111 2 2 2 2 313 3 3 120 Jamb 10 10 13 10 11110 13 111 Head/Sig 2 2 2 2 3 3 3 3 128 Jamb 11 11 13 11 12 11 13 11 Head/S81 2 2 2 2 3 3 3 3 146 Jamb 12 12 16 12 13 12115 12 Head/Slll 2 2 2 2 3 313 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 3217'. 2. FOR SIZES NOT SHOWN, ROUND JUE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B7 MAY BE REVERSED TO OEMAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANGE TH1S SHEET SHEET 70 TECHNOLOGY Dig 1. VINCE. FL 34275 P.O. BoX 1529 NOKOMIS, FL 34274 Anohw Type Anchor Descrip0an Substrate Mo. Edge IDIMance Min. Enta& 1114 #1$ Steel sow OW � S. Pine 0.884" _ 1.375° 1 012, Steel screw (G5) StL Stud. 0r 33 0.324° .048`/1808 #12, Steel screw (C� Ahem. 6083jq 0.324° _0.125" #12, Steel screw (0b) A35 Seel_ 0.324° DAM #14, Steel somw (G6 S. Pure 0.984° 2 014, Steel screw ((S) S8. Stud, 0r 0.381" _1.375" .048"/1S0a #14, Steel street (05) Alum. 8083 TB 0.301" 0.1� #94, Steel screw (05) A36 Steel 0.381" 0.125" 3 114' Steel UBracon S. Pine 1" 1.375" _ 114" 410 SS CreteFlan S. Phte _ T1" 1.376" 4 5118" Steel Upraeon S. Pine 1.28" 1.375" that the longer "A" & "8" DIMENSIONS MAY OSL anchors. BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" PRODUCTREVIM DIM. Codo the Pleatda A.V.N. 11 i �•.r -- "B" DIM. - w•���1 -y- \� °B" DIM. T QN DIM. ( LYNN \\ : �.•CENSLc'• 1 L N0�5,87�0�5 O WCHORAGE, WOOD SUBSTRATE ' 2". ` .. FtoRtioP• ' G2: 4LUMlNUM PICTURE WINDOW, IMPACT '';' S /ONA4 on ewm aa.as Rm R"" 7�I1 hl Idi�ei, P.E. Pn47af NTS 8 m 8 4289.4 D•A 58705 NOTES 1. ANY ONE SIDE CANNOT BE MORE THAN 145° AND HAVE AN AREA OF MORE THAN 321r. 2. FOR SIZES NOT SHOWN, ROUND MR TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHF (DIMENSIONS A' AND 'B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE PENS SHEET NEW SHEET 70 TECHNOLOGY nRN I. VENICE. FL 34278 P.O. SQX 1529 NOXOMIS. FL 34274 Anaho Head, SIB and Jamb Anchor Quantilles Into Masonry (Anchor Types 5.7) Min. Min. Anchor Typo Substrate Edge Embed- Type Distance merd 5 W or'B' Dimension pn) 24 1 3D 35 42 48 64 60 67.876 AnrhDr Location• 6 6 7 6 6 7 6 6 7 6 8 7 6 8 7 5 8 7 5 6 7 5 6 7 38 Jamb 4 3 3 4 4 3 4 4 1 314 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Hmd/SAI 2 2 2 3 3 3 4 4 31 5 5 4 5 5 4 6 6 5 6 6 5 7 7 8 Jamb 5 4 4 6 6 4 5 6 4 6 5 6 8 5 6 8 5 6 6 5 5 6 6 5 HeWS01 2 2 2 3 3 3 4 4 3 6 5 4 6 5 5 7 8 6 7 6 6 8 7 7 Jamb 6 6 5 6 6 5 5 6 6 7 6 6 7 6 6 7 6 6 7 6 5 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 8 6 6 7 6 6 7 6 6 8 7 7 87.87$ Jamb 7 6 617 6 6 7 7 8- 8 7 7 8 7 7 8 7 7 8 7 7 8 1817 Head/Sill 2 2 2 3 3 3 4141 3 6 5 4 6 5 6 7 6 6 7 6 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 918 7 _ Head/8111 2 2 2 3 3 3 4 4 3 5 6 4 8 8 8 7 6 6 7161 8 78.8 Jamb 8 7 7 8 7 7 a 8 7 8 8 8 9 8 8 9 8 8 9 a 8 Head/Sm 2 2 2 3 3 3 4 4 3 6 5 4 8 5 6 7 6 6 718 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 S a Hea"Ill 2 2 2 3 3 3 4 4 3 5 5 4 6 6 6 7 6 6 86.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 $ Head/6111 2 2 2 3 3 3 4 4 3 10 9 8 4 4 3 12 10 9 4 4 3 10 4 4 3 131121111 4 1413 5 6 4 10 9 9 6 8 4 12 10 10 5 6 4 6 6 6 7 6 6 11191 9 6161 5 + VUldth and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill andlamb roves must also be reversed so that the longer dimension gets the most anchors. Jamb 10 8 8 10 9 8 HeadIS1A 2 2 2 3 3 3 109.7 Jamb 12 9 9 12110 9 HeadtSM 2 2 2 3 1 3 3 120 J Jamb 13 10 10 13 11 10113111 Hamb 2 2 2 3 3 3 128 Jamb 13 11 11 13 12 91 HeadISM 2 2 2 3 3 3 145 Jamb 16112112 15 13 12 Head/Sill 2 2 2 3 3 3 NOTES 1. ANY ONE SIDE CANNOT BE MORE THAN 145° AND HAVE AN AREA OF MORE THAN 321r. 2. FOR SIZES NOT SHOWN, ROUND MR TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHF (DIMENSIONS A' AND 'B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE PENS SHEET NEW SHEET 70 TECHNOLOGY nRN I. VENICE. FL 34278 P.O. SQX 1529 NOXOMIS. FL 34274 Anaho Min. Min. Anchor Description Substrate Edge Embed- Type Distance merd 5 1/4' Stew Unracan Hollow Block 1• 1.25"_ UV Steel Ubucon 27k C ncrete 1• 1.375° 6 1/4° 410 Be CreteFimr Hollow Block 1` 1.217 1W 410 8S CreteFlex 3.35k Coraaete 1• 1° 7 SH8°_SteelUitraoao_ HoAonvBWdc 1.ti8� _ 5118" Steel Ultracmo I 3.6k Concrete I 1.26° _1.26' f A' & 'B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 'A' DIM. DIM. --+I T 'B' DIM. DII1M. \� MASOMRYSUBSTRATE Pw-M1 I NTS 1 7 w 8 1 42694 PRODIXrREVISSD a9u=p4ftwhb dw Florida Aa !EAIb ; Miam11'Iadt+ LYNN 4f,�'�i�i� �� A�•'bIGENS�c''tilcp ��i * ' No. 58705 •• STATE OF 1S�0 NAL�`. (dik9. P.E. P.E.g 58705 2.784" .094 00" ° 2.5W .062"--4 082° .077° 1.125" INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A 1 .09 4° 1.875° .500 osz' .os2° t L4 2.784" — FLANGED FRAME O DWG NO 64253 rHMGF THIS SHEET �+-- .970' .348° —° I .974° � 975` 975° .047" .050" -+11+- 7/16" LAMI GLASS BEAD 1 -1/16" LAM[ I.G. GLASS BEAD INSTALL. FASTENER COVER �o 6 DWG NO. 255 1t DWG NO. 4254 13 DWG NO. 4224 ITEM DING P PART # DESCMP710N 1 4256A 64256 Integral fin frame head, sill & jamb 2 4263 64253 Flanged frame head, sill & jamb 7 1155 781 PDX #8 x 1 Quad PH SMS stalydes9 steel 8 Schnee- Morehead SM5504 acryl -r marrow john sealant or 10 4255 84255 7116 larni glass bead 11 4254 64254 1 -1/16 lama I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick} 13 4224 Installation fastener cover 14 Dow Coming B99 glazing sealant or equivalent 16 Dow Coming 995 silicone structural sealant, black 7116" laml glass: 3/16" annealed -.09D DuPont Butectte or 17 Saflex KeepSa% Maximum PVB Intedayer - 3/16" heat strengthened 1 -1116" laml I.G. glass: 3116" heat strengthened outboard - 18 7116" airspace - 3116" annealed -.090 DuPont Butecite or Saflex KeepSafe Maximum PVB Interlayer - 3118" heat strengthened 20 4262 64262 Architectural comer key 7116" laml glass: 3/16" heat strengthened -.090 DuPont 21 Butacite or Saflex KeepSafe Maximum PVB Intertayer - 3/16" heat strengthened 1 -1116" laml I.G. glass: 3116" heat strengthened outboard - 22 7/16" airspace - 3/16" heat strengthened -.090 DuPont Butecits or Saflex KeepSafe Maximum PVB Interlayer - 3/18" heat strengthened N. tE CE. FL .3 275 � N. VENICE. FL 34275 NOP.O. 1529 ALUMINUM PICTURE WINDOW, IMPACT Pvi -70+ NT8 8 a 8 � 42584 "Flaida VNN ` ir• N0.56705 Uj >y a' C4 sw. te-11I S /ONAL.�`. 0. P.F -fft'W7 5P.E. MIA BADE MIAMI —DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy /economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. A This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1HR -810" Aluminum Horizontal Sliding Window — S.M.I. APPROVAL DOCUMENT: Drawing No. MD— HR810 —SM, titled Series "Horizontal Roller Window " Details—SW', sheets 1 through 5 of 5, dated 05/05/12 with the latest revision, dated 10/18/12, prepared by Manufacture, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0718.05 e ��=�' /�• �`S Expiration Date: November 01, 2017 10 Approval Date: November 01, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD— HR810—SM, titled Series "Horizontal Roller Window Details - SM", sheets 1 through 5 of 5, dated 05/05/12 with the latest revision, dated 10/18/12, prepared by Manufacture, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Small Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, Type "A —A" sliding window, Grade 10, Level LV 1 per ASTM F 588 -07, per FBC 2411.3.2.1 and TAS 202 -94 8) Standard Test Method "B" for Determination of .Operating Force of Sliding Windows per ASTM E 2068 -00 (2008) 9) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987 -88 (2009) r along with marked —up drawings and installation diagram of Aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6890, dated 06/04/12, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2010, prepared by manufacture, dated 07/07/12, signed and sealed by Anthony Lynn Miller, P. E. 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Aluminum Alloy 6063HS —T6: Fixed Meeting Rail w/ weathering strip (PGT/ Indalex Part No. 4054B), High strength alloy with the minimum yield strength of 30 Ksi, minimum Tensile strength of 33 Ksi and minimum Elongation of 8 Ksi. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12 -0718.05 Expiration Date: November 01, 2017 Approval Date: November 01, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTUNIED) 3. QUANEX Part Edgetherm FS insulating glass spacer/ swiggle seal complying with the following: a) ASTM F 1249 -06 (2011) Standard Test Method for Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor. b) ASTM E 2190 -10 Standard Specification for Insulating Glass Unit Performance and Evaluation c) ASTM D 395-03 (2008) Standard Test Methods for Rubber Property Compression Set F. STATEMENTS 1. Statement letter of conformance and complying with FBC -2010, issued by manufacture, dated 07/07/12, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, issued by manufacture, dated 07/07/12, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL -6890, issued by Fenestration r Testing Laboratory, Inc., dated 06/04/12, signed and sealed by Marlin D. Brinson, P. E. " G. OTHERS 1. None. E -2 r Jaime D. Gascon, rE. Product Control Secretion Supervisor NOA No. 12 -0718.05 Expiration Date: November 01, 2017 Approval Date: November 01, 2012 GENERAL NOTES: SERIES 810 IMPACT- RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVZ). 2) MIAMI•DADE COUNTY APPROVED SHUTTERS ARE REQUIRED FOR INSTALLATIONS AT OR BELOW 30FT (NONE REQUIRED AT INSTALLATIONS ABOVE 3OFT. 3) FOR MASONRY APPLICATIONS IN MIMO•DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PIK, ASTM CW CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 4. SHEET 3. 4) ALL WOOD BUCKS LESS THAN 1 -1t2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/r THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 4, SHEET 3. NARROW JOINT SEALANT 18 USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGYFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHINS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13W. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE WS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSULAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL•8891k, ELCO ULTRACON NON ELCO CRETEFLEX NOA, ANSIlAFBJ'A NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL- 10) I.G. GLASS CAPS TO BE TEMPERED WHEN INSTALLED IN LOCATIONS OVER SOFT IN THE HVHZ. 1 A 93' HEIGHT or BUCK HEIGHT e - 74° WIDTH 73' BUCK WmTH B, SEE SHEET I A. SEE SHEET 3 SEE WEEPHOLE DETAILS, SHEET 4 MAX. DIMENSIONS OF HORIZONTAL ROLLER, XO (OX SIM.) DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE TABLE 1, THIS SHEET I RATED FOR SMALL MISSILE IMPACT RESISTANCE Ars"ed - 0.90° PVB - 3118' Annealed ) . 2 7116' Land: (3d18° Annealed - 0.90" PV8 - 3116' Annealed) 3 13M8' Lem) IG: (1A3" Tempered -1/4° ABspaea 3/18' AO Glass Types SASH 4 /16' Land: (3/18' Had St mMOT�d - 0.W PVB - 3/18" Type 2 Heat S"nowtoo VISIBLE 13/16' Lauri IG: (118" Tempered Cat -114' Abspace - 3116" Anchor FIXED VISIBLE 8 LIGHT A LYMJ P M6 6(170.5 8705 P.E. .EA Heat 8ftwWoned - 0.90' PVB - 3/18" Heat Stnng wwM LIGHT 33 -WI(r. 33 -9M8• 01 -140:0 + .0 SASH VISIBLE + .0 / -1 FDIED VISIBLE -1 + + / - LIGHT .01 -1 .0 LIGHT 110-17-1" I A. SEE SHEET 3 SEE WEEPHOLE DETAILS, SHEET 4 MAX. DIMENSIONS OF HORIZONTAL ROLLER, XO (OX SIM.) DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE TABLE 1, THIS SHEET I RATED FOR SMALL MISSILE IMPACT RESISTANCE TABLE 2• Glass Types 1 13118° Loo 10: (10 Annealed Cep -1/4° Ahspace 3116' _ Ars"ed - 0.90° PVB - 3118' Annealed ) . 2 7116' Land: (3d18° Annealed - 0.90" PV8 - 3116' Annealed) 3 13M8' Lem) IG: (1A3" Tempered -1/4° ABspaea 3/18' AO Glass Types Annealed - 0.90' PV8 - 3116' Annealed ) 4 /16' Land: (3/18' Had St mMOT�d - 0.W PVB - 3/18" Type 2 Heat S"nowtoo 6 13/16' Lauri IG: (118" Tempered Cat -114' Abspace - 3116" Anchor Heat StrengMened - 0.90' PVB - 3118• Heat ftwmuwAo 8 13M8' Lod IG: (118' Angled Cap -1/4' A6epace - 3118' A LYMJ P M6 6(170.5 8705 P.E. .EA Heat 8ftwWoned - 0.90' PVB - 3/18" Heat Stnng wwM SEE GLAZING DETAILS, SHEET Z Maxillnum Design Pressure, DIP (psfl :�`,ZO�•` `ENSF mute-11'�ii rarls WVd _ 4a' or Frame Wim AO Glass Types sent 1 Type 1 1 Glass 2.6 Type 1 Type 2 ('clans Type 3 Glow lVpas 4 - Anchor at01P FL1529 CERT. OF AURL #28298 A LYMJ P M6 6(170.5 8705 P.E. .EA 01 -140:0 + .0 +95.5 -1 .0 + .0 / -1 / -1 -1 + + / - 1 .01 -1 .0 1- 110-17-1" -+K/ 740.0 +80. -1 + / - +10.01140 + 0 -1 .0 81° +W.01440. 1 -140. + 0 / -140.0 +W-0 / -129.1 +W.01-1392 +99.01-140.0 + / - +90.01-140.0 8M +90.01440.01+00.01-140-.0 +W01-140.0 + t4 . 2H O/ -1 .1 + / -1 .1 .01-1 41&0 /- .0 8T +90.01440.01 + 0 I -140.0 +90.0 IS.? +x.01 -1 .0 + / -131. 0 / -1 / -1 .0 +E�. 1 -140.0 +90.01-135.0 + 1 -1 .0 +80.0 / -114.1 + / -123.11 +90. 1 -1 + . / -1 /-140.0 74° I +90I.01-1140,0-1 +90.01 -1 .0 / -140.01 +90.0 -108 +90.0 1 -11 .6 .01-121-01 +90.01-134.5 ELEVATION (SIZE)..._.... »_._._.._....1 GLASS TYPES _.__........._..__._.....1 DESIGN PRESSURES ....... ........ __ 1 ELEVATION (ANCHORS).__..._..._. 2 ANCHOR SPACINGIQUANTITIES... 2 GLAZING DETAILS.-­____ 2 ANCHOR SPECIFICATIONS......_._. 3 INSTALLATION ........._ ........... .....__.. 3 ASSEMBLY DETAILS. ._ ....... »...»._. 4 EXTRUSION PROFILES ...... ... .... 6 PARTS LIST ... .. ................. . ... _....... 8 11ilflill //� :�`,ZO�•` `ENSF mute-11'�ii _ �o.5Si05 gTA \ '�i�0�' •. FLOR��P•/C1�� 1 � � N. VENCIE. ''77�SSiONf�4 ``,�� at01P FL1529 CERT. OF AURL #28298 A LYMJ P M6 6(170.5 8705 P.E. .EA NOTES & ELEVATION I�IY • J ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS - SM 105/05/12 0 1 NTS 11 OF 5 I MD- HR810 -SM r T Frame Height a t 13.1!2° MAX. =-I-r -j 5' MAX — 5' MAX - TABLE 3: K. klWnhnum Anchors Require! Frame Height 38.318' —i 63° !i PAi ANCHORS ANCHORS m MEETING < m $ RAIL @ CORNER m v a 22 -tfd° MAX. v HOW & Sid O.C. .O>�' DUPON7 PVB 3118• ANNEALED _ GLASS 311(' ANNEALED 3/18° ANNEALED GLA89 EXTERIOR V MAX. 3-1/2° MAX FROM 1 CENTER OF W MAX. MEETING RAIL M) K. klWnhnum Anchors Require! Frame Height 38.318' 44' 63° Frame L�ocatioon _ a m v < m $ v a m v a m v HOW & Sid .O>�' DUPON7 PVB 3118• ANNEALED _ GLASS 311(' ANNEALED 3/18° ANNEALED GLA89 EXTERIOR GLASS EXTERIOR 1t± CLAW SITE � 1 GLASS SITE � 1 1 1 1 1 1 1 1 1 1 1 53 U6' 1 1 1 1 1 1 1 1 1 1 1 1 fM GOmer 61' 2 2 1 2 2 1 2 2 1 2 1 64 2 2 1 2 1 2 2 1 2 2 1 or 2 2 1 2 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 74° 2 2 1 2 2 1 2 1 a 2 1 Head & SM ® medm Rall All Sizes Require 4 Anchors Jamb 351 2 2 2 3 3 3 3 3 4 3 3 37° 2 2 2 3 3 3 3 3 4 3 3 53-V8' 3 2 2 3 3 3 4 3 3 5 3 3 61' 3 2 2 3 3 3 4 3 3 5 4 3 Or 3 2 2 3 3 3 4 3 3 6 4 3 6T 3 2 2 4 3 3 4 3 3 6 4 3 71r 3 2 2 4 3 3 4 3 3 6 4 3 74° 3 2 2 4 3 3 4 3 3 6 4 3 SEE TABLE 4, SHEET 3 FOR ANCHOR GROUP DESCRIPTIONS. (J v LL +J `� U v LC j GLASS TYPES 1 & 3 GLASS TYPE 2 13118' NOM. GLASS GLASS STACK GLASS ° LAMA GLASS STACK 61.AS3 STA(2C 3118° HEAT STRENGTH& 114' AIRSPACE GLASS 3118' HEAT .090' DUPONT PVS AW DUPONT PVE STRENGTHENED 1!8' ANNEALED OR 311(' HEAT GLASS 3MV HEAT- TEMPERED GLASS STRENGTHENED "' TT GLASS GLASS EXTERIOR 12° GLASS BRE EXTERIOR 1 GLASS SITE GLASS TYPE 4 GLASS TYPES 5 & 6 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP-TO-TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 3) I.G. GLASS CAPS TO BE TEMPERED WHEN INSTALLED IN LOCATIONS OVER 35' IN THE HVHZ. Ap rwed- comAymgwhhtb tt1i1111!! FloaWnl3ul Tug al/ Rafebw NOAH �� ��; • �,1GENSS '••FOP �;, P Qa:' it bt N.M. Lay * No.58705 =� o N^ •' w� ANCHOR SPACING &QUANTITIES J RO$OWSKI ' 3 '_l �'�%SS►ONA�- `� P.D. Box is" HORIZONTAL ROLLER WINDOW DETAILS - SM 05105/12 ! / /llllllittt� IOKOMIS; FL 34274 Saalx Shash No. Ray; A. NN Ia8LER PE of nuTH. �252� HR-810 NTS 2 OF 5 MD= HR810 -SM P.E# 58705 CEW 13!18' NOM. GLASS STACK GLASS LAMA 7/15' LAMI. GLASS STACK GLASS STACK 3118' ANNEALED 1/4' AIRSPACE GLASS .. .OIKt' DUPONT PNB 1AP ANNEALED OR TEMPERED GLASS .O>�' DUPON7 PVB 3118• ANNEALED _ GLASS 311(' ANNEALED 3/18° ANNEALED GLA89 EXTERIOR GLASS EXTERIOR 1t± CLAW SITE � 1 GLASS SITE � a. � i (J v LL +J `� U v LC j GLASS TYPES 1 & 3 GLASS TYPE 2 13118' NOM. GLASS GLASS STACK GLASS ° LAMA GLASS STACK 61.AS3 STA(2C 3118° HEAT STRENGTH& 114' AIRSPACE GLASS 3118' HEAT .090' DUPONT PVS AW DUPONT PVE STRENGTHENED 1!8' ANNEALED OR 311(' HEAT GLASS 3MV HEAT- TEMPERED GLASS STRENGTHENED "' TT GLASS GLASS EXTERIOR 12° GLASS BRE EXTERIOR 1 GLASS SITE GLASS TYPE 4 GLASS TYPES 5 & 6 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP-TO-TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 3) I.G. GLASS CAPS TO BE TEMPERED WHEN INSTALLED IN LOCATIONS OVER 35' IN THE HVHZ. Ap rwed- comAymgwhhtb tt1i1111!! FloaWnl3ul Tug al/ Rafebw NOAH �� ��; • �,1GENSS '••FOP �;, P Qa:' it bt N.M. Lay * No.58705 =� o N^ •' w� ANCHOR SPACING &QUANTITIES J RO$OWSKI ' 3 '_l �'�%SS►ONA�- `� P.D. Box is" HORIZONTAL ROLLER WINDOW DETAILS - SM 05105/12 ! / /llllllittt� IOKOMIS; FL 34274 Saalx Shash No. Ray; A. NN Ia8LER PE of nuTH. �252� HR-810 NTS 2 OF 5 MD= HR810 -SM P.E# 58705 CEW � Y t ! 0 ILL�A O © 1XWOOD SEE NOTE 2. THIS SHEET. i r _ ._ . a . . `q.. ' • HEIGHT DETAIL A: CONCRETE/CMU INSTALLATION INSTALLATION INSTALLATION FD= ADAPTER PER ANCHOR REQUIREMENT OPTION 2 OPTION 4 ON 1 OPTION 1 EDGE DISTANCE LISTED ON TABLE 4 OF THIS SHEEP. FOLLOW_ HEIGHT EMBEDMENT INSTALLATION INSTALLATION ANCHORS INSTALLATION EDGE DISTANCE () ANCHORS DIRECTLY INTO MASONRY. 11 DIRECTLY INTO METAL. ANCHORS INTO 2X INSTALLATION OPTIC SHOWN MAYUSED ON ANY 1. , A.r •. 1/4° MAC 10 - WOOD. i 6118' 1.9f8° Steel SHIM 37 � \\ aw 0. 1 (ia 805345 Akm1 BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS EL \� EMBED- TYP. ANCHOR :q 1b SELF -D SELF- DRILLING 38 MENT TYPE, EMBEDMENT e.� 44 SMS (05), SEE TABLE I-3W 141r THICK OR GREATER 1X AND 2X BUCKS (WHEN AND EDGE 1-3+4° 4, THIS SHEET. 17 18 USED) SHALL BE DESIGNED TO PROPERLY TRANSFER 2 -'lit° DISTANCE PER EXTERIOR S 33 LOADS TO THE STRUCTURE. WOOD BUCK DESIGN C 5118' steel U1tr�on SUBSTRATE, SEE TABLE 4. THIS 1 -1/4` SASH VISIBLE �- LIGHT WIDTH DADE APPROVED 1 47 SHEET. EDGE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM I 3.35k Corxrete MULLION, ALUMINUM, 1.314` DISTANCE 58 STEEL � 40O12 34 57 STEELBTUD. EXTERIOR 52 20 FIXED VISIBLE ((�� �- -`� 7 LIGHT WIDTH 70 V 2 43 B BUCK WIDTH TIP-TO-TIP WIDTH (WW) HORIZONTAL SECTION A -A EGRESS WIDTH: (WW12 -4-1n) EGRESS HEIGHT: (W-SM) BUCK MASH TABLE4' SASH & FDMD VISIBLE LIGHT WIDTH: 0 ILL�A O © 1XWOOD SEE NOTE 2. THIS SHEET. i r _ ._ . a . . `q.. ' • HEIGHT DETAIL A: - LIGHT NOTES: 6` WINDLOAO #12, 410 SS FD= ADAPTER HEIGHT 1) USE ONLY SUBSTRATE - APPROPRIATE ANCHORS TIP- TO-TIP INSTALL WITH (4) #12X3/WSMS03/4- OPTION 3 EMBEDMENT AND EDGE LISTED ON TABLE 4 OF THIS SHEEP. FOLLOW_ HEIGHT DISTANCE PER .VISIBLE LIGHT THROUGH 1X BUCKSTRIP AND () INTO MASONRY. HEIGHT 1 -1/4` INSTALLATION OPTIC SHOWN MAYUSED ON ANY 1. 1.314" 0'12, steel SMS (OS) SIDE OF THE WINDOW. 6118' 1.9f8° Steel 315" 9 2) ALL WOOD BUCKS LESS THAN 1 -12' THICK ARE TO AMS Sled, Or. 93 aw 0. 1 (ia 805345 Akm1 BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 111 B 5/15' steel Ultman Hollow Block ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO 1 -1/4° 3.5k Concrete 38 1 SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1/4` 410 SS CFGWIGlt 8k1ek 1` I-3W 141r THICK OR GREATER 1X AND 2X BUCKS (WHEN 1° 1-3+4° 114° steel Ultracon 17 18 USED) SHALL BE DESIGNED TO PROPERLY TRANSFER 2 -'lit° 1 -1/4° EXTERIOR 21/2° LOADS TO THE STRUCTURE. WOOD BUCK DESIGN C 5118' steel U1tr�on 3.511 Concrete 1 -1/4` AND INSTALLATION IS THE RESPONSIBILITY OF THE 3. CoRCrete 2-3/18° 47 ENGINEER OR ARCHITECT OF RECORD. MAXIMUM I 3.35k Corxrete 1 2 -1/2' 1.314` SS TO BE 114'. 0 ILL�A O © 1XWOOD SEE NOTE 2. THIS SHEET. i r _ ._ . a . . `q.. ' • REQUIREMENT DETAIL A: - EmbactRI!/R 6` WINDLOAO #12, 410 SS ADAPTER INSTALLATION VERTICAL SECTION B -B TYP ANCHOR TYPE. INSTALL WITH (4) #12X3/WSMS03/4- OPTION 3 EMBEDMENT AND EDGE FROM EACH END AND INSTALLATION ANCHORS DISTANCE PER 1 -112' O.C. THROUGH 1X BUCKSTRIP SUBSTRATE, SEE 114° steel UMraaon INTO MASONRY. TABLE 4. THIS SHEET. 1 -1/4` Group Andw AlIC110t Substrate Wince EmbactRI!/R A #12, 410 SS 1 1 A36 Stee1 1/1 ASM Stucf, Gr. 33 0. (15 Gal GU03-75 Aft= 3w 1/1 114° steel UMraaon FLOW Sleck 1 1 -1/4` 2.85k Concrete 1. 1.314" 0'12, steel SMS (OS) S. Ph*, SO=O. 6118' 1.9f8° Steel 315" 1/18" AMS Sled, Or. 93 aw 0. 1 (ia 805345 Akm1 3/5` 111 B 5/15' steel Ultman Hollow Block 3-1/8' 1 -1/4° 3.5k Concrete 14W 1 1/4` 410 SS CFGWIGlt 8k1ek 1` I-3W 3.35k Concrete 1° 1-3+4° 114° steel Ultracon Hollow Block 2 -'lit° 1 -1/4° 2.R k Concrete 21/2° 1.314° C 5118' steel U1tr�on 3.511 Concrete 1 -1/4` 1-3w 3. CoRCrete 2-3/18° 1 114° 410 SS CreteFlex I 3.35k Corxrete 1 2 -1/2' 1.314` MINIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE 0�pNY LYNN y10ENS� �FP ` * No. 58705 ' (W WP1- 3-7/18) SASH VISIBLE LIGHT HEIGHT. (NM - 7) FDt !D VISIBLE LIGHT HEIGHT: (WH -SM) Appnwcd ;Flarlb 10A.. v C INSTALLATION DETAILS J ROSOWSKI O,� ., sr F (V�� 1070 70OHNOLOGY DRIVE tax Dahc %, t�s •'•:20RIOP.••'G \��� N, PV �X R. M HORIZONTAL ROLLER WINDOW DETAILS - SM 05/05/12 L �N`` NOKOMIS„ FL 34274 j L. Srnis snoet: d ;va Rsr. a.ifP.E WW I5 P.E. CEar. OF AM #tames HR-810 NTS 3 OF 5 MD- HR810 -SM P.EC 58705 � t ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR 41 42 P1aaescmgayNgve�ffie 41 42 9 FRAME 1 1 �,w CENTERLINE OSILL ADAPTER WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. II - I • --- i O3 SILL F►-- 3.14° SASH SIDE ONLY 3 WEEPHOLES IN EACH SILL ADAPTER 1.800' .�0° it TOQcr O00 jT 2 -1l4° FROM CENTERLINE 3 WEEPHOLES IN EACH END OF EXTRUSION OF WINDOW EACH SILL N O ' ru !� o ° z I- u- o _ Nt w W 511 J P Z j' W o N _ �^ Q0 O jo o o �• oz o� _a Z•y N •_� a0:Z IS q.Dy•. � tv` ., ��i ••........••' d .( Item Dwg. # Description Mat 1 Frame Head um. 2 4002 Frame Jamb 6063-76 Alum. 3 4136 Frame Sill 6063 -T8 Alum. 4 4137 Sill Adaptor 6063 -T6 Alum. 5 4146 Roller Trick 6D63-T6 Alum. 6 4125 Wi dl ad Adapter, S" 6063 -TB Alum. 7 4110 Screen Adaptor 6063•T6 Alum. 8 4054 Flied Meeting Rail 6063HS -76 Alum. 9 4105 Sash Top/Bottom Rail 6063 -76 Alum. 10 4006 Sash Meeting Rail 6063.75 Alum. 11 4128 Sash Side Rail 6063 -T5 Alum. 12 4025 Anti -lift CNp 6063 -T5 Alum. 14 4143 Sash Stop Cover 6063 -76 Alum. 15 4081 Installation Hole Cover 6063 -T6 Alum. 17 225-1 Roller Housing & Sash Guile Vinyl 18 226 Roger Wheels Brass 19 1096 Sweep Latch Die -cast Ono 20 4133 Top/Bottom Rail Cover Nylon 23 40808 Mtg Rail Sweep Latch Plug Vinyl Foam 24 1298 Weep Hole Coyer Polypropolerro 25 4150 Sash Ralf Cover Ca (1 Left & Right) Rigid PVC 27 4151 Lock Rell Cover Cap (1 Left & Right) Rigid PVC 28 4130 Main Frame Head Joint Gasket Polyethylene 29 1626 Adhesive Open Cell Foam Pad Foam 30 41340 Main Frame Sill Joint Gasket Polyethylene 31 4148 Sash Interlock Gaskets A Polyethylene 32 4147 Sash Siderall Gaskets B Polyethylene 33 4085 .187° x .230' Wstp. Fin Seal 34 1235 .170° x .270° Wstp. Fin Seal 1683 .250" x .270" Wetp. Fin Seel 37 7070 Bulb Wstp - .187" x .275° Flex PVC 70 38 1224 Vinyl Bulb Beading Wstp, Thin Flex PVC 70 39 1225 Vinyl Bulb Beading Watp, Thick Flex PVC 70 40 #8 x 3/4" Ph. Pn. SMS Steel 41 1155 #8 x V Quad Pn. SMS Steel 42 1155.1 #8 x 1" Sq. Pn. 7Win Fast SMS 410 S. S. 43 1179 #10 x 3/4° Ph. Pn. SMS, ®11 -1/7 O.C. 188 S. S. 44 1016 #8 x 518" Ph. Fl. SMS Steel 45 #12 x 3/8° Ph. Pn. SMS, @ 314" & 1 -1/7 O.C. Steel 46 1265 -3 Morro Setting Block 3132' x 1/4" x 1" EPDM, 85 Duro. 47 1715 Lam[ IG Setting Block 118" X 3/4" x 1 -1114" EPDM, 85 Duro. 48 4222A 7/161 Laml Glez. Bead 6063 -TS Alum. 49 9850 7116' Lam! Grid Glaz. Bead 6063 -T5 Alum. 50 4067B 13116° Lami IG Glaz. Bead 6063 -T5 Alum. 52 1014F Screen Frame 31054H14 Alum. 53 1630 Screen Comer Key with Rings Po[yproW- 54 1631 Screen Comer Key without Rings POIYWOpoisne 55 3208 Screen Spring Stainless Steel 56 1624 Screen Spline -.1351 EM. PVC 57 Screen Cloth Fiberglass 60 Dow Silicone Sealant 61 1/4" Swlggie 70 4063 Meeting Rail Reinforcement Tube 6061 -TS Alum. 71 4084 Meeting Rail Reinforcement Tube End Cap Polypropolene 72 947 Hale Plug Poly lane 1.373• 1.273° 2.71W .082° �- 2.710° ---►� FRAME HEAD FRAME JAMB 1 #4102,6063 -T6 2 #4002,6063 -T6 1.11-7 u�r 1.342 Der .35r F 1.403° If --►{ M1.18r �-- r 3.152 .062 1.464° « 3.080 .723° at 082' 1.122' 575° -}}--- �-- I � �►-- 2.710° --� .062' U .06Y OFRAME WINDLOAD #4136, 6063- -76 O #4 3 60G3 -T6 O #4146, 6063-T6 O #4�AP6D63-T6 . .082° 050• 062° 3' 22170' .082 2.326" I jI 1.18r 1.340• per° 1.9' J�. -►-I 1.081° -►I 1291' 1.451' �+ FD(ED SASH TOP & OSCREEN ADAPTER O MEETING RAIL O BOTTOM RAIL 10 SASH MTG. RAIL 11 SASH SIDE RAIL 12 ANTI -LIFT CLIP # 4110,6063 -T6 #4054,6D63HS -T6 #4105,6063 -T6 # 4006, 6063 -TB #4126,6083--75 94025,6063 -T5 f. i 1.491• �+-- 981° "�-►� 1.443" �-- .040° SASH STOP COVER 14 #4143,6063-T6 -7j- 1.589' I 1- Oq0• INSTALLATION OHOLE COVER 15 #4081, 6063 -T6 -- 11.a9r 'Y -j .878° .060" GLAZING 48 BEAD 7/16" #4222, 6063 -T5 --►I 1.11s .188° GLAZING 49 BEAD, 7/16" #985, 6063 -T5 (USED W/ GRILL Krf ) . t N LY N N MEETING RAIL t ° I�:�4-0 SiAx 11 70 REINF. TUBE ':10�O�Op:,: �,�` 1070 TECHNOLOGY DRIVE �� `. N. VENICE, FL 34275 #4063,6061_T6 '5'S/ONA� -�`�� P.O. BOX 1529 , NOKOMIS; FL 34274 4II I I , P.E P.E.k se7xxs CERT. OF AUTH. X29298 1.092r Llf GLAZING 50 BEAD, 13/16" IG #4067, 6063 -T5 BOM AND EXTRUSIONS I ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS - SM 105/05/12 0 I NTS 1 5 OF 5 1 MD- HR810 -SM