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05-1454-000FORM 60OA -2001 (3` , ®J FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Marquez- Carbonell Residence Builder: Address: 7640 SW 66th Ave Permitting Office: Miami Dade County City, State: Miami Dade, FL 33143- Permit Number: Owner: Mr. Marquez - Carbonell Jurisdiction Number: 231000 Climate Zone: South 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 28.7 kBtu/hr _ 3. Number of units, if multi - family I _ SEER: 12.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 24.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area (ft =) 2188.51 ft' c. N/A 7. Glass area & type Single Pane Double Pane _ • a. Clear glass, default U- factor O.O ft = O.O ft = 13. Heatin g systems • • • • • • b. Default tint _ 422.0 ft= 0.0 ft= _ a. Electric Strip • 0666 • • Cpp!I•I.OkBtu/hr T c. Labeled U or SHGC 0.0 ft= 0.0 ft= ; • • 6@0P: 1.001, • a • • 8. Floor types _ b. Electric Strip • • • • • Oft_". 4kBftN _ a. Slab -On -Grade Edge Insulation R=0.4, 234.0(p) ft _ • • • •COP• 1.01 •! • • b. N/A c. N/A • • • • • c. N/A _ i : ••.�•• ••• -.� 9. Wall types 14. Hot water systems a. Concrete, Int lnsul, Exterior _ R =5.0, 355.0 W _ a. Electric Resistance • • •• **so • • • • @%¢6.® gallons _ b. Concrete, Int Insul, Exterior R =5.0, 356.7 ft= • EF: 0.89 c. Concrete, Int Insul, Exterior _ R =5.0, 466.1 ft= b. N/A • ; • ; • _ • d. Concrete, Int Insul, Exterior _ R =5.0, 229.1 W _ • �. .00. •.. • . _ e. Concrete, Int Insul, Adjacent R =11.0, 479.3 ft= c. Conservation credits • • • 0000 • • u• 10. Ceiling types (HR -Heat recovery, Solar • • • • • • a. Under Attic _ R =30.0, 2188.5 ft= _ DHP- Dedicated heat pump) 006 b. N/A _ 15. HVAC credits • • • • c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Una AH: Interior Sup. R=6.0, 40.0 ft _ PT- Programmable Thermostat, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0,40.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.19 Total as -built points: 35333 PASS Total base points: 37327 I hereby certify that the plans and'spdcijcaflegs 600 �a ^� • by this calculation are in compl Ada ; kg6t Energy Code. • PREPARED BY: DP v_id Rli?olWE. DATE: o �:� o E OF Y �Y � a fti ► ��jlr° � I hereby certify that this buildi , compliance with the Florida Ener� wif OWNER/AGENT: .,a%`, S101�A��' DATE: "r Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) '- FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2188.5 32.50 12802.8 Single, Tint W 1.5 7.0 30.0 58.39 0.94 1649.9 Single, Tint W 5.2 60 360 58.39 059 12496 Single, Tint W 1.5 70 45.0 58.39 0.94 2474.9 Single, Tint N 1.5 6.0 24.0 29.33 0.94 661.9 Single, Tint N 1.5 5.0 120 29.33 0.92 6323.1 Single, Tint N 1.5 5.0 *75 29.33 0.92 •2(§?!O Single, Tint E 15 7.5 AV a 65.40. ".0.45 49$2 Single, Tint E 7.7 113 476 :65.40 **V64 14192 Single, Tint S 180 60 55.34 • 0 43 :947.4 Single, Tint S 1.5 7.0 .400 3,1.0 5534 .091 1511.1 Single, Tint S 1.5 5.0 : 9.0 ; 55.34 .. Q,83 a411,3 Single, Tint N 5.8 7.5 'A.&. 29.33' • •'06 445.T Single, Tint W 5.2 6.0 142.0 58.39 • • •1159 445A • .• false As -Built Total: ; ' 18229.7 WALL TYPES Area X BSPM = Points Type R -Value ' Area X SPM' = Points Adjacent 479.3 1.00 479.3 Concrete, Int Insul, Exterior 50 155.(= 2.6 ®• • ►40.0 Extenor 1406.9 2.70 3798.6 Concrete, Int Insul, Exterior 50 396" 2.00 • : 7114 Concrete, Int Insul, Exterior 5.0 4661 2.00 932 2 Concrete, Int Insul, Exterior 5.0 2291 2.00 458.2 Concrete, Int Insul, Adjacent 11.0 479.3 060 287.6 Base Total: 1866.2 4277.9 As -Built Total: 1886.2 3101.4 DOOR TYPES Area X BSPM = Points Type 1 Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 37.6 6.40 2404 Exterior 361.1 6.40 2311.3 Exterior Insulated 840 640 537.6 Exterior Wood 128.0 9.40 1203.2 Exterior Insulated 17.1 6.40 109.3 Exterior Insulated 42.0 6.40 268.8 Exterior Insulated 52.5 6.40 3360 Base Total: 361.1 2311.3 As -Built Total: 361.1 2695.3 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 21885 2.80 6127.8 Under Attic 30.0 2188.5 2.77 X 1 00 6062.2 Base Total: 2188.5 6127.8 As -Built Total: 2188.5 6062.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 234.0(p) -20.0 - 4680.0 Slab-0n -Grade Edge Insulation 0.4 234 0(p -19.65 -4598.9 Raised 0.0 0.00 0.0 EnergyGauge® DCA Form 60OA -2001 Ene I yGauge®/FlaRES'2001 FLRCPB v3.30 Bases Total- -49R0.0 As43idlt Total- 2.U_n -59R 9 J FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 . BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2188.5 18.79 41122.1 2188.5 18.79 41122.1 Summer Base Points: 61962.0 Summer As -Built Points: 66611.8. Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 66611.8 0.545 (1.073 x 1.165 x 0.90) 0.2D4.. 1.00.0. 115979.- 66611.8 0.455 (1.073 x 1.165 x 0 90) 0284 : 1.�.: 9694.2 :. 61962.0 0.4266 26433.0 66611.8 1.00 1.125 0.284.: 1.000.. 21295 7 EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 . FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: BASE AS -BUILT FGLASS PESditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 2188.5 2.36 929.7 Single, Tint W 1.5 7.0 30.0 5.65 100 169.1 Single, Tint W 5.2 6.0 36.0 565 1.02 208.0 Single, Tint W 1.5 7.0 45.0 5.65 100 253.6 Single, Tint N 1.5 6.0 24.0 6.11 0.99 1455 Single, Tint N 1.5 50 12.0 6.11 0.99 ' 72 6 Single, Tint N 1.5 50 07.5 6.11 0.99 0119A Single, Tint E 1.5 7.5 -Pi; 5.05 • 4A 401.3 ingle, Tint E 7.7 11.3 i7.§..: • 505 a *J07 *57 1 Single, Tint S 18.0 6.0 400 479 ' .. J A WO.8 Single, Tint S 15 7.0 NO • 4.79 J.01 X145 2 Single, Tint S 15 5.0 :9.0 4.79 --1,04 •44.1 Single, Tint N 5.8 7.5 20.8 • • 6.11 '--W7 118.9 Single, Tint W 5.2 6.0 42.0 5.65 . --IV 2�It As -Built Total: • 412.5 . 1$84.7 WALL TYPES Area X BWPM = Points Type R -Value X V Area OM = Points .. . .... ... Adjacent 479.3 0.50 239.6 Concrete, Int Insul, Exterior 5.0 355.0: : 0&60 ,319.5 Exterior 1406.9 0.60 8441 Concrete, Int Insul, Exterior 5.0 3999 • 0.90 :3211) Concrete, Int Insul, Exterior 5.0 466.1 0.90 419.5 Concrete, Int Insul, Exterior 5.0 229.1 0.90 206.2 Concrete, Int Insul, Adjacent 11.0 479.3 0.20 95.9 Base Total: 1886.2 1083.8 As -Built Total: 1886.2 1362.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 37.6 1.80 67.6 Exterior 361.1 1.80 650.1 Exterior Insulated 84.0 180 151.2 Exterior Wood 128.0 280 3584 Exterior Insulated 171 180 30.7 Exterior Insulated 42.0 1.80 75.6 Exterior Insulated 52.5 180 94.5 Base Total: 361.1 650.1 As -Built Total: 361.1 778.1 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2188.5 010 218.9 Under Attic 300 2188.5 0 10 X 1.00 218.9 Base Total: 2188.5 218.9 As -Built Total: 2188.5 218.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 234.0(p) -2.1 -491.4 Slab-0n -Grade Edge Insulation 0.4 234.0(p -2.17 -5070 Raised 0.0 0.00 0.0 EnergyGauge® DCA Form 60OA -2001 Ene yGauge®/FlaRES'2001 FLRCPB v3.30 6a Tntal- s� A91_4 Ass- Bllllt Tntal- 2..U.n -sn7_n FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: EnergyGaugeTM DCA Form 60OA -2001 EnergyGaugeOfflaRES'2001 FLRCPB v3.30 : BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2188.5 -0.06 -131.3 2188.5 -0.06 -131.3 Winter Base Points: 2259.7 Winter As -Built Points: 4105.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) . 41054 0.643 (1.099 x 1.137 x 0 91) 1.OQQ .. 1.009. 3002.9 41054 0.357 (1.099 x 1.137 x 0.91) 1.000 : 1.Otg. :. * 1665.3 :. 2259.7 0.6274 1417.7 4105.4 1.00 1.137 1.006.: 1.000.. 4668 2 EnergyGaugeTM DCA Form 60OA -2001 EnergyGaugeOfflaRES'2001 FLRCPB v3.30 : FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: BASE CODE COMPLIANCE STATUS .••••. AS -BUILT WATER HEATING . Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms :... Volume Bedrooms Ratio Multiplier 4 236900 94760 66.0 0.89 4 100 234238 100 9369.5 Points Points Points Points As -Built Total: 9369.5 PASS ...... . EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3 30 CODE COMPLIANCE STATUS .••••. .••.: . . ...0 0000 BASE AS40LT •....• :... Cooling + Heating + Hot Water = Total Cooling + Heating +: HoCWatej •. - . Total• • • Points Points Points Points Points Points "'Isoints Points • 26433 1418 9476 37327 21296 4668 .44370 0000 36333 PASS ...... . EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3 30 '- FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHOCK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cMVsq.ft. window area; .5 chVsq.ft. door area 612.1 Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall, breaker electric or cutoff as must be provided. External of IYLRlf Ih'heat trap required. • foundation & wall sole or sill plate; joints between extenor wall panels at comers; utility 612.1 Spas & heated pools must have covers (except solar heated). Non- commercial pools ' penetrations; between wall panels & top/bottom plates, between walls and floor. / must have a pump timer. Gas spa & pool heaters must have a minimum thermal EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends v efficiency of 78 %. from, and is sealed to the foundation to the top plate. 612.1 Floors 606.1.ABC.1 2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed attached, sealed, insulated, and installed in accordance with the criteria of Section 610 to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top Boor, around shafts, chases, 607.1 Separate readily accessible manual or automatic thermostat for each system. soffits, chimneys, cabinets sealed to continuous air barrier, gapt;j%gyp board 4 jop slate; ; Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. attic access EXCEPTION: Frame ceilings where a continuous infiltra$on barflaros. • Common ceiling & floors R -11 ..;..' installed that is sealed at the perimeter, at penetrations and seaM9.6 : •. •. Recessed Lighting Fixtures 606.1.ABC.1.2 4 Type IC rated with no penetrations, sealed; or Type IC or non4C rated, installedgnside a • • • • • • sealed box with 1/2" clearance & 3" from insulation; or Type IG fated With < 2 0 cffh from • . . .. . conditioned space, tested. ...... Mufti-story Houses 606.1 ABC. 1.2.5 Air barrier on perimeter of floor cavity between floors. • • • • • • • . Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters complywit NFPA, • • • • • have combustion air. • 6A -22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. 00 .' COMPONENTS SECTION REQUIREMENTS •• • 0000 -ONSET Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or ilea j x arked ci►ailt• • • • breaker electric or cutoff as must be provided. External of IYLRlf Ih'heat trap required. • Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non- commercial pools ' must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 Duds in unconditioned attics: R-6 min insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11 EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 _ - ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. Mr. Marquez - Carbonell, 7640 SW 66th Ave, Miami Dade, FL, 33143- I . New construction or existing 2. Single family or multi- family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Stab -On -Grade Edge Insulation b. N/A c. N/A 9 Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. Concrete, Int Insul, Exterior d. Concrete, Int Insul, Exterior e. Concrete, Int Insul, Adjacent 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Interior Single Pane 0.0 ft' 422.0 ft' 0.0 ft' New - Single family - 1 - 4 No 2188.51 ft2 - Double Pane 0.0 ft' - 0.0 ft' - 0.0 ft' - R=0.4, 234.0(p) It - R =5.0, 355.0 ft' - R =5.0, 356.7 ft' R =5.0, 466.1 ft' - R =5.0, 229.1 ft' - R =11.0, 479.3 ft' R=30.0,2188.5 ft' - Sup. R=6.0, 40.0 ft - Sup. R=6.0, 40.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A • • c. Conservation credits ' (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 28.7 kBtu/hr SEER: 12.00 _ Cap: 24.0 kBtu/hr - SEER: 12.00 Cali 11,0 k33Wft • COP: 1.00 •T• • Cis 6::w :+. •.: C.0 P: 100 •- •• • w ••• •• • Ca; ;e 6 .gallon • EF: 0.89 • *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar7mdesignation), your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community AffaiXt#rgyersion: FLRCPB v3.30) BUILDING INPUT SUMMARY REPORT EnergyGauge® (Version: FLRCPB v3.30) Title: Marquez - Carbonell Residence Family Type: Single Address Type: Street Address Owner: Mr. Marquez - Carbonell New/Existing: New Lot #: N/A LL # of Units: 1 Bedrooms: 4 Subdivision: N/A Builder Name: (blank) Conditioned Area: 2188.51 Platbook: N/A O 0 Climate: South Total Stories: 1 Street: 7640 SW 66th Ave IL Permit Office: Miami Dade County Worst Case: No County: US Jurisdiction #: (blank) Rotate Angle: 0 City, St, Zip: Miami Dade, FL, 33143 - # Floor Type WWI Area/Perimeter Units N # Door Type Orientation Area Units 0: 1 Slab-On-Grade Edge Insulation 0.4 234 0(p) it 1 1 Wood Exterior 128.0 ft' 1 O 0 2 Insuiated Exterior 52.5 ft' 1 0 0 3 Insulated Exterior 42 0 ft' 2 J 4 Insulated Exterior 42 0 ft' 1 IL 2 Other(s) - 54.6 ft' N # Ceiling Type R -Val Area Base Area Units 0 # System Type Efficiency Capacity 1 Under Attic 300 2188 5 ft 2188 5ft 1 1 Central Unit SEER- 12 00 28 7 kBtu/hr (' Z Z 2 Central Unit SEER 12 00 24 0 kBtu/hr J J 0 W O V V Credit Multipliers: None Credit Multipliers: None • # Wag Type Location WWI Area Units # System Type • • ENiclency • • •Capacity Goes, • 1 Concrete Block - Int Instil Exterior 5.0 355.0 ft 1 Z 1 Electric Strip • • • •COP 100 • • 0".0 kBtu" ' U) J 2 Concrete Block - Int Insul Exterior 5.0 356.7 ft 1 2 Electric Strip • COP 1 00 • . •% ?kBtuRrc; • • . 3 Concrete Block - tint Insul Exterior 5.0 466.1 ft 1 • Q 4 Concrete Block - hrt Insul Exterior 50 229.1 ft 1 Q 5 Concrete Block - Int Instil Adjacent 110 479.3 ft' 1 W • • _ • • • • • • • Credit Multipliers: None ' # u on LE tlon Loeatlo er • 1 • •'L H. # Panes Tint Onrt Area OH Length OH Hght Un 1 Single Tint W 15.0 ft 1 5 ft 7 0 ft 2 y 1 Uncond Uncond. Interior • •• • 60 •40.0 it 2 Single Tint W 38 0 fl' S.2 ft 8 0 ft 1 0 2 Uncond. Uncond Interior . 8A • .4p -0 ft Go. • . • • 3 Single Tint W 45 0 W 1 5 ft 7 0 ft 1 • •• • • 4 Single Tint N 12 0 ft' 1 5ft 6011 2 0 • • • . ... • Goo 5 Single Tint N 6 0 ft' 1 5ft 5 0 ft 2 Credit Multipliers: None . •�� . • .. . • 6 Single Tint N 7.5 ft1 5 ft 5 0 ft 1 # System Type EF Ca;.* "Conservation Type Con.:EF ; 7 Single Tint E 26 3 ft' 1.5 ft 7.5 ft 3 W 1 Electric Resistance 089 660 None 000 8 Single Tint E 47 6 f12 7.7 it 11.3 ft 1 9 Single Tint S 20.0 ft2 18 O ft 6 0 ft 2 10 Single Tint S 15.0 ft' 1 5ft 7 0 ft 2 Q 11 Single Tint S 9.0 f1.5 it 5 0 ft 1 12 Single Tint N 20.0 ft 5.8 it 7.5 it 1 N 13 Single Tint W 42.0 ft' 5.2 it 6 0 ft 1 # Use Defame Annual Operating Cost Electric Rate 1 Yes N/A N/A 0 LL a III Z 3 Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 V Rater Certification #: CodeOnlyPro Duct Leakage Type: WA Pump Size: 0.00 hp U) Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 2188.5 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating Info shown HRV/ERV System Present?: No Avg Cell Hgt:8.67 EnergyGauge® (Version: FLRCPB v3.30) Residential System Sizing Calculation Summary Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South r7Gil4T�7� \i Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Load Humid' data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 56 r. Window total 422 Winter design temperature 47 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 18 F Total heating load calculation 31087 Btuh Total cooling load calculation 44929 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 55.0 17100 Sensible (SHR = 0.8) 115.0 42160 1480 Btuh TOTAL HEAT LOSS Latent 127.7 10540 Btuh 4030 Btuh Total seem 1173 52700 WINTER CALCULATIONS Winter Heatina Lead (for 2189 snftl Load component Load Load Window total Window total 422 sqft 11224 Btuh Wall total 1886 sqft 5362 Btuh Door total 361 sqft 3875 Btuh Ceiling total 2189 sqft 1751 Btuh Floor total 234 ft 4189 Btuh Infiltration 127 cfm 3207 Btuh Subtotal Duct gain .. v.caewa 29607 Btuh Duct loss 36676 1480 Btuh TOTAL HEAT LOSS 4223 Btuh 31087 Btuh Doors(, z%) Floors( +3%) SUMMER CALCULATIONS Summer Cenlinn Load (fer 2189 soft) Load component Load Window total 422 sqft 14315 Btuh Wall total 1886 sqft 4089 Btuh Door total 361 sqft 4315 Btuh Ceiling total 2189 sqft 3327 Btuh Floor total 0 Btuh Infiltration 111 cfm 2196 Btuh Internal gain 5100 Btuh Subtotal(sensible) 33341 Btuh Duct gain .. v.caewa 3334 Btuh Total sensible gain 36676 Btuh Latent gain(infiltration) 4223 Btuh Latent gain(intemal) 4030 Btuh Total latent gain 8253 Btuh TOTAL HEAT GAIN . 1 44929 Btuh ors %� vvawl7%) 6rtx)*hx11 %) Y*Mlo�) DuCtm %) o %> 000rsc10%) EnergyGauge® System Sizing based on ACCCA Manual J. PREPARED BY�4 d (o Q.. i ✓ v / DATE: / o S EnergyGauge® FLRCPB v3.30 sees sees. sees.. sees.. sees.. sees sees sees.. sees sees sees .. v.caewa . sees sees 6%) Y*Mlo�) DuCtm %) o %> 000rsc10%) EnergyGauge® System Sizing based on ACCCA Manual J. PREPARED BY�4 d (o Q.. i ✓ v / DATE: / o S EnergyGauge® FLRCPB v3.30 sees sees. sees.. sees.. sees.. sees sees System Sizing Calculations - Winter Residential Load - Component Details Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South Reference City: Miami (User customized) Winter Temperature Difference: 23.0 F 6/27/2005 Window Panes/SHGC /Frame /U Orientation Area X HTM= Load 1 1, Tint, Metal, DEF W 30.0 26.6 798 Btuh 2 1, Tint, Metal, DEF W 36.0 26.6 958 Btuh 3 1, Tint, Metal, DEF W 45.0 26.6 1197 Btuh 4 1, Tint, Metal, DEF N 24.0 26.6 638 Btuh 5 1, Tint, Metal, DEF N 12.0 26.6 319 Btuh 6 1, Tint, Metal, DEF N 7.5 26.6 200 Btuh 7 1, Tint, Metal, DEF E 78.9 26.6 2099 Btuh 8 1, Tint, Metal, DEF E 47.6 26.6 1265 Btuh 9 1, Tint, Metal, DEF S 40.0 26.6 1064 Btuh 10 1, Tint, Metal, DEF S 30.0 26.6 • • • • 798 Btuh 11 1, Tint, Metal, DEF S 9.0 26.6 • 236 Shth 12 1, Tint, Metal, DEF N 20.0 26.6 ' ..... 532 BttM 13 1, Tint, Metal, DEF W 42.0 26.6 • • 1117 801 Window Total 422 h 1224 • •u • Walls Type R -Value Area X HTM= Load • • • 1 Concrete - Exterior 5.0 355 3.3 .. 1177 Wuh 2 Concrete - Exterior 5.0 357 3.3 • • : 1177 Btuh 3 Concrete - Exterior 5.0 466 3.3 1538 Btuh 4 Concrete - Exterior 5.0 229 3.3 759 Btuh 5 Concrete - Adjacent 11.0 479 1.5 . •' .' . 719, Btdl1 Wall Total 1886 • • • • • 5362 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 38 10.8 406 Btuh 2 Insulated - Exter 84 10.8 908 Btuh 3 Wood - Exter 128 10.6 1354 Btuh 4 Insulated - Exter 17 10.8 185 Btuh 5 Insulated - Exter 42 10.8 454 Btuh 6 Insulated - Exter 53 10.8 568 Btuh Door Total 361 38756tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2189 0.8 1751 Btuh Ceilinq Total 2189 1751 Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0.4 234.0 ft(p) 17.9 4189 Btuh Floor Total 234 4189 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 18974(sgft) 127 3207 Btuh Mechanical 0 0 Btuh Infiltration Total 127 3207 Btuh •••• • • • • . . . . Subtotal 29607 Btuh nergyGauge® FLRCPB v3.30 Totals for Heating Duct Loss(using duct multiplier of 0.05) 1480 Btuh •••• • • • • . . . . Manual J Winter Calculations Residential Load - Component Details (continued) Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South 6/27/2005 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 . . 0000 00.00 ...... .... . . . .... ...... . . .. . ...... • 0000 0000•• • •• 0000 • • • •• 0000 •• • 0000 0000 • • • 0000 •• • 0000•• • • • EnergyGauge® FLRCPB v3 30 System Sizing Calculations - Summer Residential Load - Component Details Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South Reference City: Miami (User customized) Summer Temperature Difference: 18.0 F 6/27/2005 Internal Occupants Btuh/occupant Appliance Load Slain I 6eroyGauae® FLWCPB 4!M + 3600 5100 Btuh • *goes 0.00.0 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U /InSh/ExSh Omt Len Hqt Gross Shaded Unshaded Shaded Unshaded 1 1, Tint, DEF, B, N W 1.5 7 30.0 0.0 30.0 18 50 1500 Btuh 2 1, Tint, DEF, B, N W 5.16 6 36.0 20.6 15.4 18 50 1141 Btuh 3 1, Tint, DEF, B, N W 1.5 7 45.0 0.0 45.0 18 50 2250 Btuh 4 1, Tint, DEF, B, N N 1.5 6 24.0 0.0 24.0 18 18 432 Btuh 5 1, Tint, DEF, B, N N 1.5 5 12.0 0.0 12.0 18 18 216 Btuh 6 1, Tint, DEF, B, N N 1.5 5 7.5 0.0 75 18 18 135 Btuh 7 1, Tint, DEF, B, N E 1.5 7.5 78.9 13.1 65.8 18 50 3526 Btuh 8 1, Tint, DEF, B, N E 7.67 112 47.6 139 33.7 18 5O 1934 Btuh 9 1, Tint, DEF, B, N S 18 6 40.0 20.0 20.0 18 27. " ' . JW .Btdh 10 1, Tint, DEF, B, N S 1.5 7 30.0 15.0 150 18 2- : 6-g g8tuh 11 1, Tint, DEF, B, N S 1.5 5 9.0 9 0 0.0 18 277 0 go 19Y gdtuh 12 1, Tint, DEF, B, N N 5.83 75 20.0 0.0 20.0 18 IS. 360 Btuh 13 1, Tint, DEF, B, N W 5.16 6 420 31.7 10.3 18 5Q ; 108.5. TO Window Total 422 g 1431$.Stuh Walls Type R -Value Area HTM Load e • 1 Concrete - Exterior 5.0 3550 2.6: • 930 •Btuh 2 Concrete - Exterior 5 0 356.7 . 2.60 ' 035. O tyh 3 Concrete - Exterior 5.0 466.1 2.6' 1221 Btuh 4 Concrete - Exterior 50 229.1 2.6. g g go riff gdtvh 5 Concrete - Adjacent 11.0 479.3 0.8: gee •e 403 *dtuh Wall Total 1886.2 4089 Btuh Doors Type Area HTM Load 1 Insulated - Exter 37.6 12.0 452 Btuh 2 Insulated - Exter 84.0 12.0 1011 Btuh 3 Wood - Exter 128.0 11.8 1508 Btuh 4 Insulated - Exter 17.1 12.0 206 Btuh 5 Insulated - Exter 42.0 12.0 506 Btuh 6 Insulated - Exter 52.5 12.0 632 Btuh Door Total 361.1 4315 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under AttictDark 30.0 2188.5 1.5 3327 Btuh Ceilinq Total 2188.5 3327 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.4 234.0 ft(p) 0.0 0 Btuh Floor Total 234.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 18974 110.9 2196 Btuh Mechanical 0 0 Btuh Infiltration Total 111 1 2196 Btuh Internal Occupants Btuh/occupant Appliance Load Slain I 6eroyGauae® FLWCPB 4!M + 3600 5100 Btuh • *goes 0.00.0 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South 6/27/2005 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (U - Window U- Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds/Dapedes(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3 30 0000•• • • • • • 0000 0000 •.•. •00• • 0000• 0000•• • • Subtotal 33341 Btuh Duct gain(using duct multiplier of 0.10) 3334 Btuh Total sensible gain 36676 Btuh Totals for Cooling Latent Infiltration gain (for 56 gr. humidity difference) 4223 Btuh Latent occupant gain (5 people @ 230 Btuh per person) 1150 Btuh Latent other gain 2880 Btuh W~FA2 .+.... • wAe-%e Q•..k Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (U - Window U- Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds/Dapedes(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3 30 0000•• • • • • • 0000 0000 •.•. •00• • 0000• 0000•• • • �s COLTRAIN & JONES ARCHITECTS, P.A. February 7, 2006 To: Building Official City of South Miami Building Department 6130 Sunset Drive South Miami, Florida 33143 RE: Address Correction Marquez- Carbonell Residence 7640 SW 66th Avenue South Miami, Florida 33143 • • .. • '0000 Dear Building Official, •••• 0000.. • • 0000 This letter serves to document that the original address listed on the permit &I'Cumen4j cjf 7640 SW 66th Avenue Terrace was incorrect. Please accept this letter as of G f corrtcuW of this condition along with the change as made on the architectural drawings to the attaal. address of 7640 SW 66th Avenue. ; ••; •••• .. . 0000 .. 0000 0000.. Sincerely, Richard K. Jones, AIA 535 SW 811, Street • MIAMI, FLORIDA • 33130 PHONE: 305 -285 -6723 • FAX: 305- 285 -6722 •.... 0000.. 0000.. .00.00 0000 0000 t I r r r E 4 u S 1 U.S. STRUCTURES, INC. Structival Engineering Forensic Frigtneering "Threshold Inspectors STRUCTURAL CALCULATIONS FOR MARQUEZ - CARBONELL RESIDENCE ., y ,U• � J,J � U LU) t 70SI; A., TOLEDO, P.E. STRUCTURAL: ENGINEER FL LICENSE #54891 4444 Southwest 711' Avenue • Slnte 103 • llianu • Florida • 33155 Tel 305.665.4555 • Fax. 305 665 5522 • e -mail. www.usstructuresinc.com • CA 8439 LOCATED AT: • ... • . 7640 SW 66'x' AVENUE TERRACE ;....: .... . SOUTH MIAMI, FLORIDA 33143 . .... . ..... • . . ... ...... . .... ...... ; DATE: .••. •••••. SEPTEMBER 93, 2005 (SHEETS 1 -13) • • ., y ,U• � J,J � U LU) t 70SI; A., TOLEDO, P.E. STRUCTURAL: ENGINEER FL LICENSE #54891 4444 Southwest 711' Avenue • Slnte 103 • llianu • Florida • 33155 Tel 305.665.4555 • Fax. 305 665 5522 • e -mail. www.usstructuresinc.com • CA 8439 U.S. STRUCTURES, INC. CONSULTING STRUCTURAL ENGINEERS DESIGN CALCULATIONS JOB MARQUEZ - CARBONELL RESIDENCE SHEE'r NO O OF /3 CALCULATED BY RL DATE SEPTEMBER 2005 TITLE TABLE OF CONTENTS 4444 SOUTHWEST 71" , AVENUE • SUITE 103 • MIAMI • FLORIDA • 33155 PHONE 305.665.4555 • FAx 305.665.5522 • E -MAIL: WWW.USSTRUCTURF_SINC.COM • CA 8439 PAGE DESCRIPTION ..... 1 -2. Design Loads and Wind Loads 3-4. Prefabricated Wood Roof Trusses 5 -6. Prefabricated Wood Roof Girders 7. Concrete Beams 8 -11. Masonry Walls & Openings 12 -13. Shallow Spread Concrete Wall Footings & Pads 4444 SOUTHWEST 71" , AVENUE • SUITE 103 • MIAMI • FLORIDA • 33155 PHONE 305.665.4555 • FAx 305.665.5522 • E -MAIL: WWW.USSTRUCTURF_SINC.COM • CA 8439 . ..... . . .... ..... ...... .... . . . .... ...... . .. . ...... .... .. . . . .... ...... .. .... .. .... .. . .... .... . . . .... .. . 4444 SOUTHWEST 71" , AVENUE • SUITE 103 • MIAMI • FLORIDA • 33155 PHONE 305.665.4555 • FAx 305.665.5522 • E -MAIL: WWW.USSTRUCTURF_SINC.COM • CA 8439 r U.S. Structures, Inc. CA 8439 Project: Marquez - Carbonell PROJECT NAME: Marquez - Carbonell Residence K2 Additions and Renovations 18.43 7640 SW 66 Avenue Terrace Max Roof Height - z South Miami, FL 33143 h� Mean Roof Height - h DESIGN LOADS: Roof Live Load 30 psf for flat roofs (20 psf for slopes > 1.5:12) Least Horiz. Dim. // to Wind - L Roof Dead Load 25 psf _ Floor Live Load 125 psf 0.30 Floor Superimposed DL 25 psf Importance Factor - 1= Stair Live Load 100 psf CODE REFERENCE: All work, designs and calculations shall be designed in accordance with 146.00 the Florida Building code, 2001 edition. WIND LOADS: In accordance with ASCE 7 -98 - Method 2 Analytical Procedure Building Category 2 K2 Roof Slope (4:12) 18.43 degrees Max Roof Height - z 20.00 feet Mean Roof Height - h 15.50 feet Least Horiz. Dim. // to Wind - L 52.50 feet h/L 0.30 Importance Factor - 1= 1.00 Wind Speed - V = 146.00 mph Kh = 0.85 Kz = 0.90 Kd = 1.00 Determine Topographical Factor - Kzt K1 0.00 K2 0.00 K3 0.00 Kzt = 0 +K1 *K2 *K3) ^2 = 1.00 Code Reference 6.5.E .... fig. 6.1... •.... 6.5.8 /table 6 -5 • • • 6.5.g / /tabl1 6-5 • • • 6.5.4.4/lable 6- 6'..'.' fig. &2 • fig. 5-2 . • � . fig. 6-2 �.... equitiop @-1 �....' BASIC PRESSURE: Components and Cladding - Exposure C qh = 0.00256 * Kh * Kzt * Kd * 1 * V ^2 qh = 46.38 psf Jose A. Toledo, P.E. PE License 54891 MWFRS - Exposure C qh = 0.00256 * Kh * Kzt * Kd * I * V "2 qh = 46.38 psf qh = 0.00256 * Kz * Kzt * Kd * I * V ^2 qz = 49.11 psf Tele 305.665.4555 Fax 305.665.5522 September 9, 2005 Page/. Fri r U.S. Structures, Inc. CA 8439 DESIGN WIND PRESSURES - Windows and Doors zone width a = 5.25 feet p = gh((GCp) - (Gcpi)], where Gcpi-- ± 0.18 Jose A. Toledo, P.E. PE License 54891 Typical Window (Area < 10sq -ft) Typical Door (Area approx. 21 sq -ft) Garage Door (Area approx. 64 sq -ft) Roofing Pressures (Area < 10sq -ft) Project: Marquez - Carbonell Tele 305.665.4555 Fax 305.665.5522 .. 0000 . 0000 0000.. September 9, 2005 Page 4 0000. 0000. .0000. 0000.. 0000.. 0000 0000 Gcp Gcpi Pressure p) psf Zone 4 windward Zone 4 leeward Zone 5 windward Zone 5 leeward 1.00 -0.18 54.73 -1.10 0.18 -59.37 1.00 - 0.18 54.73 -1.40 0.18 -73.29 Tele 305.665.4555 Fax 305.665.5522 .. 0000 . 0000 0000.. September 9, 2005 Page 4 0000. 0000. .0000. 0000.. 0000.. 0000 0000 Gcp Gcpi Pressure (p) psf Zone 4 windward Zone 4 leeward Zone 5 windward Zone 5 leeward 0.90 -0.18 50.09 -1.05 0.18 -57.05 0.90 -0.18 50.09 L-1.301 0.18 -68.65 Tele 305.665.4555 Fax 305.665.5522 .. 0000 . 0000 0000.. September 9, 2005 Page 4 0000. 0000. .0000. 0000.. 0000.. 0000 0000 Gcp Gcpi Pressure psf Zone 4 windward Zone 4 leeward Zone 5 windward Zone 5 leeward 0.80 -0.18 0000 45. -0.90 0.18 -50. 0.80 -0.18 • • • • • • 45. 1 -1.00 0.18 -54. Tele 305.665.4555 Fax 305.665.5522 .. 0000 . 0000 0000.. September 9, 2005 Page 4 0000. 0000. .0000. 0000.. 0000.. 0000 0000 Gcp Gcpi PreSSVL@tp) psP. Zone 1 -0.90 0.18 -50. Zone 2 -2.10 0.18 ---105. Zone 3 -2.10 0.18 • • • • - 105.75 Tele 305.665.4555 Fax 305.665.5522 .. 0000 . 0000 0000.. September 9, 2005 Page 4 0000. 0000. .0000. 0000.. 0000.. 0000 0000 U.S. Structures, Inc. Project: Marquez - Carbonell CA 8439 ROOF TRUSSES In accordance with ASCE 7 -98 (see attached plan and calculation page 1) ROOF TRUSSES -SIMPLE SPAN WITH UNIFORM LOADING 2133 2133 Mark T -1 T -2 T-3 T-4 Truss span (L) (feet) 7 8.5 55.5 9.75 t Tnb Area (L *U3) 16 24 1027 32 GCp zone 1 -0.88 -0.86 -0.80 -0.86 GCp zone 2/3 -2.00 -1.85 -1.40 -1.75 Basic wind pressure (psf) 46.38 4638 46.38 46.38 Gcpi 0.55 0.18 0.18 0.18 Wind pressure zone 2/3 0 • Uplift Capacity p= gh(Gcp -Gcpi) - 118.28 -94.16 -73.29 -89.52 y NET UPLIFT ( -10 psf DL) - 108.28 -84.16 -63.29 -79.52 Gravity loads 315 468 3053 536 Uplift reaction based on C&C 1260 0 C&C R= (L *2/2) *(p) 758 715 3512 775 Connection Caoaci NVHTA 12 Uplift Capacity 2133 2133 2133 2133 • Lat Capacity Parallel (1-1) 1617 1617 1617 1617 . 4' • • • • • • : Lat. Capacity Perp.(L2) 1943 1943 1943 1943:....; NVTA -18 •�•••• 0 No of NVTA18 straps= 0 0 2 0 • Uplift Capacity 0 0 2322 0 •• • Lat Capacity Parallel (1-1) 0 0 1040 0 • •' • ' • • Lat. Capacity Perp. (L2) 0 0 1260 0 Total Uplift Capacity = 2133 2133 4455 2133 • ~ • • • Total Lateral Capacity (1-1) = 1617 1617 2657 1617 ; •' ; 0 08 Total Lateral Capacity (1-2) = 1943 1943 3203 1943. :.' .0 [CONNECTION] .. . . .00. 0000 Final Connection: [A] [A] [D] +[L] [A] • 00 0.0 Jose A. Toledo, P.E. Tele 305.665.4555 September 9, 2005 PE License 54891 Fax 305.665.5522 Page,. 0000. 0000. 0000.. 0000.. 0000.. see* 0000 . 0 U.S. Structures, Inc. CA 8439 Project: Marquez - Carbonell ROOF TRUSSES - SIMPLE SPAN WITH UNIFORM LOADING Mark T-5 T-6 T -7 T-8 Truss span (L) (feet) 6 7.75 17.5 6.5 ~' Tnb Area (L'U3) 12 20 102 14 GCp zone 1 -0.89 -0.86 -0.80 -0.88 GCp zone 2/3 -2.19 -1.85 -1.40 -2.00 _ Basic wind pressure (psf) 46.38 46.38 46.38 46.38 Gcpi 0.18 0.18 0.18 0.18 Wind pressure zone 2/3 p= gh(Gcp -Gcpi) - 109.93 -94.16 -73.29 - 101.12 NET UPLIFT ( -10 psf DL) -99.93 -84.16 -63.29 -91.12 Gravity loads 270 426 963 358 Uplift reaction based on C &C- C &C R= (Le2/2) *(p) 600 652 1108 592 Connection Caoacity NVHTA 12 Uplift Capacity 2133 2133 2133 2133 Lat Capacity Parallel (L1) 1617 1617 1617 1617 • Lat. Capacity Perp. (L2) 1943 1943 1943 1943 • • • • • NVTA -18 No of NVTA18 straps= 0 0 0 0 fee • :0,000. Uplift Capacity 0 0 0 0 • • • Lat Capacity Parallel (1-1) 0 0 0 0 . s.ef ..fees ; Lat. Capacity Perp.(L2) 0 0 0 0 ; ; .. ...... Total Uplift Capacity = 2133 2133 2133 2133 ' • • • • e f • • • 0 • f Total Lateral Capacity (L1) = 1617 1617 1617 1617 f "" •e Total Lateral Capacity (L2) = 1943 1943 1943 1943 ; .'; "'f :so Final Connection: [A] [A] [A] [A] .. . . . .... .... .... .. . Jose A. Toledo, P.E. Tele 305.665.4555 September 9, 2005 PE License 54891 Fax 305.665.5522 Page .� U.S. Structures, Inc. Project Marquez - Carbonell CA 8439 PREFAB ROOF TRUSS GIRDERS (Reference Wind loads per ASCE 7 -98, see calculation sheet 1) ROOF TRUSS GIRDERS-SIMPLE SPAN WITH UNIFORM LOADING MARK HGT -1 HGT -2 HGT-3 HGT-4 Truss span (L) (feet) 95 12 11 9 Girder Setback from TB (ft) 7 7 6 5 Tnb Area for reactions. (setback12)'(L/2)= 12 23 19 11 Tnb Area for determination of wind pressure (L•U3)= 30 48 40 27 GCp zone 1 -089 -088 -080 -082 GCp zone 2/3 -210 -1 90 -140 -140 Basic wind pressure (psf) 4638 4638 4638 4638 Gcpi 018 018 0.18 018 Gravity Loading (DL) psf 25 25 25 25 Gravity Loading (LL) psf 30 30 30 30 REACTIONS Gravity reaction R = load'tnb A/2= 660 1265 1018 605 Wind pressure zone 2/3. p= gh(Gcp -Gcpl) -10575 -9648 -7329 -7329 Goo** NET UPLIFT ( -10 psf DL) -9575 -8648 -6329 -6329 .... .. Uplift reaction R= (setback/2)'(L/2)'(p) 1149 1989 1171 696 :....: .... Connection. [A] [B] [A] [A] . . ' . .. . .... ...... ...... .. . . . . .... .... see* •• . Jose A Toledo, P E Tele 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page U.S. Structures, Inc. Project. Marquez - Carbonell CA 8439 ROOF TRUSS GIRDERS -SIMPLE SPAN WITH UNIFORM LOADING MARK GT -1 GT -2 GT-3 GT-4 GT,5 Truss span (L) (feet) 55.5 17 16 15 19 Girder Setback from TB (ft) 7 75 5 65 5 Tnb Area for reactions (setback/2)•(L/2)= 125 40 28 32 33 Tnb Area for determination ' of wind pressure (L'L/3)= 1027 96 85 75 120 GCp zone 1 -080 -083 -088 -087 -087 GCp zone 2/3 -140 -1.65 -1.87 -178 -178 Basic wand pressure (psf) 4638 4638 46.38 4638 4638 Gcpi 018 018 018 018 018 Gravity Loading (DL) psf 25 25 25 25 25 Gravity Loading (LL) psf 30 30 30 30 30 REACTIONS Gravity reaction R = load`tnb A/2= 6868 2221 1540 1753 1829 Wind pressure zone 213 p= gh(Gcp -Gcpi) -7329 -8488 -95.09 -9091 -9091 NET UPLIFT ( -10 psf DL) -6329 -7488 -8509 -8091 -8091 Uplift reaction R= (setback/2)'(L/2)'(p) 7903 3023 2382 2579 2690 . . ..•. ..... Connection [E] [D] [B] [D] [D] ...... .... . . . . .. •• . •••• ...... .. . .... .... Jose A Toledo, P E Tele 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page U.S. Structures, Inc. Project Marquez - Carbonell CA 8439 Concrete Beam Design (ref ACI 318 and Design Handbook) Roof Level Concrete Beams - SIMPLE SPAN WITH UNIFORM LOADING MARK B -1 B -2 13-3 B-4 B-5 B-6 F'c(psi) 3000 3000 3000 3000 3000 3000 beam wdth (b) 8 8 8 10 8 8 beam height (h) 20 29 34 27 37 12 effective "d" 175 265 31 5 245 345 95 span (feet) 5 11 10 7 65 5 LOADING DEAD LOADS roof DL =25'U2 131 25 9375 75 100 50 50 self beam DL 160 232 272 270 296 96 LIVE LOADS Roof LL =30'U2 1575 1125 90 120 60 60 Wu =1 4DL +1 7LL 67550 64730 63880 72200 58640 30640 BENDING M=wl ^2/8 (k -ft) 211 979 799 4.42 310 096 Ku= M•12000/b'd ^2 10 21 12 9 4 16 rho (from tables) 0 002 0 002 0 002 0 002 0 002 0 002 A's= rho'b•d 0.28 042 050 049 055 015 • 0000. SHEAR •••••• •••• Vu @d=wu•(span /2 - d/12) 07 21 1 5 1 1 . . of.. 0000 05 0000. • stirrup spacing (in) 8 12 12 12 12 •4 • phiVn= phi(Vc +Vn) 31 1 346 412 343 45 l 36F* • • • • • OK OK OK OK OK ok REINFORCEMENT .0*.*. • • • • • • Top bars 2#5 2#5 2#5 2#5 0000 2#5 .. 2#5 . • • • • Intermediate bars 2#5 2#5 4#5 2#5 4#5 None • • • Bottom Bars 2#5 2#5 2#5 2#5 245 • • 245 • • Stnrrups #3 @8 "oc #3 @12 "oc #3 @12 "oc #3 @12 "oc #3@ 12"oc: .. 0 . . . 60.0.0 #394 "oc 0.6. .... ••••• 0600 . • 6 Jose A Toledo, P E Tele 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Pagel U.S. Structures, Inc. CA 8439 Project Marquez - Carbonell Typical Wall Design - tle beam eley +10' -6" In accordance with ACI 530 fm (psi) = 2000 masonry strength Modulus of Elasticity fs (psi) = 24,000 steel strength grade 60 Es = 29,000 ksi • n = 161 ratio Es /Em Em = 1800 (900 x F'm)ksi H (feet) = 1150 wall height Pier Dimensions Wtrib (ft) = 267 tributary width t = 7 625 depth A bar (in2) = 031 area of 1 #5 bar b = 32 000 width n bar = 1 no. of bars in pier Ae =b•(eq solid thkns) 156 800 Area d (in) = 382 distance from compression flange (at center of cell) Lateral Wind Pressure (from page 1) A trib = 3067 (wall ht' trib width) . GCp = -090 from fiqure 6 5A at zone 4 Gcpi = 018 qh (psf) = 4638 from page 1 p (psf) = 5009 from p = gh(GCp -Gcpi) Maximum Moment at Mid -span of Pier M = [p * (Wtnb) * H "2]/8 = 220832 ft -lb rho = (n bar)'(A bar) /b *d = 00025 ratio of area of steel to uncracked section k = [2'n'rho + (rho'n) "2] ^1 /2 - rho'n = 0 248 ••••• • k * d = 0 947 . . in location of neutral axis from outside face of block ...... .... ..... .... . . j =1 - k/3 = 0 917 in check position of N A - should be within face of shell, 1 25" j • d = 3 504 . . in lengh of lever arm between centers of C and T see* .. . ...... •• . fb = M/[(b *dA2)'(2/j'k)] = 49908 psi Compressive masonrl strength • �' •' • • • • • •' fs = M /[(n bar)'(A bar) *j *d] 2439366 psi Tensile stress in steer. . • • .. .... P= 5129 333 Ibs axial loads on pier (due to roof, beam, half wall, etc) .. . • • • .... .... fa = P /Ae = 327 psi stress due to axial loads • • • • • • • h/r- H'12/2.7= 51 1 < 99 therefore use ACI equation 2 -12 • • Fa =O 251m•[1- (h/(140•r) 12)] = 4334 psi allowable axial stress in masonry Check allowable stresses in masonry pier, steel and combined stresses fs (psi) = 24394 < Fs *1 333 = 31992 psi OK fa +fb = 531 8 < Fb= (1/3*Fm) *l 333 = 888 7 psi OK fa = 327 < Fa *1 333 = 577 7 psi OK (fa/Fa) +(fb /Fb) = 062 < 100 OK Use #5 at 32" o.c. Jose A Toledo, P E Tele 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page U.S. Structures, Inc. CA 8439 Typical Pier Design - 3' openings In accordance with ACI 530 fm (psi) _ fs (psi) _ n= 2000 masonry strength 24,000 steel strength grade 60 16 1 ratio Es/Em Project Marquez - Carbonell Modulus of Elasticity Es = 29,000 ksi Em = 1800 (900 x F'm)kst H (feet) = 1150 wall height Pier Dimensions Wtnb (ft) = 317 tributary width t = 7 625 depth A bar (m2) = 031 area of 1 #5 bar b = 20 000 width n bar = 1 no of bars in pier Ae =b'(eq solid thkns) 116 000 Area d (in) = 382 distance from compression flange (at center of cell) Lateral Wind Pressure (from page 1) A tnb = 3642 (wall ht' tnb width) GCp = -090 from fiqure 6 5A at zone 4 Gcpi = 018 qh (psf) = 4638 from page 1 p (psf) = 5009 from p = gh(GCp -Gcpi) Maximum Moment at Mid -span of Pier M = [P * (Wtnb) ' H ^2]/8 = 262238 ft-lb rho = (n bar)'(A bar)/b'd = 00041 ratio of area of steel to uncracked section k = [2'n'rho + (rho'n) ^2] "1/2 - rho•n = 0 302 . . • • • .... ..... k ' d = 1 154 ...... in location of neutral axis from outside face of block .... . . . .... ...... j =1 - k/3 = 0 899 in check position of N A - should be within face of shell, 1 ��" • . . . .. . ...... ' d = 3 435 in lengh of lever arm between centers of C and T • • • • • • • fb = M/[(b'd^2)'(2/j ' k)] = 79383 psi Compressive masonry strength fs = M /[(n bar)'(A bar)'j'd] 2954909 psi Tensile stress in steel' "' • P = 6091 083 Ibs axial loads on pier (due to roof, beam, half wall, etc) . ".' . . . . . " ". • "" • .... .. . fa = P /Ae = 525 psi stress due to axial loads " ' ' • • h/r= H'12/2 7= 51 1 < 99 therefore use ACI equation 2 -12 Fa= 0.25•fm•[1- (hl(140•r) ^2)] = 433.4 psi allowable axial stress in masonry Check allowable stresses in masonry pier, steel and combined stresses fs (psi) = 29549 < Fs'1 333 = 31992 psi OK fa + fb = 8463 < Fb= (1 /3'fm)'1 333 = 8887 psi OK fa = 525 < Fa'1 333 = 577 7 psi OK (fa/Fa) +(fb /Fb) = 098 < 100 OK Use #5 at 3' openings Jose A Toledo, P E Tele 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page .9 U.S. Structures, Inc. CA 8439 Typical Pier Design - 4' openings In accordance with ACI 530 Project Marquez - Carbonell „ fm (psi) = 2000 masonry strength Modulus of Elasticity fs (psi) = 24,000 steel strength grade 60 Es = 29,000 ksi n = 161 ratio Es /Em Em = 1800 (900 x F'm)ksi - H (feet) = 11 50 wall height Pier Dimensions Wtrib (ft) = 433 tributary width t = 7 625 depth A bar (m2) = 031 area of 1 #5 bar b = 28 000 width n bar = 2 no of bars in pier Ae =b•(eq solid thkns) 145 600 Area - d (in) = 382 distance from compression flange (at center of cell) Lateral Wind Pressure (from page 1) A fib = 49.83 (wall ht • trib width) GCp = -0.90 from fiqure 6 5A at zone 4 Gcpi = 018 qh (psf) = 4638 from page 1 p (psf) = 5009 from p = gh(GCp -Gcpi) Maximum Moment at Mid -span of Pier M = [p • (Wtrib) • H ^2]/8 = 358853 ft-lb rho = (n bar)•(A bar) /b•d = 00058 ratio of area of steel to uncracked pection • k = [2•n•rho + (rho•n) "2] "1/2 - rho•n = 0 349 000000 ° . see* ° ... ..... k • d = 1 332 ..sees in location of neutral axis from outside face of block sees s . • • • • se•e ..sees j =1 - k/3 = 0 884 in check position of N A — should be within face of shell, 1 25' 0 • • . • .. • e . 1 • d = 3 376 in lengh of lever arm between centers of C and T ° ° ° . . • . sees .sees. fb = M /[(b•d"2)•(2/j•k)] = 68389 psi Compressive masonr;strerigth • . sees e f s = M/[(n bar)•(A bar)•j•d] 2057384 psi Tensile stress in steel* ° e e ° . . 0 0 0 0 P= 8335 167 Ibs axial loads on pier (due to roof, beam, half wall, etc) e * * • * . . e * * *' . • ease fa = P /Ae = 572 e e sees. psi stress due to axial loads s e e . • . • h /r=H "1212 7= 51 1 < 99 therefore use ACI equation 2 -12 Fa =O 25'fm'[l- (h /(140-r) "2)1 = 4334 psi allowable axial stress in masonry Check allowable stresses in masonry pier, steel and combined stresses fs (psi) = 20574 < Fs•1 333 = 31992 psi OK fa + fb = 741 1 < Fb= (1 /3*fm)•l 333 = 888 7 psi OK fa = 572 < Fa•1 333 = 577 7 psi OK (fa/Fa) +(fb /Fb) = 087 < 100 OK Use 2#5 at 4' openlnSls Jose A Toledo, P E Tale 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page /O U.S. Structures, Inc. CA 8439 Project Marquez - Carbonell Typical Pier Design — 5' openings In accordance with ACI 530 fm (psi) = 2000 masonry strength Modulus of Elashctty fs (psi) = 24,000 steel strength grade 60 Es = 29,000 ksi n = 161 ratio Es /Em Em = 1800 (900 x F'm)ksi - H (feet) = 1150 wall height Pier Dimensions Wtnb (ft) = 483 tnbutary width t = 7 625 depth A bar (in2) = 031 area of 1 #5 bar b = 28 000 width n bar = 2 no of bars in pier Ae =b *(eq solid thkns) 145 600 Area _ d (in) = 382 distance from compression flange (at center of cell) Lateral Wind Pressure (from page 1) A fib = 55.58 (wall ht * tnb width) - GCp = -090 from fiqure 6 5A at zone 4 Gcpi = 018 qh (psf) = 4638 from page 1 p (psf) = 5009 from p = gh(GCp -Gcpi) Maximum Moment at Mid -span of Pier M = [p * (Wtnb) * H "2]/8 = 400259 ft-lb rho = (n bar) *(A bar) /b *d = 00058 ratio of area of steel to uncracked section ° k = [2 *n *rho + (rho *n) ^2] ^1 /2 - rho *n = 0 349 • • • . ° . °.° °.•.. k * d = 1 332 ... °.. in Iocaton of neutral axis from outside face of block ..°. . . . ° • ) =1 - k/3 = 0 884 in check position of N A — should be within face of shell, 125" ° . .° . .....• ) * d = 3 376 in lengh of lever arm between centers of C and T . °... . °.... fb = M /[(b *d ^2) *(2/) *k)] = 76280 psi Compressive masonry strepl§t ° • • • • • fs = M /[(n bar) *(A bar)•) *d] 2294774 psi Tensile stress in steel • • • • • ° • ° • • • • P= 9296 917 Ibs axial loads on pier (due to roof, beam, half wall, etc) ° • • • • • • • • • • • • • • fa = P /Ae = 639 psi stress due to axial loads • • • • • • • • h /r =H *12/2 7= 51 1 < 99 therefore use ACI equation 2 -12 Fa =O 25-fm *[1 -(h /(140 *r) "2)] = 4334 psi allowable axial stress in masonry Check allowable stresses in masonry pier, steel and combined stresses I fs (psi) = 22948 < Fs *1 333 = 31992 psi OK fa + fb = 826 6 < Fb =(1 /3*fm) *l 333 = 888 7 psi OK fa = 639 < Fa *1 333 = 5777 psi OK (fa/Fa) +(fb /Fb) = 097 < 100 OK Use 2#5 at 5' openlnSls Jose A Toledo, P E Tale 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page // U.S. Structures, Inc. CA 8439 FOUNDATION DESIGN Q = 2000 psf assumed / see sods report 1 TYPICAL WALL FOOTING - one story walls Project Marquez - Carbonell Roof DL 25'L 73125 - Roof LL 30'L 87750 Tie Beam 8'12 9600 CMU wall 60'11 660.00 - Total Load F 236475 plf Minimum footing width required w = load/Q = 14 19 in - Use - WF46 2 TYPICAL WALL FOOTING - Interior walls Roof DL 25'L 73125 Roof LL 30'L 87750 Tie Beam 8'12 9600 CMU wall 55'15 66000 Total Load F 2364 75 plf Minimum footing width required. w = load/Q = 1419 in Use - WF -16 oboe •• • ....• • . • . . •bee •••e• 3 TYPICAL ISOLATED PAD FOOTING - at rear exposed patio 0000 • • • • • • Determine minimum bearing area based on gravity loads 00 ob • Tnb Area 3500 sq -feet 009000 • ... b . eee. .e • • Roof DL 25'A 87500 • • b • • e • ..:. Roof LL 30'A 1050.00 • • • ' . e 0 *' Beam B-4 10'17'7 119000 Col DL 10000 • • • Total Load 321500 Ibs • • • • • Minimum footing size required based on gravely loads .. • • .•.e e.ee w = [load/Q]^0 5 = 1 27 sq -feet "" b' • Wind pressure based on MWFRS • Basic wind pressure (qz) = 4911 psf (see page 1) G (gust effect factor) 085 per sect 6 5 8 1 Cp= -070 Addihonal Cp overhang = -080 Gcpi = 000 exposed conditions Design uplift (p) = 6262 psf Netuplift pressure (10 psf DL) 5262 psf Uplift ' 15 saftey factor 276244 Ibs Resisting Dead Load - Try foohng size — 3 feet squared footing t = 12 Beam DL — H ' W ' L 1190 00 Ibs Column DL — 10000 4" Slab DL ' (ftg width +1) 800 Ibs slab t = 4 Sod DL -17' thick (110 pcf) 990 Ibs soil t = 12 Footing 1350 Ibs Total resisting dead load — 4430 > 2762 44 OK Use — F3.0 Jose A Toledo, P E Tele 305.665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page I Z- ' U.S. Structures, Inc. Protect Marquez - Carbonell CA 8439 4 TYPICAL MONOLITHIC PAD FOOTING -at rear tie-columns Determine minimum bearing area based on gravity loads Tnb Area 125.00 sq -feet • • . Roof DL 25'A 312500 Roof LL 30'A 3750.00 Girder GT -1 Gravity 686813 Tie Beam 8'12'3 288.00 Col DL 8'12'11 105600 Total Load F 15087 13 Ibs Minimum footing size r cared based on gravity loads • w = [load/Oj ^05= 2 75 sq -feet Wind Pressure based on MWFRS Basic wind pressure (qz) = 46.38 psf (see page 1) G (gust effect factor) 085 per sect 6 5 81 Cp= -070 Additional Cp overhang = -080 Gcpi = 000 exposed conditions Design uplift (p) = 5914 psf Netuplift pressure (10 psf DL) 4914 psf Uplift ' 1 5 saftey factor 921358 Ibs Resisting Dead Load- • Try footing size - 5 feet squared footing t = 12 • • • • • • Beam DL- H' W' L 28800 Ibs 0009 •• • Column DL - 105600 • • . • 0 .. 0 • • • • . 4" Slab DL ` (ftg vAdth +1) 1800 Ibs slab t = 4 ! • • • • : Soo* Sod DL - 12 thick (110 pcf) 2750 Ibs soil t = 12 0000 0 :.. • . Footing 3750 lbs . • Total resisting dead load - 9644 > 9213 58 OK Use - F60 0.00 •• . 0 • 0000 • 0000• .• 0000 • • • •. 0000 •• • 0000 • • 0000 • • . 0000 •• • 0000•• . • • Jose A Toledo, P E Tele 305 665 4555 September 9, 2005 PE License 54891 Fax 305 665 5522 Page /3 FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A I Project Name: Marquez - Carbonell Residence Builder. j Address: 7640 SW 66th Ave Permitting Office: Miami Dade County City, State: Miami Dade, FL 33143- Permit Number: Owner: Mr. Marquez - Carbonell Jurisdiction Number: 231000 Climate Zone: South 1. New construction or existing New - 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 28.7 kBtu/hr j 3. Number of units. if multi -family 1 - _ SEER- 12 00 4. Number of Bedrooms 4 _ _ b. Central Unit Cap- 24.0 kBtu/hr 5. Is this a worst case? No _ SEER 12.00 6. Conditioned floor area (ft2) 2188.51 ft2 _ c. N/A 7. Glass area &type Single Pane Double Pane • _ a. Clear glass, default U- factor 0.0 ft2 0 0 ft2 00�� 13. Heating systems • • • • • • • ; ; _ j b. Default tint 422.0 ft2 0.0 ft2 _ a. Electric Strip Capp 60 kBtu/hr. :. • � c. Labeled U or SHGC 0.0 ft2 0.0 ft2 � � "• • • • 090 8(�P: 1.00 P: 1. 8. Floor types _ _ b. Electric Strip ' C`ep•0I �+•••: a. Slab -On -Grade Edge Insulation R�.4, 234.0(p) ft • •COP• 1.00 b. N/A _ .' c. N/A �••�•� 6000•. c. N/A 6066 •• • 9. Wall types _ 14. Hot water systems 0 • " "0 • • • • • • a. Concrete, Int Insul, Exterior R =5.0, 355.0 ft2 _ a. Electric Resistance Cap 06.0 gallons b. Concrete, Int Insul, Exterior R= 5.0.356.7 ft2 6.6 _ • • • EF: 049 c. Concrete, Int Insul, Exterior R=5.0,466.1 ft2 0 0 b. N/A • • • -0,0 _ d. Concrete, Int Insul, Exterior R =5.0, 229.1 ft2 6 : e. Concrete, Int Insul, Adjacent R =11.0, 479.3 ft2 0 6 0 6 • 0...: c. Conservation credits ; ; ; • • 10. Ceiling types 6 6 0 6 (HR -Heat recovery. Solar :06:0: _ a. Under Attic R =30.0, 2188.5 ft2 DHP- Dedicated heat pump) _ b. N/A _ 15. HVAC credits c. N/A _ (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0,40.0 ft _ PT- Programmable Thermostat b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0,40.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass/Floor Area: 0.19 Total as -built points: 35333 PASS Total base points: 37327 I hereby certify that the plan �,Spf%q .ation�el�overed by this calculation are in. pl Nth' WNa Energy Code. PREPARED BY: olbid GullroIa P.E c DATE: I hereby certify that thi6,buildipg, 0g gesi , i$ in compliance with the Floho irgy, " ' < OWNER/AGENT: fES 4 Z I?q DATE: ` Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) M FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: BASE F AS -BUILT PES ditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2188.5 32.50 12802.8 Single, Tint W 1.5 7.0 30.0 58.39 0.94 1649.9 Single, Tint W 5.2 6.0 36.0 58.39 0.59 12496 Single, Tint W 1.5 7.0 45.0 58.39 0.94 2474.9 Single, Tint N 1.5 60 24.0 29.33 094 0661.9 Single, Tint N 1.5 5.0 42.0 29.33 0.92 032Ai Single, Tint N 1.5 50 . 7!3' • • 29.33 • • 092 2420 Single, Tint E 15 7.5 0,/8.9 ; 65.40• • • 00 95 48998 Single, Tint E 7.7 11.3 040/ •' 65.40.0' 0t3 �4 -,19892 Single, Tint S 18.0 6.0 40.0 55.34 **08.43 ; 94' L Single, Tint S 1.5 7 0 430.0 55.34 ' 091 1511.1 Single, Tint S 1.5 5.0 •44. • 55.34• •063 •41T.: Single, Tint N 5.8 7.5 .20.0 29.33 ... 976 441.4 Single, Tint W 5.2 6.0 .42.0 .. 58.39'... D %9 . . ,. 1457.9 . • As -Built Total: 422.0 • • • • 18928.7 WALL TYPES Area X BSPM = Points Type R -Value .'Area X PPIVIO _ 0aWt9 Adjacent 479.3 1.00 479.3 Concrete, Int Insul, Exterior 5.0 889.9•: 2.00 ; 71A.i Exterior 1406.9 2.70 3798.6 Concrete, Int Insul, Exterior 5.0 356.7 2.00 00713.4' Concrete, Int Insul, Exterior 5.0 466.1 2.00 9322 Concrete, Int Insul, Exterior 50 229.1 2.00 458.2 Concrete, Int Insul, Adjacent 110 479.3 060 2876 Base Total: 1886.2 4277.9 As -Built Total: 1886.2 3101.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 37.6 640 2404 Exterior 361.1 6.40 2311.3 Exterior Insulated 840 6.40 537.6 Exterior Wood 1280 9.40 1203.2 Exterior Insulated 17.1 640 1093 Exterior Insulated 42.0 640 2688 Exterior Insulated 52.5 6.40 336.0 Base Total: 361.1 2311.3 As -Built Total: 361.1 2695.3 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2188.5 2.80 6127.8 Under Attic 30.0 2188.5 2 77 X 1.00 6062.2 Base Total: 2188.5 6127.8 As -Built Total: 2188.5 6062.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 234.0(p) -20.0 - 4680.0 Slab -On -Grade Edge Insulation 0.4 234.0(p -19.65 -4598.9 Raised 0.0 0.00 0.0 EnergyGauge® DCA Forrn 600A -2001 Ene auge®/FlaRES'2001 FLRCPB v3.30 Rana. Total- -"R0.0 A. -Ridif Total- 2..d_n .d89R_9 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: EnergyGauge'*' DCA Form 60OA -2001 EnergyGaugeOfRaRES'2001 FLRCPB v3 30 BASE . . ... AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2188.5 18.79 41122.1 2188.5 18.79 41122.1 Summer Base Points: 61962.0 Summer As -Built Points: I 66611.8, Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points .. . (DM x DSM x AHU) 66611.8 0.545 (1.073 x 1.165 x 0.90) 0:7-": 1 EQO 1159 61962.0 0.4266 26433.0 1 66611.8 66611.8 0.455 1.00 (1.073 x 1.165 x 0 90) O:WA..: 1.125 0.284 1.00Q . . 1.ODA . • • 969.8.2 212$A,7. EnergyGauge'*' DCA Form 60OA -2001 EnergyGaugeOfRaRES'2001 FLRCPB v3 30 . . ... ...... .... ...... . .. .... .. . EnergyGauge'*' DCA Form 60OA -2001 EnergyGaugeOfRaRES'2001 FLRCPB v3 30 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 2188.5 2.36 929.7 Single, Tint W 15 7.0 30.0 5.65 1 00 169.1 Single, Tint W 5.2 60 36.0 5.65 102 208.0 Single, Tint W 15 7.0 45.0 5.65 1.00 253.6 Single, Tint N 1.5 6.0 24.0 611 0.99 145.5 Single, Tint N 1.5 5.0 .12.0 6.11 099 • 72.6 Single, Tint N 1.5 50 .7.5,. 6.11 0,99 5.4 Single, Tint E 1.5 75 X78.9 5 05• ..: J b2 Single, Tint E 7.7 11.3 •47-.e • • 5.05 ... 4 07 . 2571 Single, Tint S 18.0 6.0 •40.0 4.79 • • • el 44 : �7a Single, Tint S 15 7.0 .30.0'. 4.79 • 1.01 145 2 Single, Tint S 1.5 50 X9.0• : 4.79 ".'1.04 • • 00T Single, Tint N 5.8 75 20.0 6.11 • '0 97 11%7 Single, Tint W 5.2 6.0 0 042.000 .... 5.69 1.02 As -Built Total: . . . 422.0 : 0 . •. • �7 WALL TYPES Area X BWPM = Points Type R -Value •• Area X WPU = PDigtso Adjacent 479.3 0.50 2396 Concrete, Int Insul, Exterior 5.0 wove 090 369 II Exterior 14069 0.60 844.1 Concrete, Int Insul, Exterior 5.0 356.7 0.90 • 3 ;1.0 Concrete, Int Insul, Exterior 5.0 466.1 0.90 445 Concrete, Int Insul, Exterior 5.0 229.1 0.90 206.2 Concrete, Int Insul, Adjacent 11.0 479.3 020 959 Base Total: 1886.2 1083.8 As -Built Total: 1886.2 1362.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 00 Exterior Insulated 37.6 180 676 Exterior 361.1 1.80 650.1 Exterior Insulated 84.0 180 151.2 Exterior Wood 1280 2.80 3584 Exterior Insulated 17.1 1.80 30.7 Exterior Insulated 42.0 180 75.6 Exterior Insulated 52.5 180 94.5 Base Total: 361.1 650.1 As -Built Total: 361.1 778.1 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2188.5 0.10 218.9 Under Attic 30.0 2188.5 0.10 X 1.00 218.9 Base Total: 2188.5 218.9 As -Built Total: 2188.5 218.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 234.0(p) -2.1 -491.4 Slab -On -Grade Edge Insulation 0.4 234.0(p -2.17 -507.0 Raised 0.0 0.00 0.0 EnergyGauge® DCA Form 60OA -2001 Ene auge®/FlaRES'2001 FLRCPB v3.30 Bare& Total- -491_A A --BWlt Total- 23b.0 507.0 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: . . ... 0000.. 0000 0000.. .. 0000 • .. 0000 0000 0000 • . . •••• .. . 0 0. 0 0 0 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3 30 BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2188.5 -0.06 -131.3 2188.5 -0.06 -131.3 Winter Base Points: 2259.7 Winter As -Built Points: 4105.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 00004 4105.4 0.643 (1.099 x 1.137 x 0.91) 1,000 1.000 • 3002 9: 4105.4 0.357 (1.099 x 1 137 x 0.91) 1 bpQ..: 1.0Qp• • • 166. 3 • • 2259.7 0.6274 1417.7 4105.4 1.00 1.137 1.000 1.000.. • 466A X • . . ... 0000.. 0000 0000.. .. 0000 • .. 0000 0000 0000 • . . •••• .. . 0 0. 0 0 0 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3 30 — FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: BASE AS -BUILT WATER HEATING CODE COMPLIANCE STATUS • •.•. Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2369.00 94760 660 089 4 1.00 2342.38 1.00 9369.5 Cooling + Heating + As -Built Total: 9369.5 PASS I' EnergyGauge'rm DCA Form 60OA -2001 EnergyGauge&FIaRES'2001 FLRCPB v3.30 .. .11 . • "..0. 0000 • 0000 .. 0000.. .. . 0000 CODE COMPLIANCE STATUS • •.•. 0000 . 0 0 0 0 0 0000 . BASE AS.BtJILT ' Cooling + Heating + Hot Water = Total Cooling + Heating +'..Hof Water.. _6 • 0000 Total • Points Points Points Points Points Points Points 0 0 0 0 Points..: 26433 1418 9476 37327 21296 4668 :..o 9370 36,333 PASS I' EnergyGauge'rm DCA Form 60OA -2001 EnergyGauge&FIaRES'2001 FLRCPB v3.30 .. .11 . • "..0. 0000 • 0000 .. 0000.. .. . - . FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 7640 SW 66th Ave, Miami Dade, FL, 33143- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CH K Exterior Windows & Doors 606.1.ABC 1 1 Maximum .3 cfrn /s .ft window area; .5 cfm/s .ft door area 612.1 Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; breaker electric or cutoff as must be provided. External or built-in heat trap uired. ' • • foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools penetrations; between wall panels & top/bottom plates; between walls and floor / must have a pump timer. Gas spa & pool heaters must have a minimum thermal EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends v efficiency of 78 %. from, and is sealed to, the foundation to the top plate. 612.1 Floors 606.1 ABC. 1 2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed attached, sealed, insulated, and installed in accordance with the criteria of Section 610 to the perimeter, penetrations and seams. Ceilings 606.1 ABC. 1.2.3 Between walls & ceilings, penetrations of ceiling plane of top1loor; around shafts, chases, • • • • Separate readily accessible manual or automatic thermostat for each system 0 soffits, chimneys, cabinets sealed to continuous air barrier, geps 90 in 9 gyp boadg iop0plate; 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides • 0 9 attic access. EXCEPTION: Frame ceilings where a continuous infiltration bamer 09 is 0 1119000 9000. Common ceiling & floors R -11 9099 installed that is sealed at the perimeter, at penetrations and Beams. ' Recessed Lighting Fixtures 606.1 ABC. 1.2 4 9999., Type IC rated with no penetrations, sealed; or Type IC or non-4C rated, installed jnside a •; -.. s • sealed box with 112" clearance & 3" from insulation; or Type ZC rated with < 24cfgl from ' conditioned space, tested. • • • • .. • • ' • Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. • • • • 9999:. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion spa4e heWrs complya0lth NFPA, have combustion air. ; .' • 6A -22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residenc . • • COMPONENTS SECTION TREQUIREMENTS ' 0 0 CK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch &c:lg -39J marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap uired. ' • • Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 Duds in unconditioned attics: R-6 min. insulation HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides Common ceiling & floors R -11 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. Mr. Marquez - Carbonell, 7640 SW 66th Ave, Miami Dade, FL, 33143- I . New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul. Exterior c. Concrete, Int Insul, Exterior d. Concrete, Int Insul, Exterior e. Concrete, Int Insul, Adjacent 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup- Unc Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Interior New - 12. Cooling systems Single family - a. Central Unit Cap- 28 7 kBtu/hr - I - SEER: 12.00 _ 4 - b. Central Unit Cap: 24.0 kBtu/hr No - SEER: 12.00 _ 2188.51111 c. N/A Single Pane Double Pane - 0.0 ft2 0.0 ft2 - 422.0 ft' 0.0 ft2 13. Heating systems a. Electric Strip see* s o 0 • �� • Cali; LCQ kBtu/hr • - 0.0 ft' 00ft2 _ •0.00• ..GOP•1.00.- b. Electric Strip • Crap:6.l Utu/hr:... • - . • • 0 EOP' 100 • R=0.4, 234.0(p) ft c. N/A - .06.0. e ... • . egos •e . . 14. Hot water systems • . - . . . . • • • • . e - a. Electric Resistance .': Cap:'6'S'0 gallons _ R =5.0, 355.0 ft' _ : • 0 ' EF• 0.89 _ R =5.0. 356.7 ft' b. N/A 0 . . ". ' 0000 R= 5.0.466.1 ft' .. . . . • • R =5.0, 229.1 ft' c. Conservation credits 0 e • • • • • _ R= 11.0.479.3 ft' (HR -Heat recovery, Solar ; ; ; _ . 0 • . . • . DHP- Dedicated heat pump) R =30.0, 2188.5 ft' _ 15. HVAC credits • _ 0 (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, Sup. R=6.0, 40.0 ft _ MZ- C- Multizone cooling. Sup. R=6.0,40.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStar mdesignation), your home may qualify for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affai ,9w8yf8¢Version: FLRCPB v3.30) BUILDING INPUT SUMMARY REPORT tnergyvaugeQ9 (Version: FLRGPB v3.30) Title: Marquez - Carbonell Residence Family Type: Single Address Type: Street Address V Owner: Mr. Marquez - Carbonell New /Existing: New Lot M N/A Q LU # of Units: 1 Bedrooms: 4 Subdivision: N/A Name: (blank) Conditioned Area: 218851 Platbook: N/A OBuilder 0 Climate: South Total Stories: 1 Street: 7640 SW 66th Ave d Permit Office: Miami Dade County Worst Case: No County: US Jurisdiction #: (blank) Rotate Angle: 0 City, St, Zip: Miami Dade, FL, 33143 - r Type R -Val Area/Perlmeter Units N # Door Type Orientation Area Units n -Grade Edge Insulation 0 4 234 0(p) ft 1 7LL 1 Wood Exterior 128 0 ft2 1 O 2 Insulated Exterior 52 5 ft2 1 3 Insulated Exterior 42 0 ft2 2 Q 4 Insulated Exterior 42 0 ft2 1 2 Other(s) - 54 6 ft2 # Calling Type R -Val Area Base Area Units # System Type Efficiency Capacity 1 Under Attic 300 2188 5 ft 2188 5 ft2 1 1 Central Unit SEER- 12 00 28 7 kBtu/hr Z Z J 2 Central Unit SEER: 12 00 24 0 kBtu/hr -J O ..... VO V Credit Multipliers: None Credit Muftlptiers: None •' • • • • • • • # Wall Type Location R -Val Area Units # System Type • • .. Affciency Capacity y 1 Concrete Block - Int Insul Exterior 50 355 0 ft2 1 Z 1 Electric Strip . COP- 1 W 110 kBtu*tr 96:-61 .J 2 Concrete Block - Int Insul Exterior 5.0 356.7 ft2 1 2 Electric Strip COP: 1 00 kBftA • "' J 3 Concrete Block - hrt Insul Exterior 5.0 4661 ft2 1 �"' • • Q 4 Concrete Block - Int Insul Exterior 50 229.1 ft2 1 Q • • • • . � • 5 Concrete Block - Int Insul Adjacent 110 479.3 ft2 1 LU ' • • � � � � • • • • • • • Credit Multlpllem: None • • # Su��o11�v Return Air. Flagdler.' Su • • • •Soppy Lo�itron Location Locatlpn • 222 VAI " • Length # Panes Tint Omt Area ON Length ON Hglut Un 1 Single Tint W 15 O ft2 5 ft 7 0 ft 2 1.- 1 Uncond Uncond. Interior' • 0 40 0 ft � . .• 2 Single Tint W 36 0 ft2 5 2 ft 6.0 ft 1 (� 2 Un cond. Uncond. Interior .... 60 •. 40 O ft . 3 Single Tint W 45 0 ft2 15 it 7 0 ft 1 4 Single Tint N 12.0 ft2 1 5 ft 6 0 ft 2 � •• • • • • • 0000 •• . 5 Single Tint N 6.0 ft2 1.5 ft 5 0 ft 2 Credit Multipliers: None . _• • . T' • • • . 6 Single Tint N 7.5 ft2 1.5 ft 5 0 ft 1 • • • • . • 0 System Type EF Cap. Omni Conservation Type Con. OF . 7 Single Tint E 26 3 ft2 1.5 it 7.5 it 3 8 Single Tint E 47 6 ft2 7 7 ft 11 3 ft 1 LiJ 1 Electric Resistance 0.89 660 None 000 9 Stngle Tint S 20.0 ft2 18 O ft 6.0 ft 2 �... 10 Single Tint S 15 0 ft2 1 5 ft 7 0 ft 2 Q 11 Single Tint S 9 0 W 1 5 it 5 0 ft 1 3 12 Single Tint N 20 O ft2 5.8 ft 75111 1 13 Single Tint W 42 0 ft2 5.2 ft 6 0 ft 1 # Use DefauK9 Annual Operating Cost Electric Rate 1 Yes N/A N/A O LL 13 LU Z Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 V Rater Certification #: CodeOnlyPro Dud Leakage Type: WA Pump Size: 0.00 hp V) Area Under Fluorescent: 0.0 Visible Duct Disconnects: WA Dryer Type: Electric Area Under Incandescent_ 2188.5 Leak Free Dud System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present?: No Avg Cell Hgt8.67 tnergyvaugeQ9 (Version: FLRGPB v3.30) V Residential System Sizing Calculation Summary Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate- South R /')7/')nnG Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Load Humidity data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 56 r. Window total 422 Winter design temperature 47 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 18 F Total heating load calculation 31087 Btuh Total cooling load calculation 44929 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 550 17100 Sensible (SHR = 0.8) 115.0 42160• 1480 Btuh TOTAL HEAT LOSS Latent 127.7 1054 Btuh 4030 Btuh 0000 Total .. : 117 3270 0000.: WINTER CALCULATIONS Winter Heating Load for 2189 sqft) Load component Load ago* • Door.(, Z%) Fl= 13%) SUMMER CALCULATIONS Summer Coolina Load (for 2189 saftl Load component Load Window total Window total 422 sqft 11224 Btuh Wall total 1886 sqft 5362 Btuh Door total 361 sqft 3875 Btuh Ceiling total 2189 sqft 1751 Btuh Floor total 234 ft 4189 Btuh Infiltration 127 cfm 3207 Btuh Subtotal Duct gain 29607 Btuh Duct loss 36676 1480 Btuh TOTAL HEAT LOSS 31087 Btuh Door.(, Z%) Fl= 13%) SUMMER CALCULATIONS Summer Coolina Load (for 2189 saftl Load component Load Window total 422 sqft 14315 Btuh Wall total 1886 sqft 4089 Btuh Door total 361 sqft 4315 Btuh Ceiling total 2189 sqft 3327 Btuh Floor total 0 Btuh Infiltration 111 cfm 2196 Btuh Internal gain 5100 Btuh Subtotal(sensible) 33341 Btuh Duct gain 3334 Btuh Total sensible gain 36676 u Latent gain(infiltration) Latent gain(intemal) 4030 Btuh Total latent gain 8253 Btuh TOTAL HEAT GAIN 449 Bt VVGWI 7%) L�4 bVeRW1(8%) (.atom M j9%) A hi QabX1I %) 0000 0000 00 0 . . . 000. . 0000 ►*,�(3e%) 0. .... 00000 Cemrga(G%) 0 • 0000.. 0.00.. 0000.. 0000 0000 w ° ',l C %) 4, EnergyGauge® ystem Sing PACC 1Wanµ�I J. ' � %C) e = c •_ Q / . ' ' `fir PREPARED BY: � J r 29 uh DATE. 7 / � - %O EnergyGauge® FLRCPB v3 30 System Sizing Calculations - Winter Residential Load - Component Details Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South Reference City: Miami (User customized) Winter Temperature Difference: 23.0 F 6/27/2005 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Tint, Metal, DEF W 30.0 26.6 798 Btuh 2 1, Tint, Metal, DEF W 36.0 266 958 Btuh 3 1, Tint, Metal, DEF W 45.0 26.6 1197 Btuh 4 1, Tint, Metal, DEF N 24.0 26.6 638 Btuh 5 1, Tint, Metal, DEF N 12.0 26.6 319 Btuh 6 1, Tint, Metal, DEF N 7.5 26.6 200 Btuh 7 1, Tint, Metal, DEF E 78.9 26.6 2099 Btuh 8 1, Tint, Metal, DEF E 47.6 26.6 1265 Btuh 9 1, Tint, Metal, DEF S 40.0 26.6 1064 Btuh 10 1, Tint, Metal, DEF S 30.0 26.6 • • • • 798 Btuh 11 1, Tint, Metal, DEF S 9.0 26.6 • 23966h 12 1, Tint, Metal, DEF N 20.0 26.6 ' 532 Stab 13 1, Tint, Metal, DEF W 42.0 26.6 loop,: 1117 F�tGh • Window Total 422 1122 • • ' h Walls Type R -Value Area X HTM= Low. • 1 Concrete - Exterior 5.0 355 3.3 •; 11 72.8ttlh 2 Concrete - Exterior 5.0 357 3.3 • ; 1177 Btuh 3 Concrete - Exterior 5.0 466 3.3 15p8.B! uh 4 Concrete - Exterior 5.0 229 3.3 7515 Btuh 5 Concrete - Adjacent 11.0 479 1.5 ' •'. 7.17BtUh Wall Total 1886 • • • • 5362 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 38 10.8 406 Btuh 2 Insulated - Exter 84 10.8 908 Btuh 3 Wood - Exter 128 10.G 1354 Btuh 4 Insulated - Exter 17 10.8 185 Btuh 5 Insulated - Exter 42 10.8 454 Btuh 6 Insulated - Exter 53 10.8 568 Btuh Door Total 361 38756tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2189 0.8 1751 Btuh Ceiling Total 2189 1751 Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0.4 234.0 ft(p) 17.9 4189 Btuh Floor Total 234 4189 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 18974(sgft) 127 3207 Btuh Mechanical 0 0 Btuh Infiltration Total 127 3207 Btuh Subtotal 29607 Btuh nergyGauge® FLRCPB v3.30 Totals for Heating Duct Loss(using duct multiplier of 0.05) 1480 Btuh Manual J Winter Calculations Residential Load - Component Details (continued) Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South 6/27/2005 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 • •asses •sea • • s sees •see•• • • e • • • • e e •• • •s••se see• 00.00• • • see• .... •• see• 0 0 • • • • '00, • • ••sees ••s••e •••e0 • • • 0000 •sese• • • • EnergyGauge® FLRCPB v3 30 System Sizing Calculations - Summer Residential Load - Component Details Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South Reference City: Miami (User customized) Summer Temperature Difference: 18.0 F 6/27/2005 Intemal Occupants Btuh/occupant Appliance Load _ _ gain I dergy -augeO FL rYCPB 3M + 3600 1 5100 Btuh ••••• • • Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Omt Len Hc at Gross Shaded Unshaded Shaded Unshaded 1 1, Tint, DEF, B, N W 1.5 7 30.0 0.0 30.0 18 50 1500 Btuh 2 1, Tint, DEF, B, N W 5.16 6 36.0 206 15.4 18 50 1141 Btuh 3 1, Tint, DEF, B, N W 1.5 7 45.0 0.0 45.0 18 50 2250 Btuh 4 1, Tint, DEF, B, N N 1 5 6 24.0 0.0 24.0 18 18 432 Btuh 5 1, Tint, DEF, B, N N 1.5 5 12.0 00 120 18 18 216 Btuh 6 1, Tint, DEF, B, N N 1.5 5 7.5 0.0 75 18 18 135 Btuh 7 1, Tint, DEF, B, N E 1 5 7.5 78.9 13.1 65.8 18 50 3526 Btuh 8 1, Tint, DEF, B, N E 767 11 2 47.6 13.9 33.7 18 so 1934 Btuh 9 1, Tint, DEF, B, N S 18 6 40.0 20.0 20.0 18 Z7 • • 0@0 Btuh 10 1, Tint, DEF, B, N S 1.5 7 30.0 15.0 15.0 18 :7 •618 • Btuh 11 1, Tint, DEF, B, N S 1.5 5 9.0 9.0 0.0 18 Woe: • 162 • Ptuh 12 1, Tint, DEF, B, N N 583 7.5 20.0 0.0 20.0 18 18 W • Btuh 13 1, Tint, DEF, B, N W 5.16 6 42.0 31.7 10.3 18 ;50 108 Btuh Window Total 1 1 422 .... 0 • • 14• • • . Btuh Walls Type R -Value Area HTM . Load.' 1 Concrete - Exterior 5.0 355.0 • i§ • 930 Btuh 2 Concrete - Exterior 5.0 3567 26 936 Btuh 3 Concrete - Exterior 50 466.1 26 •1221 Btuh 4 Concrete - Exterior 5.0 229.1 21 • • .' 600' .Btuh 5 Concrete - Adjacent 11.0 479.3 ®.8 : • "I Btuh Wall Total 1886.2 4089 Btuh Doors Type Area HTM Load 1 Insulated - Exter 37.6 12.0 452 Btuh 2 Insulated - Exter 84.0 12.0 1011 Btuh 3 Wood - Exter 128.0 11.8 1508 Btuh 4 Insulated - Exter 17.1 120 206 Btuh 5 Insulated - Exter 42.0 12.0 506 Btuh 6 Insulated - Exter 52.5 12.0 632 Btuh Door Total 361.1 4315 Btuh Ceilings Type/Color R -Value Area HTM Load 1 Under Attic/Dark 30.0 2188.5 1.5 3327 Btuh Ceiling Total 2188.5 3327 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.4 234.0 ft(p) 0.0 0 Btuh Floor Total 234.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 18974 1109 2196 Btuh Mechanical 0 0 Btuh Infiltration Total 111 2196 Btuh Intemal Occupants Btuh/occupant Appliance Load _ _ gain I dergy -augeO FL rYCPB 3M + 3600 1 5100 Btuh ••••• • • Manual J Summer Calculations Residential Load - Component Details (continued) Mr. Marquez - Carbonell Project Title: Code Only 7640 SW 66th Ave Marquez - Carbonell Residence Professional Version Miami Dade, FL 33143- Climate: South Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (5 people @ 230 Btuh per person) Latent other gain TOTAL GAIN • 6/27/2005 33341 Btuh 3334 Btuh 36676 Btuh 4223 Btuh 1150 Btuh 2880 Btuh Btuh Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) 0000 ; ; • • • (U - Window U- Factor or'DEF for default) • • •' •' (Irish - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)j 0000•• 0000 • • (ExSh - Exterior shading device: none(N) or numerical value) • • • • • (Omt - compass orientation) • • 0000 .. 0000 .• 0000 • • 0000 0000.. EnergyGauge® FLRCPB v3 30 0000. 0000. 0000•• 0000.. • 0000.• 0 •••• 0000 •0 • •e••• see• o• • • • • •••o .dada :ease: does . . e ease ••.••• • M I A M I•DADE MIANIIJADICOUNTY, tORIDA _ UETR0-DQ;JGGLBR OW1 OING "' ::' BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLACsLER STREET, §WIE 1603 • PRODUCT CONTROL DMSION NlIANU,F.LARID9\.3 31 9 -1563 (305) 37 -*2 04 : FAX (3 .45-2908 • NOTICE OF ACCEPTANCE (NOA) as dodo PGT Industries ... dodo dodo P.O. Box 1529 Nokomis, FL 34274 . . . e... .• . SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miarm -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window ", sheets I through 4 of 4, prepared by manufacturer dated 02 -16 -98 and last revised on 09- 09 -02, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mianu -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 fob site at the request of the Building Official. This NOA revises and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0716.03 Aft Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 96" MAX WINDOW HEIGHT 93' DA) OP 48" MAX WINDOW WIDTH 45" MAX DAYLIGHT OPENING T ! LARGE MISSILE IMPACT WINDOWS 1 ) GLAZING DETAIL 7/16" ( 454) LAMINATED GLASS CONSISTING OF 3116" HEAT STRENGTHENED GLASS WITH AN 090 INTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3116" HEAT STRENGTHENED GLASS 2) CONFIGURATIONS 70" 3) DESIGN PRESSURE RATING SEE TABLE 1 4) ANCHORAGE (SEE EMBEDMENT DETAIL SHT 4 OF 4) MAX 6 114" FROM EACH CORNER (HEAD & SILL) MAX 6 314" FROM EACH CORNER (JAMBS) MAX 0 C AT HEAD & SILL = 17" W/ 114" TAPCONS AMAX O C AT HEAD & SILL = 13" W/ /f 114 SCREWS MAX O.0 AT JAMBS = 13 114" W/ 114" TAPCONS MAX 0 C AT JAMBS = 11 1/4" W/ //14 SCREWS 5) SHUTTER REQUIREMENT NO SHUTTERS REQUIRED 6) REFERENCE TEST REPORT. FTL -1971 7) INSTALLATION OF ix OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE COMPARATIVE ANALYSIS TABLE 1 FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16° LAMINATED (3/16-HS, 090",3116"HS) 8 13102 WINDOW HEIGHT INDO 76 000 78 000 1 80 000 84 000 1 90 000 96 000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41 000 -900 900 -900 900 -900 900 -900 900 -900 1 900 -900 900 42 000 -900 900 -900 900 -900 900 -900 900 -900 1 900 -893 893 43 000 -9(0 900 -900 900 -900 900 -900 900 -897 897 -866 865 44 000 -900 900 -900 900 -900 900 -900 900 -873 873 -840 840 45 000 -900 900 -900 900 .900 900 -881 881 -852 852 -818 818 46 000 -9G 0 1 900 90 0 90 0 -90 0 900 -867 867 -8311 833 -798 798 47 000 90 0 90 0 90 0 90 0 87 8 87 8 85 2 85 2 -01 6 81 6 -77 3 77 3 48 000 -90 0 90 0 -87 9 87 9 -86 3 863 -836 836 1 -799 799 1 -748 748 " MAX 0 C W/ TAPCONS F "MAX 0 C W/#14 SCREWS AF MAX 6 114 "MAX —� �-- f� �T 17" MAX 0 C W/ TAPCONS 13" MAX 0 C W/#14 SCREWS A ••• K 8 13102 E- REVISE ANCHORS & NOTES' •••• • • • oft •d he fl01r� •y II!O O�> a� • p1� p zm Y�4S4 L t.... i • R—d 9y F K Dafe 7110102 R —, D- REMOVE TEMPER OP K R-W By F K oe 5 9 02 Oct. 1 f 6 01 ReWW. .ADD COUR a A • B -TB• & ADD EKTR �T �" INDUSTRIES e D B D B 1/29/99 2 16 98 • • Dexnptw / y/� Z • • ELEVATION ... 1070 TECHNOLOGY ORNE NOKOMIS. FL J +275 • • Mktg h I11-� 0 111 • • • ALUMINUM FI E I%PAC%T • . VV1MI(,/ VN • •• Rooen L CWrk P E FE 1135/'2 slr�cturai P 0 BOX 1529 NoxoMls FL .1+z7+ rP,jh• _701 NTS 1 eI 4 • 4214 Rev • } r ••• ••• • • • •••• • • • • • • • • • ••••• ••• • • • • • • • • 00000 00000 •• •• • • • DESCRIPTION V T11 QTY /LOCATION VENDOR VENDOR NO e Head & Sill 612241 1 eo Alumox AF -12241 Jombs 612242 2 Alumox AF -12242 x 500 Channel Gloz Bead 6533402 4 Alumax AF- 533402 Seoler 6SM55W Schnee- Morehead SM5504 d Cell Foam Toe 61308 4 between bead & loss Stik -11 1308 1 000 Ph Pn SMS 781 PQA 8 Frame A sy screws Merchants Fasteners ri Bock bedding 62899C Dow Corning 899 ( 454) WISOLU714 PV8 INTERLAYER 1 H P G. 454 W/DUPONT PVB INTERLAYER 1 H P G .875 Ph FI Self-top 7PWSW Bead screws 2 1 2 " from end 20° centers Fostec --� 312 --I 062 2 784 062 .688 � 500 2 784 1_ 87 � �--- -r 312 688 O GLAZING BEAD 6063 -T5 ALUM 062 J 688 .874 OFRAME HEAD &SILL O FRAME JAMB 6063 -T5 ALUM. 6063 -T5 ALUM I F K 1919102 IF-NO CHG THIS SHT I 1 - -'i - -� 1 /jam% INDUSTRIES / 1070 NOKONS. F1 34275 Robert L Clark, P E P 0 BOX 1529 E #3712 NOKOMIS, FL 34274 Structural Rered BY FK Dote _ _ _ 7 10 02 R D -NO CHG THIS SHT MODUCr 11990W fm�geqfsu • nm'- • s -7/ •0j } • •�54n •1 • �- • �4d Otle ►•rrltil IhYra ••• •••• 3 to 519102 RaWmc- HG HI DESCRIPTION V T11 QTY /LOCATION VENDOR VENDOR NO e Head & Sill 612241 1 eo Alumox AF -12241 Jombs 612242 2 Alumox AF -12242 x 500 Channel Gloz Bead 6533402 4 Alumax AF- 533402 Seoler 6SM55W Schnee- Morehead SM5504 d Cell Foam Toe 61308 4 between bead & loss Stik -11 1308 1 000 Ph Pn SMS 781 PQA 8 Frame A sy screws Merchants Fasteners ri Bock bedding 62899C Dow Corning 899 ( 454) WISOLU714 PV8 INTERLAYER 1 H P G. 454 W/DUPONT PVB INTERLAYER 1 H P G .875 Ph FI Self-top 7PWSW Bead screws 2 1 2 " from end 20° centers Fostec --� 312 --I 062 2 784 062 .688 � 500 2 784 1_ 87 � �--- -r 312 688 O GLAZING BEAD 6063 -T5 ALUM 062 J 688 .874 OFRAME HEAD &SILL O FRAME JAMB 6063 -T5 ALUM. 6063 -T5 ALUM I F K 1919102 IF-NO CHG THIS SHT I 1 - -'i - -� 1 /jam% INDUSTRIES / 1070 NOKONS. F1 34275 Robert L Clark, P E P 0 BOX 1529 E #3712 NOKOMIS, FL 34274 Structural Rered BY FK Dote _ _ _ 7 10 02 R D -NO CHG THIS SHT MODUCr 11990W fm�geqfsu • nm'- • s -7/ •0j } • •�54n •1 • �- • �4d Otle ►•rrltil IhYra ••• •••• Rend W F K to 519102 RaWmc- HG HI Rend By F K Dote 1 1 6 O 1 Re --* T8 At ADD &-R D B to 112919 a • D B Dofa 12116198 • Deacnpoon EXTRUSION PROFILES &. B.Q M Title ALUMINUM JE•,U 71WP.ACT: VN0D0Vk : ;.• S -1Nadel PW -701 oe SNTS 2 et • °t 4 n N• o • 4 • • Re •F ••• • • • •••• • • • ease* • • • • • • ••••• ••• • • • • • • • • • • • •• •• • • • MAX HEIGHT MAX DAYLIGHT OPENING = 2 784 HORIZONTAL SECTION WINDOW WIDTH — 3" l2 1, i MAX WIDTH 3116 "" HEAT STRENGTHENED 3116" HEAT STRENGTHENED 090 INTERLAYER (SAFLEX BY SOLUTIA O OR OR DUPONT W/BUTACa -E) 7116' GLASS BITE FK GLAZING DETAIL 7116" LAMINATED GLASS 2 784 FROM= REVOW OPT - • .9.%, ww *O pone. i %OZ- 071403 • [.p�tl•a0aer��o�- DET • d • L 1 F= VERTICAL SECTION L T .,,r. INDUSTRIES D B - - 1/29/99• - - -- - •s+�nia • = p!i• • • • • • • • • • • D�v.n BY 12116198-1--- f MAX HEIGHT MAX DAYLIGHT OPENING = 2 784 HORIZONTAL SECTION WINDOW WIDTH — 3" l2 1, i MAX WIDTH 3116 "" HEAT STRENGTHENED 3116" HEAT STRENGTHENED 090 INTERLAYER (SAFLEX BY SOLUTIA O OR OR DUPONT W/BUTACa -E) 7116' GLASS BITE FK GLAZING DETAIL 7116" LAMINATED GLASS 2 784 FROM= REVOW OPT - • .9.%, ww *O pone. i %OZ- 071403 • [.p�tl•a0aer��o�- DET • d • L 1 F= VERTICAL SECTION L �� — 9 � � Robert L Clark, P E Sir�tur7ali2 .,,r. INDUSTRIES D B - - 1/29/99• - - -- - •s+�nia • = p!i• • • • • • • • • • • D�v.n BY 12116198-1--- polo 16 98 • �DB n - SECTIONS & GLAQJVG D TAI 1070 TECHNOLOGY ORPf NOKOMIS. FL 34275 P 0 BOX 1529 NOKOMIS, FL 34274 rile • • • • ALUMINUM F gD 1MP•AC7 -. V71.MDp41 •Rav Sanm/MO0e1 PW -701 Scala NTS eel • 3 a 4 .m�NO• • • • • • 4214 • •f- ••• ••• • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •••• ••• • • ••••• ••• 114 " Ti (SEE NC 1 1/4" MIN da a � d a a d — � a a a d a Q ° # 14 PAI INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. TYP HEAD, SILL JAMB IIR^^. TYP HEAD. SILL JAMB INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG OFFICIAL ••• ••• • • • •••• • • • ••• • • • • ••••• •••• ••• • • ••••• ••• F K 1919102 F -CHC SCREWS TO 114 Revrd BY F.K Dote 8113102 r E -CHC BUCK NOTES MOuucrALvELD a,ya Revd W F K Dote 7 10 02 Revufona D -NO CH THIS SHT t�sr�ox. } F K 5 te9 02 1R 0D 1 4 TAPCON & NOTE Revd W F K Dote 1 1 6 1 rrona • • • • TEr ll & NOS NOTES �� T INDUSTRIES • t 4 . L�+* • • • • • ' • • • • • • D B %29/�� •� Oro.n W I B Dote • • 2116198 . • • . • • • oe 1 USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS 2 REFERENCE TEST REPORT FTL— 1971 y /y /^ 070 O oils °i° 4275 ANCHORAGE r,De • • ALUMINUM 1,v1.`:ED• M 4Cj • :W;ND(;W- Robert L Clark P E St 839712 Structurol P O BOX 1529 NOKOMIS FL 34274 S,raa /Yodel PW_701 Scele• Shrpwt• • • NTS `t or 4 • �nq �o • • • • • 42 1 4 Rev F ••• ••• • • • •••• • • • ••• • • • • ••••• •••• ••• • • ••••• ••• .i MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries MIAMi -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1070 Technology Drive Nokomis, FL 34274 SCOPE: ' •••. • ..... This NOA is being issued under the applicable rules and regulations governing the use of Znstru.. .ction rt gt; rial!s. . • The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acc ;pted • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas wlere allowed by • • the Authority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prod1wJ 4�dhtrol � � � • • • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coililty) 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 ;t Aediately revoke, modify, or suspend the use of such product or material within their jurisdiction. Er0R% reseryeS 1%nght • • • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control Di vis Ian Mat this'13itbuct or • • • material fails to meet the requirements of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with STD Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Horiz. Roller (STD. MTG. Rail) ", sheets 1 through 9, prepared, signed and sealed by Robert Clark, P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Raul Rodriguez 0 NOA No 02 -0313.10 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page I WINDOW WIDTH • 26 000 (2) 38 375 (3) 44 000 (3) 1 50 625 (4) 63 000 (4) 72 000 (5) ® 6' MAX TYP 66' MAX OPER LITE DAYLIGHT OPENING HEIGHT 33 1 /2' MAX OPER LITE DAYLIGHT OPENING 7 33 1 /2' MAX FIXED LITE DAYLIGHT OPENING % 7 67 -1 /8' MAX Q FIXED LITE DAYLIGHT OPENING 17TYP. EG POS NEG POS NEG POS NEG POS NEG POS NEG POS 26 500 (4) 5 0 560 -750 560 -750 560 -679 560 -530 530 457 457 0 0 560 -1200 560 -1199 560 -1019 560 -795 560 -686 560 5 0 560 -1350 56.0 -1350 560 -1188 560 -928 560 -800 560 0 0 560 -1200 560 -1199 560 -1019 560 -795 560 -686 560 X 37 000 (4) 5 0 I 56 0 -58 5 56 0 51 0 51 0 47 0 47 0 -39 8 39 8 -34 1 34 1 0 0 58 0 110 2 58 0 -92 5 56 0 -77 6 56 0 -59 7 56 0 -51 2 51 2 5 0 56 0 -128 6 56 0 -107 8 56 0 -90 5 56 0 -69 7 56 0 -59 7 56 0 0 0 56 0 -110 2 56 0 -92 4 56 0 -77 6 56 0 -59 7 56 0 -51 2 51.2 44 000 (4) 6 56 0 -51 2 51 2 43 2 43 2 -36 7 36 7 -28 9 28 9 -27 1 27 1 9 56 0 -84 9 56 0 -81 8 56 0 -681 56 0 -51 9 51 9 44 3 44 3 0 56 0 -99 0 56 0 -95 4 56 0 -79 5 56 0 -60 6 56 0 51 8 51 6 9 56 0 -84 9 58 0 -01 8 56 0 4i8 1 56 0 -51 9 51 9 44 3 44 3 53 125 (4) c3 - -38 8 SR 2 38 8 5f, n -38 8 5A 9 38 8 5a n 38 8 _sa 38 8 VA n -33 6 _ca 33 6 = n -24 3 ... 24 3 .c n -21.0 �• . 21 0 �e , 74 000 (4) 6 MAX . 6" MAX. 6' MAX (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE ® TYP 74' MAX WIDTH OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS NON- IMPACT WINDOW NOTES - 1 GLAZING 1/8' ANNEALED, 3/16' ANNEALED, 3/16' TEMPERED, 1/2' IG (3/16A,3/16S,1/8A) 2 DESIGN PRESSURE RATING SEE TABLE 1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 3 CONFIGURATIONS OX, XO 4 REFERENCE TEST REPORTS FTL -3338, FTL -3339, FTL -3340 & FTL -3341 5 SHUTTER REQUIREMENT MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REOUIRED 6 NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL Apprw{d a mmpViy sUS ft 7 ANCHORAGE .a 7 uaL SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9 • • Rr•r•r our R Nou -o r I• HEAD & SILL • • • • : • • • °J7fO"' Miami pmdwdcmmmi MAX. 6" FROM CORNERS i • �FK 4 ;23 /Oa ADD ANCHOR DIM MAX 6' ON EACH SIDE OF MEETING RAIL CENTERLINE • • IL JAMBS • gloom t INDUSTRIES f MAX 6" FROM CORNERS / • ae°mpem MAX 17" SPACING / OX, XO ELEVATION, 74Wx72H 8 SEE SHEET 2 FOR GLAZING DETAILS > /G • • • Erg • • 9 PRESSURES UNDER 40 P S F NOT APPLICABLE IN MIAMI -DADE COUNTY • 1.70 TFSHNOLOGY RNF • •NOKOYIL Fy3{ 5 • LUh� 7- lOf7�Z ROLLER STD. MTG RAIL 10 SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION 0 Rot e- ; Gorj P t • • • a 4 sox 1529' • 5e•pf�YOOe� • °'° �` 5"°`r 0' 9 N° R °• r1 �Cl".11 NOKOY15 R 3427! •HR -201 • ON T_7 1 °r 9 268— T /� • • • • ••••• • •••• • • • • • • 0000 see IF VERTICAL SECTION OPER LITE IN ID HORIZONTAL SECTION OUTSIDE® MONOLITHIC GLASS OUTSIDE® INSULATED GLASS INSIDE ® INSIDE II II 7/16- II II 1/8' ANNEALED OR 3/16' ANNEALED OR 3/16' TEMPERED TEST REPORTS FTL -3338 FTL -3339 FTL -3340 FTL -3341 Roeen L :lark P r PE 0!9712 $t• turol 3/16" ANNEALED 3/16' AIR SPACE 1/2- NOMINAL ApprmednmmpltuC +h!'h� INSULATED GLASS Cede iloriaaBdrJne ore 5. L1 Z„z GLAZING DETAILS "rio•de r CW" Main • . . per Do ?# RTae • � • • • • • FK . 4f23/Oi R ADD I ADD NT /EXT DfS1C • • • • INDUSTRIES OCUnPLM • • • • .. OX, XO SECTIONS & GLAZING, 74 Wx 72H M70 I, 34a s • 1 L A;.•;H01R1Z ROLLER STD MTG RAIL • • • P v BOX 1521 • a $°•w—i • • O1e Snw1 Dro.me No R- NOKOMIS, rL 31271 •HR -201 • •A/TS 2 or 9 ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••• ••• 26 WIU7H 1121 NtU I N05 NEG I POS NEG POS NEG POS NEG POS 33 1/2" MAX © OPER LITE 6' MAX TYP DAYLIGHT OPENING 57" MAX OPER LATE X OPENING 63" MAX 33 1/2' MAX FIXED LITE DAYLIGHT OPENING A 58 1 / "LITME DAYLIGHT OPENING 26 500 (4) lm -75 0 560 -750 560 -75 0 560 .750 560 -661 560 _ -1200 560 -1200 560 -120 0 560 -1130 560 -882 —560 0 560 -1350 560 - 135 0 560 - 135 0 560 -1102 560 56 0 -75 0 56 0 -75 0 56 0 - 75.0 56 0 -75 0 56 0 37 000 (4) 0 56 0 SB S 56 0 51 0 51 0 �7 0 47 0 41 8 41 8 0 58 0 120 0 56 0 102 4 56 0 86 0 58.0 �6 2 56 0 0 56 0 - 135 0 56 0 - 128 1 56 0 - 107 6 56 0 -82 8 56 0 U-77.6 56 0 -75 0 56 0 -75 0 56 0 -75 0 56 0 -58 0 49 7 44 000 (4) 56 0 -51 2 51 2 43 2 43 2 -36 7 36 7 -28 9 28 9 1 56 0 -101 6 56 0 -89 8 56 0 -75 5 56 0 -57 6 50 4 0 56 0 - 135 0 56 0 - 113 4 56 0 -94 4 56 0 -72 0 58 0 56 0 -75 0 56 0 -75 0 56 0 -66 1 56.0 -50 4 43 2 53 125 (4) 56 0 -47 9 47 9 -40 4 40 4 33.6 33 6 24 3 24 3 56 0 77 6 56 0 70 5 56 0 59 1 58 0 48 5 43 6 63 000 (4) NON— IMPACT WINDOW NOTES 1 GLAZING. 1/8" ANNEALED. 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (1/8A,1/4S,1/BA) 2 DESIGN PRESSURE RATING SEE TABLE 2 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 8 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 3 CONFIGURATIONS OX, XO 4 REFERENCE TEST REPORTS FTL -3342. FTL -3343, FTL -3344 & FTL -3345 5 SHUTTER REQUIREMENT MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED 6 NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL 7 ANCHORAGE 6" MAX 6" MAX 6" MAX ® TYP (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE 74" MAX WIDTH OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9 C� • • - -- HEAD &SILL � • • MAX 6" FROM CORNERS ,/J ` � • MAX 6' ON EACH SIDE OF MEETING RAIL CENTERLINE / {( • JAMBS. INDUSTRIES MAX 6" FROM CORNERS MAX 17' SPACING r • 066 • • 8 SEE SHEET 4 FOR GLAZING DETAILS • ,e7o TacNNOLOCroRn4 9 PRESSURES UNDER 40 P S F NOT APPLICABLE IN MIAMI -DADE COUNTY • •NOKOMI• F• 34y5 • 10 SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION ® Robert PE %391 z PE • • • a v ;DX 1529 • Structurcl NOKOMIS FL 34271 17" MAX. TYP AppFwed n m PIYmg •u6 .he RmW Bddha Cede ao •es NO+V • .I Mhul Bede -A OW00 • . • awb^, 1 FK . 4/!2310 ADD ANCHOR DIM OX, XO ELEVATION, 74Wx63H L Q4 ;' lb4Z ROLLER STD MTG RAIL se.d„/MOa4t• • w Sne4t D—V No Rer *HR-201 • -/w TS 3 .F 9 268 -1 A • ••• ••• • • • • • • •••• • • • • • • • • • • • ••••• • • ••••• ••• OUTSIDE r'-] VERTICAL SECTION OPER LRE INSIDE �, -- DAYLIGHT 20 7 99 1 2" Q O OUTSIDE MAX WIDTH HORIZONTAL SECTION OUTSID MONOLITHIC GLASS OU INSULATED GLASS E® TSIDE® INSIDE ® INSIDE F7 7/16" NOM. G BITE TYP — TYP (4) 1/8' ANNEALED v OR v 44 1/8" ANNEALED �- 44 3/16" ANNEALED I► - 1/8" ANNEALS OR 3/16" TEMPERED" NOM —1/4- AIR SPACE INSULATED GLASS FlorWe BadftCW& " one T,k 27 , s••t GLAZING DETAILS NOA0AU11 ^ • /J� • • FK 4f23/0 _ ADD INT/EXT DESK INDUSTRIES _ o $ TEST REPORTS OX, XO SECTIONS & GLAZING, 74Wx63H FTL -3342 F7L -3343 • • • ; j0 OK�GJF Fj � °s: ecta • • • ALUA1. .*Hp IZ ROLLER STD MTG RAIL F7L -3344 F7L -3345 Rooe4 L Clark P E PE /39'12 • • • AQ%ox 159 • • ea • • • • • •cme Sheet °an° Na ae" Structural "ox rs rt 3421~ • HR -201 • • (VTS 4 at 9 268— 1 A ••• ••• • ,11 WINDOW WIDTH * X i WINDOW HEIGHT -" ® 6" MAX TYP 57" MAX OPER LITE DAYLIGHT OPENING TYP. (2) 63" MAX 26 1/2" MAX OPER LITE DAYLIGHT OPENING TYP (2) :,, 26 000 (2) 36 375 3 44 000 (3) 506 5 4 63 000 (4 17, lop.? NEG POS NEG POS NEG POS NEG POS NEG POS 53 125 (6) fi` - 135 0 560 -845 560 -730 560 31 2 560 49 6 496 - 135 0 560 -1100 560 -912 560 -759 560 -576 560 Rer -75 0 560 -750 560 -750 560 32 7 560 -496 49 B 74 000 (7) -78 9 560 - 4 3 560 -562 560 483 483 -374 374 X - d /J _ -92 0 560 -920 560 -755 560 -613 560 453 453 -75 0 560 -713 560 -639 560 -525 525 -389 389 90 000 (7) -53 3 533 -524 524 -464 484 -433 43.3 34 4 344 -62 2 560 -622 56.0 32 2 560 -556 556 401 401 -53 3 53.3 -533 533 -53 3 533 474 474 -344 344 106 375 (8) -38 2 382 -382 382 -362 382 36 0 380 -315 315 44 6 446 44 5 445 -445 445 44 5 44 5 -367 367 -38 2 382 38 2 362 -382 362 38 2 382 -315 31 5 !111000 (8) -35 2 352 351 351 -35.1 351 -351 351 -306 306 120 000 (8) 6" MAX ® TYP NON— IMPACT WINDOW NOTES - 1 GLAZING 3/16- ANNEALED, 3/16" TEMPERED AND 1/2" 1 G (1/8A,1/4S,1/8A) 2 DESIGN PRESSURE RATING SEE TABLE 3 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 3 CONFIGURATIONS XOX 4 REFERENCE TEST REPORTS FTL -3335, FTL -3336 & FTL -3337 5 SHUTTER REQUIREMENT MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED 6 NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL 7 ANCHORAGE SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9 HEAD & SILL. A7 56 1/2" MAX 18" MAX FIXED LITE SPACING �{ DAYLIGHT OPENING I I TYP I I I I I 0 X i •K 1 43/0 ADD ANCHOR DIM 58 1/2 • INDUSTRIES FIXED DAYU 17, lop.? ae�1� OPEP MAX 17" SPACING / S XOX ELEVATION, 120Wx63H 8 SEE SHEET 6 FOR GLAZING DETAILS 17* MAX • • ■te • • TYP. • 1:70 TE�JrHNOI.OGY I" •NOX091 R 34PS • • S ALUA4 • G ROLLER STD MTG. RAIL MAX LITE ;HT ING ® 6 MAX 6" MAX 6" MAX 6" MAX f ® MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) 120" MAX. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS � oft �a Dm 7--r. a 1. Lee % NOM . n M1wl D•dr • • • • . • • RWj r1- fe Rsnacnx By, • • • • 0000 • • MAX 6 FROM CORNERS MAX 6" ON EACH SIDE OF MEETING RAIL CENTERLINE 18" SPACING (w�- i •K 1 43/0 ADD ANCHOR DIM AM JAMBS, MAX 6" FROM CORNERS • INDUSTRIES •1•R 17, lop.? ae�1� MAX 17" SPACING / S XOX ELEVATION, 120Wx63H 8 SEE SHEET 6 FOR GLAZING DETAILS • • ■te • • 9 PRESSURES UNDER a0 P S F NOT APPLICABLE IN MIAMI —DADE COUNTY • 1:70 TE�JrHNOI.OGY I" •NOX091 R 34PS • • S ALUA4 • G ROLLER STD MTG. RAIL 10 SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION © Robert L clerk P E Pe -39712 • • FPO SOX 152s . /dAan• • ywe sn.et Oro-- N. Rer I Structurol ' NMI* F1. 3427• •HR -20i • • TIT$ 5 w 9 268-1 A ••• see • • .000* • • • • • • • • • :060: 0000 0•••0 •• •• * • • 0000• 0000 OUTSIDE FIXED LITE DAYLIGHT OPENING 21 22 INSIDE® OPER LITE DAYLIGHT FIXED LITE OPENING TYP (2) 9 18 20 DAYLIGHT OPENING 19 8 2. 11 10 OUTSIDE® _I L�7�9 MAx WIDTH HORIZONTAL SECTION 11 INSID m MONOLITHIC GLASS INSULATED GLASS OUTSIDE ®�( OUTSIDE®f( VERTICAL SECTION OPER LITE DAYLIGHT 3/16' ANNEALED OR 3/16" TEMPERED INSIDE 7/16" NOM GLASS BITE TYP (4) 1/8' ANNEALED 1/8" ANNEALE 1/4' AIR SPACE NOM INSULATED GLASS INSIDE • • • • • • •••• • • • • 9096 • • • • • • • • • • • • • ••••• •••• Appm.ad a. Yb the � a�i•'t NOAN a 7rs'a 17.1 e DMdoO 120Wx63H TD. MTG. RA10 X268 -1 R A / • • /J / �� • • - • • • • UPI RQY9. 6f' • UOfi • • • • • Re�f�Onf FK 4J23102 ADD INT /EXT DESIG I I� TEST REPORTS �/G C.i S INDUSTRIES • • • • Dexrptron XOX SECTIONS & GLAZ • lb70 7lCNNOL04Y:DR4 • • NOKO%S. F• 34075• • r� • • }� 7 �L •Hb 1 ROLLER FTL -3335 FTL -3336 FTL -3337 Robert L Clnrk. P E Sir#39712 • • • P • BOK 1529 • • NOKOUis FL 3a27a Ssee/Nada• • • • • HR-201 b • �1 TS 0O� 6 or 9 • • • • • • •••• • • • • 9096 • • • • • • • • • • • • • ••••• •••• Appm.ad a. Yb the � a�i•'t NOAN a 7rs'a 17.1 e DMdoO 120Wx63H TD. MTG. RA10 X268 -1 R A VIEW A -A A CORNER CONTRUCTION �t 542 °—1 9" 8O FRAME JAMB(OPERABLE) MAT'L: 6063 —T5 DWG# 219 OR O 1 sae —�{ 062' 2.124' M FRAME ,IAMB FIXED 063 —T6 218A �2 000 °—�{ 1 827° O FRAME HEAD MAT'L: 6063 —T6 DWG# 2156 2 e FRAME SILL MAT'L 6063 —T5 DWG# 264 -o: INDUSTRIES �610Y • A.70 T8CNNOL04YQRN6 • NOKOMI. h }{••675 • •.• Den L Clort PE PE 0 80x t52I • st•oc lu•.I tidal NOKOMIS TL 34274 875 " --I 062" 2 428' @5) SILL ADAPTER MAT'L: 6063 —T6 DWG# 2658 ,781 040' L @ SASH STOP )MAT'L: 6063 —T5 DWG# 110 DET Appmed u a,myl7m8 a da FinriA. BddmgCode •tT- �oad•Nlot)np�! By; oe.er.Phon EXTRUSION PROFILES & CORNER DETAIL "H:Jf;IZ ROLLER STD MTG RAIL Seees/uoaei • • cob Snaet O.a.,nq No Rer •HR -2o1 • .AITS 7 a 9 268 — i A goes *1110 .. .. ; • Pn . SMS Sill Inge Frame Jamb (Open ;tp , Bulb Vinyl ed Meeting Rail Itp , 187 x 200, Fin Seal sh Top & Bottom Rail sh Top Guide (Ants -rack) i Cap x 25, QUAD Pn , SMS Iler Housinq & Guide Mat'I 6063 -T6 Fastener 6063 -T5 6063 -T5 6063 -T6 Plastic 6063 -T6 6063 -T5 T6 PGT 0 I 1 010" 062" 1 663" 114 FIXED MEETING RAIL X14PQAA MAT'L• 6063 -T6® 112N DWG# 2206 20 222A 13ash Meeting Rail 6063 -716 6222W,8,T 21 1096 Sweep Latch Cast Part 71096 22 1016 #8 x.625. Ph Fl, SMS Fastener 7858 24 t:NO OW•6 w y�7 • • • P BOx 1,10 • NOKi4ut5 R 1,171! DSB Glass Glass �(TS 25 O.vn No 268— 1 3/16' Annealed Glass Glass 26 3/16" Tempered Glass Glass 27 1/2" Insulated DSB/DSB Glass 28 1/2" insulated DSB(3 /16" Annealed 29 1265 -3 3132 x 1/4 x 1 Setting Block Rubber 712653K 30 1267 1/8 x 1R x 1 Setting Block Rubber 71267N 31 1014 Screen Frame Aluminum 61011 32 1013 Screen Comer Key iplashc 141903 33 1 1073 Screen Spring Spring Steel 178835M 34 1 1278 IScreen Pull I Plastic 17ndnAk Icndu - taio/ 1 Bead - (1/4 ") 1 Bead - (1/2" Insu Bead - (for Gnll Kit - Bead - (for Grill Kit - Adhesive Dow 89 17-1 816" 093" .062" 1 605' 18 SASH SIDE RAIL MAT'L: 6063 -T6® DWG# 221A 926 "�•( 050" 1 062' 12 SASH TOP & BOTT. RAIL MAT' L. 6063 -T6® DWG# 223A 1 750" 1 457 062" 20 SASH MEETING RAIL MAT'L: 6063 -T6 DWG# 222A 19 96 TEST REPORTS FTL -3335 FTL -3338 FTL -3342 FTL -3336 FFL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Appladd 0010*109 -th the oiFbrWaB•dftiais Liez now• 16 33 48 31274 31237 • • • �-• n • �fl Robert L Clark, P E Str•�tnat� • • • � INDUSTRIES Re•N • • 0",4040 a • nti.mi e • FX Dal• RCHG 41fe�3/02 CHG ALLOY DES/G � � t EXTRUSION PROFILES & B O.M. t:NO OW•6 w y�7 • • • P BOx 1,10 • NOKi4ut5 R 1,171! i UA4 •:- ( :FEZ ROLLER STD MTG RAIL' Seq,/Yeea• • *HR -201 • �(TS 8 ar 9 O.vn No 268— 1 fA • • • • • • • • • • • • • • 0000 • • • • • • 0000• 0000 0000• •• •• � � • • • 000.0 0000 1 1/4" MIN APPROVED WOOD BUCK 1/4' MAX SHIM 1/4• TAPCONA W/ #12 HD (SEE NOTE 1) TYP HEAD SECTION TO CONCRETE (SEE NOTE 1) 1/4• TAPCON® W/ #12 HD r1�/4' MAX SHIM I 1 T MIN TYP SILL SECTION TO CONCRETE 1 1/2• nrrmuvtu MIN WOOD BUCK 1/4• MAX SHIM 12 WOOD SCREW TYP HEAD SECTION TO WOOD NOTE 1 USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS (415# MINIMUM SHEAR RATING AT 1 1/4• EMBEDMENT) TYP SILL SECTION TO WOOD (SEE NOTE 1/4• TAPC( W/ #12 H 1/4• MAX FTAPPROVED WOOD BUCK X12 WOOD • 1/4• 1 1/4• MIN TYP. JAMB SECTION fOOD SCREW TO CONCRETE -1/4 MAX S41M e000rn/rn TYP. JAMB SECTION TO WOOD 2• TEST REPORTS APPROVED FTL -3335 FTL -3338 FrL -3342 WOOD BUCK FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FrL -3344 FTL -3341 IFTL -3345 • • • • • • • • • R°1}� DafC R., �� ; • • •�: K �123/�2 CHC TO 114 TAPCO • • • INOUS ES • T • ik If-111-1i z ANCHORAGE DETAILS we'll • v o 10NNMOMl"sN0 13!44 ; OO.• MLZR/Z ROLLER Pobe.t K L Gor4 PE • P' BOX 329 • ✓9ip • • •ae seP: I�9)12 3J sbjct� it Nq:ON15 FZ V?4 —�1 • • NTS 9 °/ Q • *nom -c",4 pl".9 rile °• Flumd. •.alosCae. Dm 7• •t. 2*7 L •t NOM • • , 9+oo+o.ae ) MTG RAIL Re R- 268— 1 A r MIAMI DAB MIAMI -DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION X4IAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cgpstrjrction mgtprials. The documentation submitted has been reviewed by Miami -Dade County Product Control pivisiOn and*4"9gttd by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other alaaswiere allowed by the Authority Having Jurisdiction (AHJ). '....' This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count; Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County i&erve Us r t to have this product or material tested for quality assurance purposes. If this product or material fails to�porferp in the accepted manner, the manufacturer will incur the expense of such testing and the: AUY 2nay irifthMiately revoke, modify, or suspend the use of such product or material within their jurisdiction. DORA:reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this Product or material fails to meet the requirements of the applicable building code. 0 0 0 0 . . This product is approved as described herein, and has been designed to comply with the Huh Valocity I hum' = Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0927.13 ° _ Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMT17TED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file# 02- 0702.01) 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file# 02- 0702.01) 0-9060 • 1. Test report on 1) Air Infiltration Test, per PA 202 -94 . . .... • ..... 2) Uniform Static Air Pressure Test, Loading per P64 2b2 -94 ..... 3) Water Resistance Test, per PA 202 -94. • • • • • • • • • • 4) Forced Entry Test, per SFBC 3603.2 (b) and 1?A 202 -94 . . .. . 5) Large Missile Impact Test per SFBC and PAZ'Q� 9.4 • • • ...... • • • • 6) Cyclic Wind Pressure Loading per SFBC and.PA203 -94 .... • ....:. along with marked -up drawings and installation diagram of an Edutginpm out.... • swinging French door w\ sidelites, prepared by Fenestration Te*Ag Mboratory, • Inc., Test Report No. FTL -2067, dated August 12, 1998, signed: and sealed by • • :0000: Gilbert Diamond P.E. so • 2. Additional test report on (submitted for hardware & glazing quali5calion) '....' 1) Air Infiltration Test, per PA 202 -94 ***:a: �..� 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 . . . • 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, RE 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Glazing capacity Calculations per ASTM -1300, dated 01- 17 -03, prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file# 02- 0702.01). E -1 ls44 1 • ('44-td-r. Ishaq LChakda, P.E. Product Control Examiner Product Control Division NOA No 02 -0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D MATERIAL CERTIFICATIONS (transferred from file# 02- 0702.01). 1. Notice of Acceptance No. 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PYB ", dated 02/15/2001, expiring on 12/11/2005. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Sa, flex MgeepsafeMaximum ", expiring on 05/21/06. 3. Notice of Acceptance No. 96- 0527.01 issued to Monsanto ChemioalrGo. for .. • "Laminated Glass with Saflex PVB Rnterlayer', dated 01/09/97; expiring on • • . 01/09/00. (transferred from file#99- 0128.01) • • • • • • • •sees' E. STATEMENTS (transferred from file# 02- 0702.01). • • • • 1. Statement letter of conformance, dated July 12, 199, signed by Robert L. Clark; • P.E. sees 2. Statement letter of no financial interest, dated July 12, 199, signed bV Robert V • • • Clark, P.E. • 3. Letter of compliance, dated August 12, 1998, prepared by Fenestration Test'0 Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. •• . • 4. Addendum letter, along with marked -up drawing of reinforcemeirt (Welite) cfted• 2 -3 -2000, issued by Fenestration Testing Laboratory. • e • •' • 5. Letter of compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, RE 6. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. 7. Meeting Summary dated January 26, 1999, issued by BBCO 8. Revision request letter dated April, issued by PGT Industries, signed by Robert-L. Clark, P.E. D. OTHER 1. This NOA revises & renews NOA 02- 0702.01. 2. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999(Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 3. Prior related file NOA(s) 01- 0417.06 & 98- 0506.02. 1 s et I . _k,A vt4 Ishaq LChanda, P.E. Product Control Examiner Product Control Division NOA No 02 -0927.13 Expiration Date: February 13, 2008 E -2 Approval Date: February 13, 2003 sees. sees. sees.. sees.. sees.. sees sees OXXD 71 750 MAX 36 125 MAX 25' MAX ® 25' MAX ® 33 318 MAX & DAYLIGHT DAYLIGHT OPENING OPENING OPENING 1 11 I R I 1 6 000 ACTIVE // \\ N CTIV / \ 2 POINT / LOCK OPTION \ 2 3,9500 / � 1 1 1 1 1 I I I I 1 I I I I 1 I 8 500 �i P.�3 50 13 50 �/ _ _ 1� I 1 5 'I �MAIC MAx FFFF h^ ^il 4 000 4 000 / / 4000 \ 4 000 4 000 (4 000 4000 4000 4000— 4 000 \� 4000 400D Four 1/4' Topton or 5 114 Screws Req'd LARGE MISSILE IMPACT DOORS at the Location Top & Bottom 1) GLAZING OPTIONS (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - 402 (3/8) LAMINATED (3116' HEAT STRENGTHENED, 090 INNER LAYER, 118' ANNEALED OPTION 1 - 402 WEI) LAMINATED (3116' HEAT STRENGTHENED, 090 INNER LAYER, 118' HEAT STRENGTHENED OPTION 3 - 7/16 " LAMINATED (3116" HEAT STRENGTHENED, 090 INNER LAYER, J116' ANNEALED OPTION 4 - 7116' LAMINATED (3116' HEAT STRENGTHENED, 090 INNER LAYER, 3116' HEAT STRENGTHENED 2) DESIGN PRESSURE RATING (SEE TABLES SHEET 2) 3) ANCHORS DOOR MAX FROM CORNERS 6 500 (HEAD & SILL) MAX FROM CORNERS 6 000 (JAMBS) MAX SPACING AT HEAD & SILL 13 500 MAX SPACING AT JAMBS 21 000 4) SHUTTER REOUIREMENT SHUTTERS NOT REOUIR£D 5) REFERENCE TEST REPORT FTL -2067 6) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM 1 21 000 MAX 47 875 HINGE LOC TYPICAL 21 000 MAX 13 250 HINGE LOC 6 000 TYPICAL L 6 500 OX0 F 36 125 MAX 37 500 MAX 33 3/8 MAX & 25' MAX DAYLIGHT DAYLIGHT OPENING OPENING 96 \ MAX \\ &5 1/B / \ NAX \ DAYLIGHT \ OPENING TYP \ 2 POINT LOCK OPTION X / 39 500 6 500 -�{ 50 I ' 1 350 MAX _{I MAx 4000 40 4000— AROORS ARE TYP. IN HEAD k St 1 4000— 36 125 MAX 33 3/8 MAX DAYLIGHT OPENING 6 000 —f 21 000 MAX :�X/ 13 MAX yil 4 000 4 4 000 —4000 21 0010 MAX J_ 6 000 L -T 6 500 e eem*im No me Aoylton No 951 -LWZ • /3 Raved W Date. RMSws BepL•W r3 F K 1 17 03 D -ADD D 0 DIM S • • • • • • • RsWd We • DOM& • RMe(one. 0 • • • 4 F KP 9 9 02 C -ACD 7116 LZM & TABLES • • bA6b• •••• �! • • • F IC• � 20 O 1 B -PER LETTER 8117101 p, • • • • Orom fe • • INDUSTRIES t2 s9 I( Description / � ELEVATIONS OXXO & 0X0 1 �?` � • • 070 J069N0F ° 3d2Z AL; 14f sl UM FRENCH DOOR W1 SI DELI TES Robert L Clark, FZ • 0 • P 0 X• 1519 • Sodas Scala Sheaf OroNnq No Rer Str � turral • • NOKOMISS , 3429 FD -1010- NTS 1 a 8 972 D ••• ••• • 0 is • • •••• • • • • ••• • • • • • • ••••• • • • • • • • • • • •• •• • • • •••• ••• • • ••••• ••• 36125 MAX — S3 3/8 MAX & DAYLIGHT — OPENING 85 1/ / LIA1L DAYLIGHT OPENING TYP. 96 OXXD 71 750 MAX 36 125 MAX 25' MAX ® 25' MAX ® 33 318 MAX & DAYLIGHT DAYLIGHT OPENING OPENING OPENING 1 11 I R I 1 6 000 ACTIVE // \\ N CTIV / \ 2 POINT / LOCK OPTION \ 2 3,9500 / � 1 1 1 1 1 I I I I 1 I I I I 1 I 8 500 �i P.�3 50 13 50 �/ _ _ 1� I 1 5 'I �MAIC MAx FFFF h^ ^il 4 000 4 000 / / 4000 \ 4 000 4 000 (4 000 4000 4000 4000— 4 000 \� 4000 400D Four 1/4' Topton or 5 114 Screws Req'd LARGE MISSILE IMPACT DOORS at the Location Top & Bottom 1) GLAZING OPTIONS (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - 402 (3/8) LAMINATED (3116' HEAT STRENGTHENED, 090 INNER LAYER, 118' ANNEALED OPTION 1 - 402 WEI) LAMINATED (3116' HEAT STRENGTHENED, 090 INNER LAYER, 118' HEAT STRENGTHENED OPTION 3 - 7/16 " LAMINATED (3116" HEAT STRENGTHENED, 090 INNER LAYER, J116' ANNEALED OPTION 4 - 7116' LAMINATED (3116' HEAT STRENGTHENED, 090 INNER LAYER, 3116' HEAT STRENGTHENED 2) DESIGN PRESSURE RATING (SEE TABLES SHEET 2) 3) ANCHORS DOOR MAX FROM CORNERS 6 500 (HEAD & SILL) MAX FROM CORNERS 6 000 (JAMBS) MAX SPACING AT HEAD & SILL 13 500 MAX SPACING AT JAMBS 21 000 4) SHUTTER REOUIREMENT SHUTTERS NOT REOUIR£D 5) REFERENCE TEST REPORT FTL -2067 6) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM 1 21 000 MAX 47 875 HINGE LOC TYPICAL 21 000 MAX 13 250 HINGE LOC 6 000 TYPICAL L 6 500 OX0 F 36 125 MAX 37 500 MAX 33 3/8 MAX & 25' MAX DAYLIGHT DAYLIGHT OPENING OPENING 96 \ MAX \\ &5 1/B / \ NAX \ DAYLIGHT \ OPENING TYP \ 2 POINT LOCK OPTION X / 39 500 6 500 -�{ 50 I ' 1 350 MAX _{I MAx 4000 40 4000— AROORS ARE TYP. IN HEAD k St 1 4000— 36 125 MAX 33 3/8 MAX DAYLIGHT OPENING 6 000 —f 21 000 MAX :�X/ 13 MAX yil 4 000 4 4 000 —4000 21 0010 MAX J_ 6 000 L -T 6 500 e eem*im No me Aoylton No 951 -LWZ • /3 Raved W Date. RMSws BepL•W r3 F K 1 17 03 D -ADD D 0 DIM S • • • • • • • RsWd We • DOM& • RMe(one. 0 • • • 4 F KP 9 9 02 C -ACD 7116 LZM & TABLES • • bA6b• •••• �! • • • F IC• � 20 O 1 B -PER LETTER 8117101 p, • • • • Orom fe • • INDUSTRIES t2 s9 I( Description / � ELEVATIONS OXXO & 0X0 1 �?` � • • 070 J069N0F ° 3d2Z AL; 14f sl UM FRENCH DOOR W1 SI DELI TES Robert L Clark, FZ • 0 • P 0 X• 1519 • Sodas Scala Sheaf OroNnq No Rer Str � turral • • NOKOMISS , 3429 FD -1010- NTS 1 a 8 972 D ••• ••• • 0 is • • •••• • • • • ••• • • • • • • ••••• • • • • • • • • • • •• •• • • • •••• ••• • • ••••• ••• COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened. 090 Inner Layer, 3/16" Heat Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3118" Heat Strengthened, 090 Inner Layer, 3/16° Annealed City. of Slabs Sldelite Width Max. Door Widths Hei lhts 79 750 83 750 87 750 1 91 750 1 95 750 Heights 1 22 000 37 500 -750 -750 -750 -750 -760 750 750 750 750 75.0 O 1 28 000 37 500 -750 -75.0 -750 -750 -750 750 750 750 750 750 X O 1 30 000 37 500 -750 -750 -750 -750 -750 750 750 750 750 750 37 500 1 33 000 37 500 750 750 -750 -750 1 -750 75 0 75 0 750 750 1 750 750 1 36 125 37 500 75 0 75 0 -750 -750 -750 750 750 750 750 750 -750 2 22 000 71 750 -750 -750 1 -750 -750 -750 750 750 1 750 750 750 O X 2 28 000 71 750 -750 -750 -750 -750 -750 750 750 750 750 750 X O 2 30 000 71 750 -750 -750 -750 -750 -75 0 750 750 750 750 750 750 2 33 000 71 750 750 -750 -750 -750 -750 750 750 750 1 750 1 750 1 2 36 125 71 750 -750 -750 -750 1 -750 1 -750 750 750 750 1 750 1 750 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened. 090 Inner Layer, 1/8" Heat Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3118" Heat Strengthened, 090 Inner Layer, 3/16° Annealed Qty. of Slabs Sidellte Width Max. Door Wldtha Hsi his Qty. of Slabs Sidellte Width Max. Door Widths Heights • 79 750 83 750 87 750 1 91 750 1 95 750 79 750 1 83 750 1 87 750 9`1750 1 95 750 O X O 1 22 000 37 500 -750 -750 1 -750 -750 -750 O X O 1 22 000 37 500 1 -750 1 -750 -750 -750 -750 750 75.0 750 750 75.0 750 750 750 750 750 1 28 000 37 500 -750 -750 -750 -750 -750 1 28 000 37 500 75 0 .750 -750 -750 -750 750 750 750 750 750 750 750 750 750 750 1 30 000 37 500 -750 -750 -750 -750 -750 1 30 000 37 500 -750 -750 -750 -750 -750 1 75 0 75 0 75.0 75 0 75 0 75 0 750 750 750 750 1 33 000 37 500 -750 -750 -750 -750 1 33 000 37 500 -750 -750 -750 -747 -728 750 750 750 750 750 750 750 747 728 1 36125 37 500 -750 M75 -750 -750 -750 1 1 38 125 37 500 -700 -679 -657 1 -631 -604 760 750 750 750 70.0 679 657 631 1 80.4 O x X O 2 71 750 -750 -760 -750 -750 -750 O X X O L 2 22 000 71 750 -750 -750 -750 -750 -75.0 750 750 750 750 750 75.0 750 750 750 75 0' 2 JODO 71 750 -750 -750 -750 -750 -750 2 28 000 71 750 750 -750 -750 -750 -750 75.0 750 760 750 750 750 750 750 750 750 2 71 750 -750 -750 -750 -750 -750 2 30 000 71 750 -750 -750 -750 -750 -750 750 750 750 750 750 750 750 750 750 750 2 33 000 71 750 -750 -750 -750 -750 -750 2 33 000 71 750 -750 -75.0 1 -750 -747 1 -728 750 750 1 750 750 750 750 750 1 750 747 1 726 2 38 125 71 750 -750 -750 .750 -750 -750 2 38 125 71 750 -700 -679 -657 -631 -604 750 750 750 750 1 750 700 679 1 85 7 631 1 60 4 NOTES 1 NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 2 POSTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 3 GENERAL D/0 = DAYLIGHT OPENING ® D/O HEIGHT = DOOR HEIGHT - 10875' D/0 WIDTH SIDELITE = SIDELITE WIDTH -2 750' D/0 WIDTH PANEL = PANEL WIDTH -12 500' 0 woMe111cri t Roved ay Data Revlelone O2-0 %.3 F K 1 17 03 D-MW TA U3 d' AM WT J D 8 • • • • • • • Repd"• Dole • Revglom �• I �M� • • • • F RO 9 02 C -NEW DESIGN TABLES ullawwwaiw • • • FIt• 20 O1 B -PER LETTER 811710 ••• • INDUSTRIES �� • 112 99 / / Dexrfptwn 11 �1L�� : •� . • nDESIGN PRESSURE TABLES, OXXO & 0X0 I• mo 1E N l� fL1C1aJUM FRENCH DOOR W SIDELITES N%KOIJS. Robert L Clark, FOE • • • • 1 Scale Sheet* lnq No R Oro.ev P 0 1< 1$L9 �`''°af PE 039712 • • NOKOM; FL 34?/4 Str tural FV— 101• • NTS 2 °t 8 972 D ••• • • • ••••• • • • •••• ••• •• •• • • • • • ••••• ••• STRENGTHENED 3/16' HEAT STRENGTHENED LAYER (SEE NOTE) 090 INNER LAYER (SEE NOTE) ALED 1/8' ANNEALED Q00 SIDELITES GLAZING OPTION 1 .402 U18 "2 LAMINATED f STRENGTHENED 3/16' HEAT STRENGTHENED t LAYER (SEE NOTE), 090 INNER LAYER (SEE NOTE) AT STRENGTHENED 3/18' HEAT STRENGTHENED 437 7 3/16' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED 090 INNER LAYER (SEE NOTE) 090 INNER LAYER (SEE NOTE) -1/8' HEAT STRENGTHENED 1/8' HEAT STRENGTHENED .437 DOOR SIDELITES GLAZING OPTION 2 .402 (318 ") LAMINATED 3/16' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED 090 INNER LAYER (SEE NOTE) 090 INNER LAYER (SEE NOTE - 3/16' ANNEALED 3/16' ANNEALED 437 D OR SIDELI TES GLAZING OPTION 3 1216" LAMINATED NOTE INNER LAYER MAY BE DUPONT BUTACITE PVB OR SAFLEX/KEEPSAFE MAXIMUM 437 PNODU(,TRENEWED comDbft wo !M nod" edftcoft R..d W Date Reris ons Aoo[pd.p lb02 -O 27•/3 F K I 17 03 D -NO CHG THIS SHT• 1 8 • 0** R.ndeft • • Date. Re kw. $L•a I. LL+. • • FM 9 9 02 C —ADD 7116 GLASS • • • • • F. it/20/01 B —PER L MER 8117101 owdbe / •.• • D • e 1 2 99 DOO SIDELI INDUSTRIES Dee�npe,e GLAZING OPTION 4 / ?�3 � LAZING DETAILS 7/16" LAMINATED 1 • • • 1070 N �}� NE . %Uivlvum FRENCH DOOR W1 SIDELITES Robert L dark. PE • • • P 0• 1S2 • i° Saele sneer Or.rrrg No Rer REFERENCE TEST REPORT FTL -2067 PE /39712 NOKOUI • FI- 3474 • or Structural PD -lot NTS 3 8 972 D -- - -- - - - -- - -- . : ... . . . • • • . . . . . .. .... ... .. . . ..... ... e'J w;. i 1 33 OPENING "a INTERIOR TEX ERIOR 3.100 INTERIOR HORIZONTAL SECTION OXXO REFERENCE TEST REPORT. FTL -2067 OUTSWING 33 318 OPENING MAX i SEE SHEET 3 r FO R ANCHORS ROUGH OPENING 25 000 DP 1 48 L .890 / SEE SHEET 3 FOR ANCHORS ROUGH S ELIT EXIEB/OB 96 000 OUTSWING y SEE SHEET 3 FOR ANCHORS 250 Max / I� Shim 3 0 ROUGH 3 100 TYP OP N /NC 7 1 479 1.479 6-=X=-M -,,,o -T 4 -T EXIElIl2 5 459 1.800 1 750 J�BIQB 85' 85 1/8 aw OPDM c OPENING MAX M Mix VER37CAL SECTION • TNRU SIDELITES 4 586 yr 750 1 489 ---L n 3 000 -� � TROUGH � 3 100 �{ OPENING • • • •••• • • • • • • • • • ••••• •••• • • • • • • • • ED "i1�1e: M •tA me bAd• A41Vtlas 02-0 2% CWhadmumb �p y L�` R..d By F K RWd �J(e • F K• Data 1 17 OJ Date 9 02 RevW -L 0 —NO CHG THIS SHT ReWkna. C —NO CHG THIS SHT sees, • • • • • • • • • • • • • • • • • • • F KP 20 O 1 Ndftwo- PE R LR ETTER 8117101 ., cb.md � pOrn ots • • • • ,// �% Aj!/ INDUSTRI D8•• 7 12 99 Oa wvn° l 1 SECTIONS TE • 1070 Na Wt DAVE • NQKO�. Z,. • AIJI VIV UM FRENCH DOOR W1 SIDELITES I • • • Robert L Clark. RE • • • Poe" IN • • ° &-. COOL a°�M No Rer Sh �turolZ NOKOMI� FL 34074 1v -101•• NTS 4 of 8 972 p • • • •••• • • • • • • • • • ••••• •••• • • • • • • • • (@� r. 11 Ijll NOTES. 1 OTY•S IN BRACKETS ARE FOR 0X0 CONFIGURATION 2 REFERENCE TEST REPORT FTL-2067 PRODUCT ROMW® a mumbilms with N• Fbelft oulftcaft 02•/3 ReF Dj' Data D-NO . ��009 FK I 17 03 D —NO CHC THIS SHT I � 6 • RA d WA 0-4, Oat. • Rwblonr ik is l6aA i • ; • • F k! 9 02 C —ADD 7116L GLASS mWomblill • • •' • • • F k• 20/01 B PV? LUU 8117101 • •• INDUSTRIES • D.�' 7 tie 99 Da>�twa BILL OF MATERIALS 1. NS Nom°` ivs LMRAU M FRENCH DOOR W1 SIDELITES Robert L Clark, 19Fh • • • PO• }i 15,1g • yly Yap/ Scala Sne.t PE /39712 Structural NOKOYIFFL 3a27a ft-101'• NTS 1 5 ar 8 972 D ••.. •.. •. •• • . • • • .•••. •.• 41 I u U ODOOR PANEL HEAD & SILL 6063 -T5 ALUM 050 L---f ' 20 250 -1 L OWEATHER STRIP CHANNEL 6063 -T5 ALUM 375 10. 2 125 125 18 HINGE EXTRUSION 6063 -T5 ALUM 4 r— 1 750 --{ ODOOR PANEL JAMB 2 6063 -T5 ALUM .125 1 500 I I -I 750 F 11 TRUSS CLAMP 6063 -T5 ALUM 1 750 4 100 062 4 675 ODOOR PANEL, INTERIOR ASTRAGAL 6063 -T5 ALUM 3 OFRAME HEAD 6063 -T5 ALUM • •••• 0 0 0 a abort l Clark, 19FO • PE 139712 Structural 4 675 —1750— .062 4 100 O44 DOOR PANEL, EXTERIOR ASTRAGAL 6063 -T5 ALUM r 1480 �{ 050 3 000 OFRAME JAMB 6 6063 -T5 ALUM. rg 050 1 489 �3000� OOUTSWING THRESHOLD 9 6063 -T5 ALUM • "• Data• Rensrons q ( C�� • ' FK• • 17 03 D -NO CHG THIS SHT • • F K' 9 02 C -NEW SHT D INDUSTRIES • 1 1 1 99 02 EXTRUSIONS PROFILES, DOORS • 1070 a c7o15wWsIN, Qa ' 4 0&W v5 ' U AUM FRENCH DOOR LYZ SIDELITES • • N PO'��! 1 $' 2-f -ouOel Scale Shaet Ororinq No Rw NOKOMI , FL 3„ Fb -101•' NTS 6 ar 8 972 D ••• • • • • • • • • • ••••• ••• 4 j^— 3 100 �- -1 800 --4 37 SIDELITE BOTTOM RAIL 6063 —T5 ALUM ;0 5 459 OSIDELITE HEADER 36 6063 —T5 ALUM 1 479 1 f 062 I 1 578 35 SIDELITE JAMB 6063 —T5 ALUM 830 F- 2.980 FRDVVCraRNEWZS � •ffi 16•flealft 050 �• ,J3 • • • • • • • • • � ""77 • • Dote Rerdslona • • • • • F 1 7 OJ D —NO CHG THIS SHT • ��atclr, • • e Re O ••• ria.oea F;f 9 02 C —NEW SHT Chun SIDELITE JAMB ADAPTER / • • INDUSTRIES �F•M • • 9 t 9V02 40 6063 —T5 ALUM ! D.110U- • EXTRUSIONS PROFILES, SIDELITES •'07DK'c "sV a AtLP4VUM FRENCH DOOR W1 SIDELITES Robert L Clark.•P E• • • PS eeX u2. • /u• ScaaT Snaet Stmctuml2 • N0KOA05. a 30274 fD -1 D� • N I S 7 0f 8 aa.ley No 9 72 RD •••• ••• •• •• • • • • • ••••• ••• a 1500 MIN d 1 a i f 1 ••• • • 250 MAX MA 1500 MIN • • • • • 250 MAX ix WOOD BUCK (SEE NOTE 3) --5ff • • ••••• • • ••• 2x WOOD BUCK (SEE NOTE 2) 114" TA ION (SEE NOTE 1) TYP. HEAD 114 FLATHEAD TYP. HEAD /1{ PANHlAD 1500 MIN 1/4' TAPCON (SEE NOTE 1) -+{ I 1 500 MIN 2x WOOD BUCK ,(SEE NOTE 2) k-jc- 250 2 MAX I F AM Ix WOOD BUCK (SEE NOTE 3) TYP. JAMB TYP. JAMB TAI NU TYP. SIDELITE HEAT 1/4" TAPCON (SEE NOTE 1) 0 250 MAX FLATHEAD EAD 1 1 MIN I l 2x WOOD BUCK 1/4' TAPCN 1 500 O / \ (SEE NOTE 1) �� !I (SEE NOTE 2) a TYP. SIDELITE SILL TYP. SIDELITE SILL T— NOTES - ' I I USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS —�'e • __ 112 FLATHEAD 2 INSTALLAPON OF 2x WOOD BUCK To THE SUBSMTE ENGINEERED �o � JAMB SPACING SEPARATELY AND TO BE REVIEWED BY BUILDING OFFMAL slow* T EKEWZDorfde TYP. SILL (SEE NOTE J ON SHEET 1) 3 INSTALLATLON OF Ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY Raved By t216 R—d— 2 �' FK D -NO CHC THIS • • ••••• • ••• R-ADD Dab /I{ PANHfAD TYP. JAMB /SIDELITE • • • • • ' F� t. ADDa NOTES qp1 • FW B-PER LETTER L9 17 01 INDUSTRIO Description ' S sEWOOD TEeZCK ANCHORAGE 1070 �c H Y • eRIVE TYP. SILL roKM ,, FLO .lS A AANUM FRENCH DOOR W SIDELI TES Robert L ClarkAP Ei • • Pe BOX •52! • yn • I Scde Sheet wing No Rer REFERENCE TEST REPORT FTL -2067 sir #39712 • NOKOM, FL }1274 ,i p_ ip1• NT$ 8 er 8 972 D ••• • • • • • • • • •••• ••• • • ••••• • • ••• MIAMI. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MITI R0- I)AI)E 1•I,A(iLI.R BUll I)IN(, 140 WES 1') I.AOI.ER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Construction Glass Industries Corporation CON'I RAC'1'011 LICENSING SEUI ION• 7840 N.W. 62nd Street (303) 375.2527 I•AX (30i) )75 -2iis Miami ,FL 33166 CONIIIAC I'01t ENFORCEMENT I)WISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375.2902 fAX (3115) 372•(3)9 Series 450 In /Out Swing Aluminum Strorefront Door w /Sidelites • under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate N 45ferials an(+YA! S of Construction, and completely described herein, has been recommended for acceptancj;yet�le MiaraiZiade County Building Code Compliance Office (BCCO) under the conditions specified herein. *Osseo TI)is NOA shall not be valid after the expiration date stated below. BCCO reserves lie rigmt to sPLN16111IS product or material at any time from a jobsite or manufacturer's plant for quality conlrol testinz:oif' this product or material fails to perform in the approved manner, BCCO may revoke, njodify, or slh*ayf the use of such product or material immediately. BCCO reserves the right to revoke :Ili? +proval, if it Is determined by BCCO that this product or material fails to meet the requirements oof the Soul) .141 %ldi\ Building Code. so e ..,. • • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1109.03 EXPIRES: 11/09/2006 Raul Rodriguez Chien Product Control Division THIS IS THE COVER_S_HEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. / Francisco J. Quintana, R.A Director Miami -Dade County APPROVED: 12/20/2001 Building Code Compliance Otticc \ \s0450001 \pc2000 \\templates \notice acceptance cover page dot Internet mall address: postmaster @buildingeodeollline.coln Homepage: 11ttp :Hwww.buildiltgcodeonline.coln Osseo* • *.ease 0000.• Construction Glass Industries Corporation ACCEPTANCE No.: 1. SCOPE 01- 1109.03 APPROVED: December 20, 2001 EXPIRES: November 19, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This revises and renews Notice of Acceptance (NOA) No. 98- 0608.20, which was issued on November 19, 1998. It revises and renews the approval of an aluminum storefront door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, at':" • determined by SFBC Chapter 23, do not exceed the Design Pressure Ratin�'Wue s indiiate in thc..;..a approved drawings. ; • . • ; .... • 2. PRODUCT DESCRIPTION " "' • 2.1 The Series 11450" In / Outswing Aluminum Storefront Door w /Sidelites - 'mpaFt ResislaUt and ...... its components shall be constructed in strict compliance with the following dS"tnt: Drawing No •; W98 -01, Sheets 1 through 7 of 7, titled "Series 450 Doors and Sidelites," prepared by A1fale9q •" Corporation, dated 10/20/97 and revised on 1 l /l /01, signed and sealed by D4 Huldayounlrarooq, P.E, bearing the Miami -Dade County Product Control approval stamp with tie` Q*.A nurpbgjand ..�. approval date by the Miami -Dade County Product Control Division. This document shag.' hereinafter be referred to as the approved drawings. • • • • .. • g "'' 3. LIMITATIONS ' 3.1 This approval applies to single unit application of pair of doors and single door with & without • sidelites only, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum swing doors w /sidelites and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syste / l Raul Rodriguez, Chief Product Control Division 2 Construction Glass Industries Corporation ACCEPTANCE No.: 01- 1109.03 APPROVED: December 20. 2001 EXPIRES: November 19, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. ..... 2. Any and all approved products shall be permanently labeled with the manufactuler's namepsitylstate, and the following statement: "Miami -Dade County Product Control Approve ", oris speCifiCSlly .... • stated in the specific conditions of this Acceptance. :*egos , • • . • . 3. Renewals of Acceptance will not be considered if: ' a) There has been a change in the South Florida Building Code affecting the Pv alu3tion of tU s* • • , • product and the product is not in compliance with the code changes; • • b) The product is no longer the same product (identical) as the one originally approved; ` • • • • • c) If the Acceptance holder has not complied with all the requirements of thi9 jecejtance, including the correct installation of the product; ; .00. • d) The engineer who originally prepared, signed and sealed the required docui ptation QjWly ' .... ` submitted is no longer practicing the engineering profession. •. • .. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall • • • • automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Raul Rodriguez, Chief Product Control Division 3 TYPICAL ELEVATIONS I , x~ W 6151161HG r •1 W , c OUTSIQIG AS-S SADDLE OUTSBDHG 0ISll 9HG SILL STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6 k 7 H-0 H -0 OS-I H-1 N-t MULTIPLE 108' 9• -1/2' AIxENCEr SIDEUTES .:.... . AVAILABLE • • PANEL D.L DPG. WIDTH vim LEAD 24' 12 -7 /8• 30' re -7 /6• -0 - OU1'SYBNG DOOR DETAIL 76' 24 7/e' -_ -1 - INSVING DOOR DETAIL 42' 30 -7/9' - ITEM DESCRIPTION PANEL D.L. UPC APPROVED ASCWKYINGWTHTHE ❑ see sheet 2 of 7) HEIGHT HEIGHT SOUTH FLORIDA WILDING ,� BO' 66 -1/2' MTE f 6v 1'yH Bs' 70 -1/2' By 90' 76 -1/2' PRODUCT CONTROL DIVISION renmons W98-01 96' e2 -1/2' BUILDING CODE COMPLIANCE OFFICE A WMAI meWLisA:ic -umaIM ............. 108' 9• -1/2' AIxENCEr PTA - 1/1)1. 03 .:.... . • • . . Z;;, SL N{MA7WN M000 • • • • • • rlA i[ I less . ••••• • • ••• • • • •• •• • • • :•: :l§V�7o2001 • 0 0 :•: crvak CORPORATION 00n9duc6.0 qka iftbin ovpwatm 7840 m1wasl 62 stied mwM R0rd0 37156 Product Senes 450 Doors k Sdelites ENGINEER AI Forooq Corporation Or Huma7oun Faroaq Structural -Fla PE B 16557 date 10 -20-97 sheet I or 7 • • • • • • • • • • ••••• • • ••• • • • •• •• • • • • • •••• ••• • • ••••• ••• crvak CORPORATION 00n9duc6.0 qka iftbin ovpwatm 7840 m1wasl 62 stied mwM R0rd0 37156 Product Senes 450 Doors k Sdelites ENGINEER AI Forooq Corporation Or Huma7oun Faroaq Structural -Fla PE B 16557 date 10 -20-97 sheet I or 7 TYPICAL ELEVATIONS TRUE HORIZONTAL MUNTIN 1 OR MORE PANEL) YT OPTIONAL TRUE MUNTINS DOOR OR SIDELITE NeL "S RR um le Net OA4 —a -Imo SUMIEE TYPICAL GLAZING DETAIL RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX DOOR HEIGHT Nn RCOII •..• • •.•.• . •.• •.•• A 1113517-6 3/4' *00 • • • • • • • • • • • • • 00000 6696's •• •• • • 0000 APPROVED AS GGMyIN0 WM TM 60UN FLMIM WRI.MG DATE Xr Dr 11CT CONTROLD ON B "ZGCODS -pLIANCE OFr.CE �LCEPTANCF NO LEf€tlQ -0 - OUTSXING DOOR DETAIL -1 - INSBING DOOR DETAIL. - ITEM DESCRIPTION (see sheet 2 of 7) W98 -011 • cam► CORPORATION — stricti- 0- u1dlRtrlel crape Oxn 7114 mfBuM 62 street ewni, flvdo 33156 product Series 450 Ooors k Sldel tes ENGINEER At Forooq Corporation Or Humayoun Faroaq Structurol -Flo PE ® 16557 dole 10 -20-97 sheet lA of 7 NAZ svAC1NG •..• • •.•.• . •.• •.•• • • HARDWARE DESCRIPTION .•. :• .'..'. *00 • • • • • • • • • • • • • 00000 6696's •• •• • • 0000 APPROVED AS GGMyIN0 WM TM 60UN FLMIM WRI.MG DATE Xr Dr 11CT CONTROLD ON B "ZGCODS -pLIANCE OFr.CE �LCEPTANCF NO LEf€tlQ -0 - OUTSXING DOOR DETAIL -1 - INSBING DOOR DETAIL. - ITEM DESCRIPTION (see sheet 2 of 7) W98 -011 • cam► CORPORATION — stricti- 0- u1dlRtrlel crape Oxn 7114 mfBuM 62 street ewni, flvdo 33156 product Series 450 Ooors k Sldel tes ENGINEER At Forooq Corporation Or Humayoun Faroaq Structurol -Flo PE ® 16557 dole 10 -20-97 sheet lA of 7 ey KWIKSET SERIES 780 DEADBOLT (OR EQUAL) PROSK7 CONTROL OMSION BUILDING COY OFf1�E • 0060 • 2) DEADBOLT LATCH (TOP &BOTTOM) AND • .• .S°4°E• P�p CUSTOM CGI INTERIOR LINKAGE MECHANISM • •ACCEPTN�EN —Ru Si • • F�q• o•. N rNlooa • • 1 OB REFLECTOLITE SERIES 6000 ; • • ..;; PE 'msso* i • • • • THREE POINT LOCK MECHANISM • •• • • • • • • - - tvv aT 2001 ••• ••• • • • •••• • • • • • • • • • ••••• 000 • • • • • • • • • •••• • • •• •• • • • 000 • • ••••• ••• CAva L 0 CORPCRATIpN comtructim q4m mdudm capva4oa 7840 eath•el 62 Street man. flado 33166 product Sores 450 Doors & Siddlles ENONEER N Farooq Corporation Dr Humayoun Foroaq Structural -Fla PE / 16557 date 10 -20 -97 1 sheet 2 of 7 BILL OF MATERIALS ITEM DESCRIPTION El #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 11 HAGER 2A 3/8 -16 FULLY THREADED CONTINUOUS ROD 4 1/2" X 4" SOLID BRASS (OR S /S) HINGE SECURED WITH (8) #12 -24 X 1/2" BRASS F H. M.S. 26 3/8 (3 PER PANEL UP TO 7' -6 3/4" HIGH) -16 HEX NUT (4 PER PANEL OVER 7' -6 3/4" TO 9' -0 3/4" HIGH) 2C 1 1/2" X 1 1/2" X 3 /16 "THK. ALUMINUM PLATE t2 FLUSHBOLT AT TOP & BOTTOM OF INACTIVE Q SHEAR LEAF (MODEL 5509) WITH REINFORCED TIP CLIP (EXT. N0. 506) 13 1/2" NOMINAL (.466 ACTUAL) LAMINATED Q DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" O.C. MAX GLASS COMPOSED OF (2) 3/16" THK. GLASS (ANNEALED OR HEAT STRENGTHENED) AND 0 9/32" DIA. HEAD & SILL INSTILL. HOLES AT 14 .090 THK SAFLEX INTERLAYER GE -1200 SILICONE 6" FROM ENDS. 3 ® CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. ET 3/4" X 1 1/4" X 3/4" X 1 /8 "THK. CONTINUOUS ALUMINUM © #10 X 1" PH —PH —SS TEKS SCREW, ® 3" & 7" CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM M ) FROM ENDS & 24" 0 C. MAX. 16 1/2" 0 #14 X 3/4" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING HEX HEAD S/S TEKS SCREW AT 6- FROM ENDS & 24 3/16" O.C. MAX. OF (2) 090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER ® 320 HIGH WOOL PILE WITH CENTER FIN (UL1i2AFA8 # 3032) 17 1/2 X 1/2 CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE El .350 HIGH FOAM —TITS WEATHERSEAL (AMESBURY # 32011) 18 PLASTIC WEEP BAFFLE 10 THREE POINT LOCK AT ACTIVE LEAF 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL Ann . CovAngG %NTH TW_ [FO-Al CUSTOM CGI THREE POINT LOCK s0.I•- rLOMABU1LOM ODE ANGLE ADAPTOR MECHANISM WHICH CONSISTS OF (1) TITAN w1E W98 -01 ey KWIKSET SERIES 780 DEADBOLT (OR EQUAL) PROSK7 CONTROL OMSION BUILDING COY OFf1�E • 0060 • 2) DEADBOLT LATCH (TOP &BOTTOM) AND • .• .S°4°E• P�p CUSTOM CGI INTERIOR LINKAGE MECHANISM • •ACCEPTN�EN —Ru Si • • F�q• o•. N rNlooa • • 1 OB REFLECTOLITE SERIES 6000 ; • • ..;; PE 'msso* i • • • • THREE POINT LOCK MECHANISM • •• • • • • • • - - tvv aT 2001 ••• ••• • • • •••• • • • • • • • • • ••••• 000 • • • • • • • • • •••• • • •• •• • • • 000 • • ••••• ••• CAva L 0 CORPCRATIpN comtructim q4m mdudm capva4oa 7840 eath•el 62 Street man. flado 33166 product Sores 450 Doors & Siddlles ENONEER N Farooq Corporation Dr Humayoun Foroaq Structural -Fla PE / 16557 date 10 -20 -97 1 sheet 2 of 7 1X4 PT WOOD SEALANT A o LU x 1 W ^ W W Of Q TYPICAL a S —� n 1/4' X 2 3/4- LONG TAPCON SCREW � 0 6" FRO10 Z a °41, !/ / OXE S 0 ET n 1/4 X 3 3/4" L TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS TAPCON SCREW SE E i 6 ANCHORS TO BE AT 6" FROM CORNERS ' SH MAX SPACING 24' 0 C AT HEAD & SILL d � � 4 II d 1X4 PT WOOD \ I 509 I 1 214 PT MOOD �1 �-� Stt r �I _ - OPTIONAL \ INSTALLATION 9 NTO 2X4 PT W000 r 1/4" -• X 3 3/4' LONG TAPCON SCREW TYPICAL O 6" FROM ENDS &20'O.0 w SEE SHEET 6 1 /4'- X4'LONG 2A TYPICAL TAPCON SCREW 4 1/1 -- - - III I IIIIU11I' OPTIONAL J SQUARE GLAZING I EXTERIOR t.wz J -0 FRAME WIDTH TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 504 = 13 OR F1 11 • CAwGL COR PO RYTION amis6uc44n ilk I�dIai11NU CQPof0114n 7840 001.4s1 52 41r4d wean, Aw* 33166 Product Senes 450 Odors & Sidellles ENGINEER AI Forooq Corporaban Dr Humayoun Forooq Structural -Flo PE B 16557 dale 10 -20 -97 1 sheet 3 of 7 ° 4 2X4 PT WOOD OPTIONAL INSTALLATION Ir F� — INTO 2X4 PT WOOD A<n 4a12 NOTE: WOOD BUCKS NOT BY CGI 2A TYPICAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM \ zoex W44 ................... I /4' -• X 13/4" LONG • • • • . � h � TAPCON SCREW m O 6" FROM ENDS APPPOVm AS C01APL41� Vv?"E E„q,4yl NWATayp•AAaaa WRLKTURES � • a & 24' 0 C SC RN FLOMDA BUIL WG CODE C +TE 4T1"1 • 1A FLA. OE f 1007 • 00060 .. • • • • • Br i i oR 16rfMMOL DMSION \� 4 d 4 ° ¢ BUILDNGCODFCO�+PUANCEqfFICE • ArCto7ANC.L Q1�104•�4� • • • • • • • • • • • NIV V 7.2001 11 • CAwGL COR PO RYTION amis6uc44n ilk I�dIai11NU CQPof0114n 7840 001.4s1 52 41r4d wean, Aw* 33166 Product Senes 450 Odors & Sidellles ENGINEER AI Forooq Corporaban Dr Humayoun Forooq Structural -Flo PE B 16557 dale 10 -20 -97 1 sheet 3 of 7 EXTERIOR p —"?a (9 1xa Pr w000 Lam SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' 7 —6` WIDE OR II Ir SM ALLER r� 4a12 - -.i A7s 0—Ji EXTERIOR SEALANT 0 (S DOOR FRAME WIDTH SIDELITE FRAME WIDTH _]� DS -0 DS -1 S SILL IS T RATED R WATER 4' WOE SADDLE THRESHOLD 1/4" — X 1 3/4' LONG TAPCON SCREW ® 6' FROM ENOS & 24'OC SIDELITE FRAME WIDTH SJ -0 GLASS OPTIONS CALLED 3/16" ANN. +PVB +ANN. ANN. 3/16" ANN. +PVB +H S. ® 6' FROM ENDS & 20' O.C. 3/16" H.S. +PVB +ANN. H. S. 3/16" H.S. +PVB +H S. Jtt UHAH 15 .............. . . 4;x•0• NWAYa{P•rA•000 • • • • • • • • • 0:0. • • • • • • • • • ••••• ••• • • • • • • • • • • • • • • • • • • •••• ••• • • ••••• ••• REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL APPROVED AS COMPLYING WdTH THE SOUTH FLOPoM BUDDING C� BY 1101 (� ucr 17 zrl N I3WLO NGCODEOO1R1ANCE OFFICE AocEnumNa 0L110 jog W98 -01 • C CORPORATION oanslrucbon gimt unlustrt•t capMtw 7840 narmaw 52 that nmei. tiv�do 37166 product Senes 450 Doors & Sideliles ENGINEER : Al Forooq Corporation Or Humayoun Forooq Structural -Flo PE 0 16557 dale 10 -20 -97 sheet 4 of 7 V,/4- — X 3 3/4' LONG TAPCON SCREW / ® 6' FROM ENDS & 20' O.C. SEE SHEET 6 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL APPROVED AS COMPLYING WdTH THE SOUTH FLOPoM BUDDING C� BY 1101 (� ucr 17 zrl N I3WLO NGCODEOO1R1ANCE OFFICE AocEnumNa 0L110 jog W98 -01 • C CORPORATION oanslrucbon gimt unlustrt•t capMtw 7840 narmaw 52 that nmei. tiv�do 37166 product Senes 450 Doors & Sideliles ENGINEER : Al Forooq Corporation Or Humayoun Forooq Structural -Flo PE 0 16557 dale 10 -20 -97 sheet 4 of 7 n i 1/4' -. X 2 3/4' LONG TAPCON SCREW ° O 6- FROM ENDS &24'OC SEE SHEET 6 % IX PT WOOD H —I !S � W w L0 n _1 c sJ l S —I 1X4 PT WOOD SMALL SIDELITE STILE (EXT 503) AT SIDELITES V -6" WIDE OR SMALLER REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL W98 -01 • CG\ CORPOR.e.l c••st-t= oast aM.* rnpmat= 78'4 -Mtb St 62 stred ..DIN ft* 33166 Product Senes 450 Doors & Sldelites ENGINEER Al Forooa Corporotlon Or Humoyoun Faroo4 Structural -Flo PE 0 16557 dole 10 -20 -97 sheet 5 0l 7 V 0 \ O 6' FROM ENDS & 20" 0 C ° EXTERIOR W a MT a O 3 N #10 X 1" PH -PH sM S S/s HJ— 17 (2 PER © CLIP) Ts3 FRAME WIDTH a 1X4 PT WOOD LZW 1 1/4' — X 3 3/4' LONG TAPCON SCREW �C =, - -- 0 6' FROM ENDS &20 "O.0 SEE SHEET 6 _ -_ -- EXTERN a SJ- FRAME WIDTH SN1N 1/4' X 1 3/4' LONG TAPCON SCREW O 6' FROM ENDS •.•• • •••.• • ••• • •••• • &24 "OC • • • • APP'!QM,3S COMPLY16'sy" TH' E al i f 1paap • • 19 Sam, FLORIDA 84"-LOW CODE • FIA• PE 8 10957 • • DATE •• BY �VA �- 601LC V^„O :4 COUP! IANCE OSICE • • • • • • • — ACCEPT -Nc: , • • ••• ••• ••• • • • • • • • • �]V ..0 t 2001 • • •• • • • •••• • • • • • • • • • • • •• •• • • • SMALL SIDELITE STILE (EXT 503) AT SIDELITES V -6" WIDE OR SMALLER REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL W98 -01 • CG\ CORPOR.e.l c••st-t= oast aM.* rnpmat= 78'4 -Mtb St 62 stred ..DIN ft* 33166 Product Senes 450 Doors & Sldelites ENGINEER Al Forooa Corporotlon Or Humoyoun Faroo4 Structural -Flo PE 0 16557 dole 10 -20 -97 sheet 5 0l 7 V 1/4" — X 3 3/4' LONG TAPCON SCREW \ O 6' FROM ENDS & 20" 0 C ° SEE SHEET 6 SMALL SIDELITE STILE (EXT 503) AT SIDELITES V -6" WIDE OR SMALLER REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL W98 -01 • CG\ CORPOR.e.l c••st-t= oast aM.* rnpmat= 78'4 -Mtb St 62 stred ..DIN ft* 33166 Product Senes 450 Doors & Sldelites ENGINEER Al Forooa Corporotlon Or Humoyoun Faroo4 Structural -Flo PE 0 16557 dole 10 -20 -97 sheet 5 0l 7 V NOMINAL DINS PANEL PANEL WIDTH HEIGHT 2/0 2/6 6/8 3/0 3/6 2/0 2/6 7/0 3/0 3/6 2/0 2/6 7/6 3/0 3/6 2/0 2/6 8/0 3/0 2/0 2/6 9/0 3/0 PANEL PERFORMANCE CHART FOR DOORS AND SIDELITES OUT- SWING /IN -STING DOORS IN -SWING DOORS DESIGN LOAD CAPACTY -PSF DESIGN LOAD CAPACTY -PSF ANN. GLASS H.S. GLASS ANN G LASS N.S. GLASS SS InT ExT INi EXT. ENT ExT INT 1000 1000 100.0 110.0 50.0 1000 50.0 1100 100.0 1000 1000 1100 500 1000 500 1100 L000 100.0 100.0 1100 50.0 1000 50.0 1100 871 871 IOU LIRA 500 871 50.0 110.0 1000 100.0 100.0 110.0 %a 100.0 500 110.0 IOU Lou 100-0 HOLD 50.0 100.0 50.0 110.0 100.0 LOU 100.0 1100 50.0 100.0 50.0 110.0 82.6 B2.6 100.0 110.0 50,0 826 50.0 110.0 1000 100.0 IOU 110.0 50.0 100.0 50.0 110.0 IOU 100.0 IOU 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 IIO.a SOLO 1000 50.0 110.0 76A 76.8 100.0 102.9 50.0 76.8 5110 102.9 100.0 100.0 Lou 110.0 50.0 100.0 500 HOLD 100.0 LOU 100.0 1100 5" 1000 500 110.0 IOU 100.0 100.0 HOLD 50.0 100.0 50.0 110.0 100.0 1000 100.0 1140 50.0 100.0 50.0 110.0 Iwo 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 100.0 50.0 100.0 50.0 100.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD E� DRIED WHERE WATER INFILTRATION REOUIRELENTS ARE NOT APPLICABLE AND FOR THRESHOLD (0 IN ANY CONDITION. LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD ®1 WHERE WATER INFLTRATM F0.0lUSLpdTS MUST BE YET CHARTS AT LEFT CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. Q u m u ^ � w O � 1 n ?r U 7 L a x N � IS"o <a1 Lu Ix Q �ln�o ,Ij unZ.. N z z °a w C3 5 0 w Z b ppQSS O e � 1 F 3: Li ¢ = r Z r n O O n 2 I3 -Q u STEPS TO USE CHARTS: . I 1 DETERMINE WINO LOAD BASED ON PROVISIONS OF SFBC h ASCE 7 -B8 Z DETERMINE WATER INFILTRATION REOMDAEN15 BASED ON PROVISIONS of SFBC • $$ 3 SELECT A DOOR SYSTEM LE INSWING /OUTSYING AND TYPE OF THRESHOLD c • 0 o_ v 4 CHECK THE ALLOWABLE DMIOR AND INTERIOR LOADS FROM APPROPRIATE CHART THE ALLOWABLE LOADS MUST MEET OR Ex 1 THE DESIGN LOADS REOUIREMENTS . 0000 • 6.000 • ••• • 6.0• • • • • • • • • • • • • • • E-V DR HUMAT" FARDOO • 1 • • • • • • • • STROCTVRES APPROVED AS COMPLYING%MTN THE Q ' • • • 06000 • • • • • • • . • . • 6 • . • • M PE 1 16557 3011TH FLORIDA BUILDING CODE DATE ` �� y a OtJTSWNG OUTSYANG/INSYANG INSWING By ._- PRODUCT CONTROL . • • • • . • • • • NOV 0 T 2001 BUILDING CODE COM OFRCE dro +�n9 no Ill , 0- W98 -01 • • • • • • • • • • • > ^Ccc�a4rc L 109 o; --- - - - - -- • • • • • • • • • • • • sheet 6 of • • • ••• ••• • • • 6666 • • • • • • • • • 6666• ••• • • • • • • • • • • • •• •• • • • 6666 ••• • • 6666• ••• • • • • s S� Gf o. 9 \ \ \ \ \ \ \ \ \ \ o \ \ 1 � C O P O O P O LI P O P O P O P O� 11``2211 it lit v • R Ny� 91 • sr r • d m • • P p \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N e p O C O P O O P O P O P O P O P O P O P O� 11``2211 it R R sr i d m V P p N ^ d d W yy11 P 111 d N d y1 P N ((�{�.II O N yy11 W N y•�� N �• P m Q O 'g�gggsQgQgsQ�PgPP�� .°e Bppi C� m gSge pp °' eb 9 gPbw - C O 1° ' 2 oo e �� m^ ggggogbggggog0000a�W Pl O i N �uggg�ugggQQ aog t^ o° III H a W N ry O P O W N N O P O W W N N P O a O W W N ry a O P O W W N A O P N e p O 11``2211 it z R H Q O o 0 O c 0 o W � O 0 O 'g�gggsQgQgsQ�PgPP�� C� �QQbogpgQPgoo== oo e °� MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL*34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the -High Velocity Hurricane ' : • • • Zone of the Florida Building Code. .. • • • • • DESCRIPTION: Series "C -700" Outswing Aluminum Casement Window — Impact Resiitant • • • APPROVAL DOCUMENT: Drawing No. 339, titled "Aluminum Casement Window ", sheets 1 throegh prepared, signed and sealed by Robert L. Clark, P.E., dated 3/22/02, bearing the Miami -Dade County Product • Control Revision stamp with the Notice of Acceptance number and expiration date by the Miarpi- Dade'Couaty • • Product Control Division. 0000 •• • • 0 0 0 0 MISSILE IMPACT RATING: Large and Small Missile Impact • ..' LABELING: Each unit shall bear a permanent label with the manufacturer's name or lolfo,•city, state and' following statement: "Miami -Dade County Product Control Approved ", unless otherwise•noted herein, . ". • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bggq too ' 0000 change in the applicable building code negatively affecting the performance of this produft. ; • • • TERMINATION of this NOA will occur after the expiration date or if there has been a &Wile; or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1108.07 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0327.04 rii Expiration Date: January 28, 2007 Approval Date: May 23, 2002 , Page 1 6: w 4" (SEE NOTE 4) 4" (SEE NOTE 4) 1 1 " MAX ON CENTER I 3 t I t l l l 1 I I I i I 1 � -�}-5" MAX 5" MAX rnA - --T 11' MAX ON CENTER I 74" •�. COMPARATIVE -� .... MAX • • 1 38 375 • • • • 63 000 NEG POS NEG POS NEG POS NEG POS NEG SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAIL E off • • ' 750 . . . . . . . . . . . 53125 -750 750 -750 750 -750 75 0 Roost 1 ( lark PE 69 0 t0N 64 000 PE a"9112 750 -750 750 -572 •.. —� - :400: • . V • • . • • • • • • • •• • • .• • • • • • ...• 000 . • 00000 000 LARGE MISSILE IMPACT WINDOWS 1) GLAZING OPTIONS 5116" (J50 LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W18UTACITE INTMAYER A 118" HEAT STRENGTHENED CLASS. 090 INTERLAYER, 118" HEAT STRENGTHENED GLASS B 118" ANNEALED CLASS, 090 INTERLAYER, 118" ANNEALED CLASS 2) CONFIGURATIONS XX 3) DESIGN PRESSURE RATING SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLE ASTAI E 1300 -98 B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -98 4) ANCHORS MAX 5 FROM EACH CORNER /10 SCREWS - 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL 3/16" TAPCONS - 1 ANCHOR, 4" FROM EACH MEETING RAIL MAX SPACING AT HEAD & SILL 11 MAX SPACING AT JAMBS I I" 5) SHUTTER REQUIREMENT NO SHUTTERS REQUIRED 6) REFERENCE TEST REPORT FTL -2246 COMPARATIVE ANALYSIS FOR 5116- LAMINATED (1/8HS, D90,1/8HS ) FTL -2248 JALL SIZES UP TO 74 000 WIDE x 63 000 HIGH I NEG -750 1 POSI 75 0 COMPARATIVE ANALYSIS FOR 5116- LAMINATED 1/8A, 090,1/8A FTL-2246 WINDOW WIDTH WINDOW HEIGHT 34 1 38 375 50 625 56 000 63 000 NEG POS NEG POS NEG POS NEG POS NEG POS 48 000 -750 750 -750 750 -750 750 -75 0 75 0 -750 750 53125 -750 750 -750 750 -750 75 0 -69 0 69 0 t0N 64 000 -750 750 -750 750 -572 57 2 -52 5 52 5 NOKOMIS n C -loo 66 000 -75 0 75 0 -75 0 75 0 -55 2 55 2 -50 0 50 0 A345 72 000 -75 0 75 0 -67 8 67 8 -49 9 49 9 -44 4 44 4 74 000 -75 0 75 0 -65 4 65 4 -48 8 48 6 -43 3 43 3 PRODUCT REVISED ads" Cak•it6 m. Q•Ay A4aptpe• No 02- 7 P.gtrtlloe Gate 707 R-W BY D.C. ReODIF Bl FK 318102 MODIFY TABLE •uc•u T F K 111610 �� ADD SHT do TABLES Br Oote INDUSTRIES -B Descnpto ELEVATION "XX" CONFIG. rnM t0N ALUMINUM CASEMENT IMPACT WINDOW OMIS F 3 75 NOKOMIS fl J4175 PO BOX 1579 34274 Smev /waat Scate NTS Snevt i p1 5 po-9 Ne 339 Rev F NOKOMIS n C -loo 5" MAX ' TYP 72" MAX - -I I I" MAX ON CENTER LARGE MISSILE IMPACT WINDOWS I ) GLAZING OPTIONS 5 16" ( 3501) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W/BUTACITE INTERLAYER A 118" HEAT STRENGTHENED GLASS, 090 INTERLAYER, 118" HEAT STRENGTHENED GLASS 6 118" ANNEALED GLASS, 090 INTERLAYER, 118' ANNEALED GLASS 2) CONFIGURATIONS X 3) DESIGN PRESSURE RATING SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98 B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E IJOO -98 4) ANCHORS MAX 5' FROM EACH CORNER MAX. SPACING AT HEAD & SILL 11 " MAX SPACING AT JAMBS 1 I' 5) SHUTTER REOU /REMENT- NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT. F7L -2246 ICOMPARATOM ANALYSIS FOR, �5" 5116- LAMINATED 1/8HS, 090,1/BHS • • PRODUCrREYMM • SIZES UP TO 32 000 WIDE x 72 000 HIGH ••••• • • • I NEG -750 1 POSI 75 0 COMPAF kTIVE ANA MIS I R 5116- LAMINATED 1/84, 090,118A • • em�C.k • 9 723 ••••• ••• WINDOW HEIGHT • • �•••• • WINDOM 40 000 50825 Ra� KBy 1 63 Ramona. MODIFY TABLEADD 1 68 000 70 000 72.000 WIDTH NEG POS NEG I POS NEG I POS I NEG POS NEG POS NEG POS 24 000 75 0 750 -750 750 -750 75 0 75 0 75 0 -750 750 -75 0 75 0 26 SW .750 75 0 -75 0 75 0 -65 9 65 9 -63 5 63 5 -626 82 6 -61 7 81 7 28 000 7750 750 -697 697 -586 586 .563 563 .553 553 -54 2 54 2 32 000 -750 750 -579 579 -464 464 -434 434 -422 422 -41 1 41 1 ••• ••• • �5" MAX � • • PRODUCrREYMM • • • ••••• • • • tlo=pbivg •lm m• r'Iw L72 •• •• • • • em�C.k • 9 723 ••••• ••• • • �•••• • " M4••• �••• ••••• • • • • • Ra� KBy Ramona. MODIFY TABLEADD t>.a.n Br �116101 Oota SHT do TABLES SEE SHEEP 4 OF 5 FOR SECTIONS do GLAZING OPTION DETAILS INDUSTRIES 08 211 8 3 9 0aaenpt,an • •..�v ELEVATION 'X" CONFIG • • • • • • • • • • • NN 1070 TECHNOLOGY Fr1°G3 275 rtk ALUMINUM CASEMENT IMPACT WINDOW • • • • • • • • Rokrt L AACk.PE vo sox rszs senea /uae.t SCak snaat oh ' Na aa. PE #39712 NOKOMIS FL 34274 C —loo NTS 2 ar 5 339 F ••• ••• • • • • • • • ••••• • • • ••• • • •• •• • • • •••• ••• • • ••••• ••• VO TYPICAL MAIN FRAME CORNER REFERENCE TEST REPORT FTL -2246 PCT 0226 9999 DESCRIPTION AO, SILL, JAMS FETING RAIL LOCATION VENDOR VENDOR INDAL CAS -444` ALUMAX GAH -442( NO OTY'S IN BRACKETS ARE FOR X CONFIGURATION 16 o � tJ 1 f . • • • � • . 0000• *see • • . • • • •• •• • • • • • 00000 000 0*09 000 ii 3 i 16 1 PRODUCT REVaPn wim toe Flotide &tlly fade B ft C d B Aaepbaenaot oS2i.eY • • 0000• • ••• • • • • • • • •s•• • • • • er Dot ReF K 3/8/02 NO CHC THIS SHT TOO O'N�'!""n �• �.�` ROB" f ••• • ••• �F ORR 0000 2 ••••� I T 11 /6 /01 SHT NO lea BY Oote TYPICAL SASH CORNER INDUSTRIES O B 21,31981 • • • • . •� Oeac ptwn PARTS LIST • • • • • • • : •.• •.• . : god • • /L • RObAl 1014 PE 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 rtro ALUMINUM CASEMENT IMPACT WINDOW PE #39712 Structural P 0 Box 1529 NOKOMIS FL 34274 Sa..ee/Maeel C -700 NT$ 3 a1 5 1 o,a 9 No 339 R- F . • • • � • . 0000• *see • • . • • • •• •• • • • • • 00000 000 0*09 000 63" HE T 30 718" MAX DAYLIGhT OPENING TYP WALL D XNESS 1 Ic Q 050 Q Q x 4 028 L 1.837 -J 1.260 74" MAX. WIDTH SECTION B -B 657 2.000 goes. ••• • . • •••• • • . . • . • • . • • .. • ... . • • . • • • • 00 00 g e 0000 see • • go* • • • • • 3 I L e =5. 1 112- GLASS BITE 112" GLASS BITE 1 CLASS 090 INTERLAYER (SEE NOTE) GLASS /8- INTERLAYER (SEE NOTE) 1 ANNEALED GLASS 1/8" ANNEALED GLASS 1575 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 3 NOTE INTERLAYER IS 090 MONSANTO SAFLEX OR DUPONT W/BUTACITE MMUCTMLSED e ®plty •ue a4 Flarift GLAZING OPTIONS: 5116" 0350,) LAMINATED GLASS_ K. O'S l g—I ZIVI = 9 • • • • .... • : • • • • . R—d W F K Dete 318102 Rmsona NO CHG THIS SHT Od•a q.yro• • • 250 •••• • ' ••••• ••• ' � •� T e� 11106101 GLAZING DET MAX SHIM SPACE INDUSTRIES Orom By 08 Oot4 2 I3 98 �t- • :09 Z�� SECTIONS & GLAZING DETAILS SECTION A -A • • • • • • • � • • • ru. • • • • • • • • • • • • • • • • • • • • • S,<nl•park,PE 1070 TECHNOLOGY DRrvE NOKOMIS R 34275 ALUMINUM CASEMENT IMPACT WINDOW REFERENCE TEST REPORT FTL -2246 • ' ' ' PE #39712 Structural P o Box 1529 NOKOMIS Tt ,4274 S�ne��woOtl C -700 xore NTS SANt 4 " 5 O o�.9 No 339 Rev F goes. ••• • . • •••• • • . . • . • • . • • .. • ... . • • . • • • • 00 00 g e 0000 see • • go* • • • • • to —1 1 M1 /2' IN /10 PANHEAD d d 2 x WOOD BUCK �I h-1 a" TYP. HEAD, SILL JAMB 1 1/4' MIN +REO. e 3/16" TA, NO C'S INK (NOTE 2) OOD TYP. HEAD, SILL JAMB iO MAIN FRAME 6063 -T5 ALUM ?4 ZO FRAME MEETING RAIL 6063 -T5 ALUM 0 1 1 575 Y�OT-062 ' LI I-- 1 837 —J 3O SASH FRAME, IMPACT 6063 -775 ALUM 050 .616 1 096 1® GLAZING BEAD. 5116 6063 -175 ALUM I PRODUCT REV sw acompbin vkp We Fb M, Amp.m N. Or -•ir. 14 . 000 • **see • • .. • • • • •. • • • *so • • D — R—d By OWe R.vuro�. [�vm D.h a tc.7 • • • • • • • F K 3 8 02 NO CHC THIS SHT o.a. p •0•• 0000• 1110411 0000 T FK 11/6/01 R RMV�ALT ANCH w' 213 98 NOTE. 1 REFERENCE TEST REPORT FTL -2246 & COMP ANALYST IfVDUS73UES D -cipb- SHEETS FOR ANCHOR SPACING & STAj?r N: POINTS • •�'• • . Z?/�� ANCHORAGE & EXTRUSION PROFILES . • • • • 0 s ". 2 USE MIAMI —DADE COUNTY APPROVED •TAfe cp*fYS • • • • • ' ' ' ' 1ONo OMSNOR°34 ALUMINUM CASEMENT IMPACT WINDOW • • •' •. Roben L Clark PE 5 s.�.. /M.E.I x.I. Sb..I 5 Or." N. 339 R" F PE 139712 NOKOMIS°FL'3427. 34274 C- 700 NTS 5 �� . . . . . . .•.•. • *0000 .. 00 • I