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I of S 0,1 © =of 1 'V N Find I Next y,'a ._NFRC Report RQuote# 191267 �i PO Number. zanakis Job Name: �vvnv.pgiindusires.rom Job Addrsss: Line# Item Description .Quantity i Location .0001 SH5500 VINYL SINGLE HUNG 5500 "Ordered: 1 (1.00) 24.25X61.X.,STD,518"FL,W,EQUAL,7/8 LIG,CL,SB 70XL,13/16" ;1.00 'GBG,IVIH/1V1H,AUT0,1816K,Duraseal,CMFRT LFT HNDL . .._.... ......................_........ .. . .. ........._ ..... _ ._... _......- Certification Type:.AAMAA440 Package Selection:NONE Frame Type:.625FLANGE Vent Configuration:EQUAL UWindow Style:STD 1 Size Sele tion CUSTOM Size Ref:ACTUAL Width:24 114 r a i Height:61.0000 Actual Size:24 1/4 X 61 P t :Rough Masonry:26 X 62 Wood Frame:24 1/2 X 61 1/4 Egress:20 X 25 718(3.589 SQFT) Frame Color.White s Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating - - - Glass:7/8"LIG(1/8 AN-7116 AIR-5116 AN/AN Interlayer Type:PVB090 Argon Gas:NONE Glass Color:CLEAR Low E:ENERGY SHIELD.MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:13115"Flat Grid Between Glass Grid Style:STD Grid Location:UNIT Summary Top:2A2D LITES(1V1H BAPS) Summary Bottom:2A2D LITES(1V1H BARS) Screen Type:1816 Charcoal Vent Latch:N Comfort Lift:Y PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000 PANumber:FL 1435 EnergyStar:1.0000 CondensationResistance:53.0000 UF:0.3300 SolarHeatGainCoeff:0.1900 VT:0.4300 VTCOG:0.6300 0002 AR5520 VINYL ARCHITECTURAL 5520 Ordered: 2 (2.00) 24.25X11.75X7.75X.,5/8"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE :1.00 GLZ,13/16"GBG,EB4L,EB,Duraseal _._...__..__..._._..__..._........._._._......_.....__._. _,. ._._.__.._........... :__.__.. .._.:_.,__......._. _._...._...._._ __..........:....__......_. _.__ Certification Type:AAMAA440 Package Selection:NONE Shape:EB Drop:4.0000 Frame Type:.625FLANGE ; Size Selection:CUSTOM Size Ref:ACTUAL Width:24.2500 Lc �tnn Actual Size:24 114 X 11 314 :7 314 Rough Iviasonry Opening:2G X 12 3/4 X 8 314 Wood Frame Opening:24 112 X 1,1 X 8 Frame Color-White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:1/8"-5/16" Interlayer Type:PV8090 Argon Gas:NONE Glass:7/8"LIG(1/8 AN-7116 AIR-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:DS Grid Type:13/16"Flat Grid Between Glass Colonial Color:W Grid Style:CODE Grid Pattern:EB41- PositiveDesignPressure:50.0000 nin_ge_ti.,nn—i—p.......n_nnnn PANjimhar•FI An17 EnergyStar:17.34 0000 COndansationRe�mstance:55.0000 UF;0.2000 SularHaaiGainCoeff:0.2100 VT:0.4700 VTCOG:0.6300 _.._......:_.... ..:_._:.:..::.........._......_._........W...... ..•...:........,.....:.:_..,_.... .:..........:,._.__.......-......._.,:.........,.... ..w, ..... ....... .:-:..,-a-.... ..._.. 0003 SH5500 VINYL SINGLE HUNG 5500 i Ordered: 3 (3.00) 24.25X49.X.,STD,5I8"FL,W,EQUAL,7/8 LIG,CL,SB 70XL,13/16" ¥1.00 GBG,1 V1 H/1 V1 H,AUT0,1816K,Duraseal,CMFRT LFT HNDL Certification Tvoe•AAMAA440 Package Selection:NONE Frame.'fyF r:.626PLANGE Vent Cvnfcguratian:EQUAL Window Style:STD Siy-e SrI;e tion:CUSTOM Size Rol:ACTUAL Width:24 114 Height:49.0000 Actual Size:24 1/4 X 49 Rough Masonry:26 X 50 Wood Frame:24 1/2 X 49 114 Egress:20 X 19 7/8(2.756 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:718"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Interlayer Type:PVB090 .Argon Gas:NONE : Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:1:1116"Flat Grid Between Glass Grid Style:STD Grid Location:UNIT Summary Top.2A2D LITES(1V1H BARS) Surnmary Bottom:2A2D LITES(1V1H BARS) http://ww2.exoquote.com/exoquote2/Reporting/(S(cmmhn l2eifcnkmpkrzek5eth))/ExoRep... 7/20/2015 Vage'l of 1) Screen Type:1816 Charcoal Vent Latch:N Comfort Lift:Y PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000 PANumber:FL 1435 EnergyStar:1.0000 CondensationResistance:53.0000 I IF n 33nn SolarHeatGainCoeff:0.1900 VT:0.4300 VTCOG:0.6300 ._..._...__.._T_.- ----- 0004 ARS620 VINYL ARCHITECTURAL 5520 Ordered: 4 (4.00) 24.25X11.75X7.75X.,5/8"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE ;1.00 GLZ,13/16"GBG,EB4L,EB,Duraseal 3 ..... .__ _.... ...... . ...... .. .. ................ _.....,, ............. _...•_...__,._.. Certification Type:AAMAA440 Package Selection:NONE Shape:EB Drop:4.0000 Frame Tvne• 675FI ANGF Size Selection:CUSTOM ., Size Ref:ACTUAL Width:24.2500 Height:11.7500 Leg Height:7.7500 Actual Size:24 114 X 11 314 X 7 314 Rough Masonry Opening:25 X 12 314 Y.8 314 Wood Frame Opening:241/2 X 12 X 8 Frame Color:White a Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:118"-5116" Interlayer Type:PVB090 Argon Gas:NONE Glass:718"LIG(118 AN-7116 AIR-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:DS Grid Type:13116"Flat Grid Between Glass Colonial Color.W Grid Stvle:CODE Grid Pattern:E1341- PosifiveDesignPressure:50.0000 NegntiveDesignPresAufe:50.0000 PANumber.FL 5012 EnergyStar.1234.0000 CondensationResistance;55.0000 UF:0,2900 SclarHaatGalnCoeff:0.2100 VT:0.4700 VTCOG:0.6300 0005 SH5500 VINYL SINGLE HUNG 5500 Ordered: 5 (5.00) 24.5X61.5X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,SB 70XL,13116" :1.00 3�J,i V l rl%i'J I I I,YIV 1 V,I U IUf\•DUr��]Gctl,YlVll Ill Lr l i Ii UL tr.- Certification Type:AAMAA440 Package Se)lection:NONE -•-'=.E., Frame Type:.625FLANGF Vent Configuration:EQUAL ` Size RefSACTUow AL Width:24o1/2n:CUSTOM ix5ry m Height:61 112 Actual Size:24 1/2 X 61 112 I' Rough Mason 26 1/4 X 62 112 Wood Frame:24 314 X 61 314 3!< Egress:20 1/4 X 26 118(3.669 SQFT) Frame Color.White i Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:NONE Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:13116'•Flat Grid Setwoen Glass Grid Style:STD Grid Location:UNIT Summary Top:2A2D LITES(IV1H BARS) Summary Bottom:2A2D LITES(IV1H BARS) Screen Type:1816 Charcoal Vent Latch:N Comfort Lift:Y PosifiveDesignPressure:65.0000 NegativeDesignPressure:70.0000 PANumber:FL 1435 EnergyStar,1.0000 CondensationResistance:53.0000 UF:0.3300 SolarHeatGainCoeff:0.1900 . V 1:t;a3UU .'v I i-3:u.63uu 0006 AR5520 VINYL ARCHITECTURAL 5520 "Ordered: 6 (6.00) 24.5X11.75X7.75X.,518"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE i 1.00 GLZ,13/16"GBG,EB4L,EB,Duraseal Certification Type:AAMAA440 Package Selection:NONE Shape:EB Drop:4.0000 Frame Type:.625FLANGE Size Selection:CUSTOM Size Rpi ACTUAL 'e Viduf:24.50^00^ Height:11.7500 beg Haight_7.7800 Artual Size:24 112 X 11 314 X 7 3/4 Rough Masonry Opening:26 1/4 X 12 314 X 8 314 Wood Frame Opening:24 314 X 12 X 8 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating % Glass Type:1/8"-5/16" Interlayer Type:PV6090 Argon Gas:NONE Glass:7/8"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:DS Grid Type:13116"Flat Grid Between Glass Colonial Color.W Grid Style:CODE r•�a o��.�•r_n�L PnciEvor)AainnPrPsanre'.40 noun NpgaliveDesignPressure:50.0000 PANumber.FL 5012 EnergyStar 1234.0000 CondensationRe5i5t3nce:55.0000 UF:0.2900 SolarHeatGainCoeff:0.21 DO VT:0.4700 VTCOG:0.6300 0007 SH5500 VINYL SINGLE HUNG 5500 Ordered: 7 (7.00) i 24.5X61.5X.,STD,518"FL,W,EQUAL,7/8 LIG,CL,SB 70XL,13/16" :1.00 GBG,lV1H/1V1H,AUT0,1816K,Duraseal,CMFRT LFT HNDL Certification Type:AAMAA440 Package SFie•tion,NONE Frame Type:.625FLANCE Ven:Confirguretion:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:24 112 httn-/./ww2_Pxn n i 1 nte.cum/ex oo a ote2/R.en orti n Q/(S(cmmhn l 2 eifenk mpkrzek5 eth))/ExoRep... 7/20/2015 Fane 3 of 5 } z Height:61 112 Actual Size:24 112 X 61 1/2 3 Rough Masonry:26114 X 62 1/2 ; Wood Frame:24 314 X 61 314 Egress:20 114 X 26 118(3.669 SOFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7/16 AIR-5116 AN/AN Interlaver Tvpe:PVB090 Amon Gas:NONE Glass Color.CLEAR c`y,•,.; i Low E:ENERGY SHIELD MAX Privacy Glass:NONE rxn"; is Glass Spacer Type:DS Grid lyre:13116"Flat Grid Betwoon Glass - Grid Style:STD Grid Location:UNIT Summary Top:2A2D LITES(1V1H BARS) Summary Bottom:2A2D LITES(1V1H BARS) Screen Type:1816 Charcoal Vent Latch:N Comfort Lift:Y PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000 PANumber:FL 1435 EnergyStar:1.0000 CondensationResistance:53.0000 UF:0.3300 SolarHeatGainCoeff:0,1900 ` VT:0.4300 VTCOG:0.6300 0008 AR5520 VINYL ARCHITECTURAL 5520 Ordered: 8 (8.00) :24.5X1 1.75X7.75X.,5/8"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE =1,00 GLZ,13/16"GBG,EB4L,EB,Duraseal Certification Type:AAMAA440 Package Selection:NONE Shape:EB Drop:4.0000 Frame Type:.625FLANGE Size Selection:CUSTOM r_ Size Ref:ACTUAL Width:24.50DU Height'11.7500 Leg Height:7.7500 Actual Size:24 1/2 X 11 314 X 7 3/4 Rough Masonry Opening:26 114 X 12 314 X 8 3r4 Wood Frame Opening:24 314 X 12 X 8 Frame Color Whfte Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating - ` Glass Type:118"-5/16" Interlayer Type:PV8090 Argon Gas:NONE Glass:7/8"LIG(118 AN-7/16 AIR-5/16 AN/AN Glass Color:CLEAR : Low E:ENERGY SHIELD MAX Glass Spacer Type:DS € Grid Type:13/16"Flat Grid Between Glass Colonial Color:W Grid Style:CODE Grid Pattern:EB41- PositiveDesianPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 5012 '.EnergyStar.12340000 Condensa icnResiStrance:55.0000 UF:0.2900 ; SolarHeatGainCoeff:0.2100 VT:0.4700 VTCOG:0.6300 ...._._.....� -...._..._.-.....-,---__.---__.._._.-....."5-5-- -._.-.�.._.... .._......_.._..-.._.._.__.. __..__.� __.__._...... _.,___... __........_...-- - -- .0009 =SH5500 VINYL SINGLE HUNG 5500-- ;Ordered: 9 (9.00) 24.5X61.5X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,SB 70XL,13116" 1.00 n,32-0,!V!-1/11!11-1 AI ITf1 1 R!eK D,,rnseal CMFRT I FT HNIO Certification Type:,AAMAA440 Package Selection:NONE Frage Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM k ; Size Ref:ACTUAL Width:24 112 . `, Height:61 1/2 Actual Size:24 112 X 61 112 i Rough Masonry:26 1/4 X 62 112 Wood Frame:24 3/4 X 61 314 Wit: 6 Egress:20 1/4 X 26 1/8(3.669 SOFT) Frame Color.White +Ak. Does unit need to meet Turtle Code:NO :Glass Family:Laminated Insulating Glass:718"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:NONE Glace -CLEAR, Low E:ENERGY SHIELD MAX Privacy Glass NONE Glass Spar..er Type:DS Grid Type:1&16"Fiat Grid Between Glass Grid Style:STD Grid Location:UNIT Summary Top:2A2O LITES(1V1H BARS) Summary Bottom:2A2D LITES(1V1H BARS) Screen Type:1816 Charcoal Vent Latch:N Comfort Lift:Y PositiveDesignPressure:65.0000 :.NegativeDesignPressure:70.0000 PANumber:FL 1435 EnergyStar:1.0000 CondensationResistance:53.0000 UF:0.3300 SolarHeatGainCoeff:0.1900 00 VTCOG_:n e?00 0010 AR5520 VINYL ARCHITECTURAL 5520 Ordered: 10 (10.00) 24.5X 1 1.75X7.75X.,5/8"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE 1.00 GLZ,13/16"GBG,E84L,EB,Duraseal > _._....;...._..............__.___..._...,_..._..__........._._......._._.,_.._.__....._._.___...__._,_ .._.,..;__.........__............._,._..._._ ._......_.......--_.........._-_......_______.___•._..._ Certification Type:AAMAA440 Package Selection:NONE Shape:EB Drop:4.0000 Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:A.r_.TLiAL Width:24.5000 Height:11.7500 Leg Height:7.7500 Actual Si,-_e:24 1/2 X 11 3t4 X 7 3/4 Rough Masonry Opening:26 114X 12 3/,1 X 8 314 Wood Fralne Opening:24 314 X 12 X 8 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:1/8"-5/16" Interlayer Type:PV8090 Argon Gas:NONE Glass:7/8"LIG(118 AN-7/16 AIR-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:DS Grid Type:13116"Flat Grid Between Glass Colonial Color:W Grid Style:CODE r;riri Partum,FR41 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 5012 EnergyStar:'1234.0000 ConderlsatienResistance:55.0000 UF:0.2900 Solar:HaaiG nCoeff:0.2100 VT:0.4700 VTCOG:0.6300 hftn_//ww2.exoouote.com/exoauote2/Reporting/(S(emmhn 12eifcnkmpkrzek5eth))/ExoRep... 7/20/2015 Page 4 of 5 _........_......................................._......._..._................_......._._._......___................_....._..._.__........................_... . .. .................. . .......................... - .....__......._. ..... ._. . . .. .. . 0011 SH5500 VINYL SINGLE HUNG 5500 Ordered: 11 `(11.00) 50.75X56.X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,S8 70XL,13/16" 1.00 G8G.1V1H/1V1H.AUT0.1816K.�uraseal.CMFRT LFT HNDL Certification Type.AAMAA440 Package Selection:NONE 1 Frame Type.67.5Fi-ANGE Vent Configuration:EQUAL f� "N Window Style:STD Size Selection:CUSTOM 3 Size Ret:ACTUAL Width:50 3/4 T � ?�A eight:56.0000 'Actual Size:50 3/4 X 56 Fn } , Rough Masonry:52112 X 57 Wood Frame:51 X 561/4 x M' -Egress:46 1/2 X 23 318(7.538 SQFT) Frame Color.White .�,,..S, _ 3; Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7116 AIR-5116 AN/AN Interlayer Type:PVB090 . Ai yi,[,vd5,NONE Low E:ENERGY SHIELD MAX Privacy Glass:NOLLE Glass Spacer Type:DS Grid Type:13/16"Fiat Grid Between Glass Odd Style:U.COL.LITES Grid Location:UNIT Summary Top:2A2D LITES(1V1H BARS) Summary Bottom:2A2D LITES(1V1H BARS) Screen Type:1816 Charcoal Vent Latch:N Comfort Lift:Y PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000 PANumber:FL 1435 EnergyStar:1.0000 CondensationResistance:53.0000 UF:0.3300 SolarHeatGainCoeff.0.1900 OOi2 AR5520 VINYL ARCHITECTURAL 5520 Ordered: 12 (12.00) 50.75X15.75X10.25X.,518"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE :1.00 GLZ,13116"GBG,EB4L,EB,Duraseal _..__......._.... .. . _ ....................,_ _ i Certification Type:AAMAA440 Package Selection:NONE Shape:EB Drop:5.5000 ? _ ; Frame Type:.625FLANGE Size Selection:CUSTOM vii"O..!•ANTI MI `'Ar,dfh•507500 lduigiri:15.7500 Leg Height:10.2500 Actual Size:50 314 X 15 314 X 10 114 Rough Masonry Opening:52 1/2 X 16 314 X 11 1/4 Wood Frame Opening:51 X 16 X 10 1/2 game Color:White Does unit need to meet Turtle Cade:NO Glass Family:Laminated Insulating • Glass Type:1/8"-5/16" Interlayer Type:PVB090 Argon Gas:NONE Glass:718"LIG(1/8 AN-7116 AIR-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:DS Grid Type:13/16"Flat Grid Between Glass Colonial Color:W Grid Style:CODE Grid Petfern•E94 PnaitivPnPQinnPraecnra•50 0000 NegativeDesignPressure:50.0000 PANumber.FL 5012 EnergyStar.12.34,0000 CondensationResistance:55.0000 t 1F u.2900 Solad leatGatnCoem 0.2100 VT:0.4700 VTCOG:0.6300 0093 AR5520 VINYL ARCHITECTURAL 5520 Ordered: 13 (13.00) €33.75X21.5X.X.,518"FL,W,7/8 LIG,CL,SB 70XL,OUTSIDE 1.00 GLZ,13/16"GBG,OV2X2L,OV,Duraseal Certification Type:AAMAA440 Package Selection:NONE Shape:OV Frame Type:.625FLANGE u , Size Set CUSTOM Size Ret:ACTUAL ;Width:33.7500 Height:21.5000 Actual Size:33 314 X 21 1/2 Rough Masonry Opening:35 1/2 X 22 112 Wood Frame Opening:34 X 213/4 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:1/8"-5116" Interlayer Type:PVB090 •• Argon Gas:NONE Glass:7/8"LIG(1/8 AN-7116 AIR-5/16 AN/AN Glass Color:CLEAR a Low E:ENERGY SHIELD MAX Glass Spacer Type:DS (and i ype:1;f/16"Fiat Grier Between Giass Colonial Color:W Grid Style:CODE One,Pattern:OV2X2L PnsitiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 5012 EnergyStar:1234.0000 CondensationResistance:55.0000 UF:0.2900 SOIarHeatGainCoeff:0.2100 VT:0.4700 VTCOG:0.6300 __........ .._..__.._... .._.__......__.. ...._........ - ....__._..__.....- ..__...._-....__....__._.....__..._..- ............_._......_...-...- ............_..................._................._..-- _ nn1.f +MULL MULL GARS Ordered: 1,3 (13.00) °.X.,24.25,WHITE,.625FLANGE,SEPIES 550Q,MLJWCVP/CLP5,2 2.00 Product Family Series:5500.0000 Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE E Mull Bar Type:1.25X3.25X.625 Mull Clip Qty:2.0000 ' Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Length:24.2500 Frame Color:W 0015 7iVILILL.MULL BARS Ordered: 5j's, (15.00) :.X.,24.5,WHITE,.625FL.ANGE,SERIES 5500,MULt./CVR/CLPS,2 3,OD Product Family Series:5500.0000 Certification Type:MIAMI >NOA Selection:14-1105.01 Part Selection:MULUCVR/CLPS httn-//ww2_exoauote.com/exoauote2/Reporting/(S(cmmhn 12eifcnkmpkrzek5 eth))/ExoRep... 7/20/2015 Pa gc b of Frame Type:.625FLANGE Mull Bar Type:1.25X3.25X.625 Mull Clip Qty:2.0000 Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Length:24.5000 Frame Color.W 0016 MULL MULL BARS 'Ordered: 11 (16.00) .X..50.75,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 ;1.00 i Product Family Series:5500.0000 Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE Mull Bar Type:1.25X3.25X.625 nmm rr„ntv 00D) nm!u rftn Tvno•T-rl IPrr-r.1 IP t:i�e Sei ;orr(,USI(W Length:50.7500 Frame Color W PO Number: O IL Print Date 7i20i2Gi5 Paye 1 or 1 http:/hvw2.exoquote.com/exoquote2/Reportinc,/(S(emmhnl2eifcnkn pkrzek5eth))/ExoRep... 7/20/2015 Florida Building Code Online Page 1 of 3 c L BCIS Home Log In i User Registration { Hot Topics Submit Surcharge Stats&Facts f Publications ! FBC Staff E BCIS Site Map ; Links i'Search I 1cri+Ja(��r�r..ni; Busines ) Professional Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1435-R1 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived C Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email CategoryWindows Subcategory Single Hu Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE C Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgsbCUITKel20D... 8/13/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure:N/A Installation Instructions Other, Please see the Installation Instructions for design FL1435 R16 II SH-200.pdf pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluation.pdf Created by Independent Third Party: No 1435.2 SH 200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC Certification 200HD.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-20OHD Evaluation.pdf Created by Independent Third Party: No 1435.3 SH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-400.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-400 Evaluation.odf Created by Independent Third Party: No 1435.4 SH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC SH-500 Certification R14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-500.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.odf Created by Independent Third Party: No 1435.5 SH 800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC SH-800 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-800.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-800 Evaluation.odf Created by Independent Third Party: No http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 8/13/2015 Florida Building Code Online Page 3 of 3 1435.6 SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC Certification SH-2100.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/24/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-2100.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-2100 Evaluation.Ddf Created by Independent Third Party: No 1435.7 SH-2200 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-2200 Certifications.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-2200.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-2200 Evaluation.odf Created by Independent Third Party: No 1435.8 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-5400 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-5400.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-5400 Evaluation.Ddf Created by Independent Third Party: No a1435.9SH 5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC SH-5500 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-5500.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-5500 Evaluation.Ddf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M Ethec, im 3CCUrltt'.'Y1 fi721CY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgsbCUITKel20D... 8/13/2015 MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28" MAX.BUCK WIDTH 28" 12' MAX MAX SEE TABLE 1 12' MAX. B.SEE MAX. O.C. 1 r 2"MAX. B,SEE SHEET3 SE E --� 4'MAX.O.C. y O.C. SHEET 4 L i D, SHEET 3 A,SEE 12'MAX. C,SEE SHEET 3 12'MAX' A.SEE SHEET 3i —L SHEET4 i 17.867'MAX.O.C. i If i 17.887 MAX.O.C. J_If 0 MAX.BUCK i / 4"MAX. O MAX.BUCK — HEIGHT SEE MAX.BUCK O.C. HEIGHT SEE -- T TABLE 1 HEIGHT SEE X TABLE 1 x 10"MAX.O.C. TABLE 1 — 13.773•MAX.O.C. — 1 MO" Ax. X 4 / A / C r6-1/2' 13.773°MAX.O.C. AX. D 2'MAX. -y{ t- - B NO ANCHORS AT SILL B NO ANCHORS AT SILL I ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP-EQUAL LEG FRAME, PRATI N ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) i GENERAL NOTES:SERIES 5500 IMPACT RESISTANT VINYL SINGLE HUNG WINDOW i 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. TABLE 1: Window Buck Size Reinf. Design Pressure Certification SHAPES MAY BE USED BY 2)ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE CONSIDERED 1X Configuration INSCRIBING THE SHAPE IN INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY W ldth Height Level (+)py.f (_)P (CAR)Number A BLOCK AND OBTAINING TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1M"THICK OR GREATER. 521/8" 84" Equal-lite DESIGN PRESSURES FOR - i 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER THAT BLOCK SIZE FROM LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52-1/8" 84" Std.ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET, j RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). t 52-1/8" 91-13/16" Custom Sash j 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-lite ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8" 84" Std.ProView R2 65.0 70.0 190-286,1029 -_ WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8" 91-13/16" Custom Sash 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE •`• ;;�!1 r�'�i; PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF -)1 'I•- <.? !" 1 TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE -,;'i'.•'�• ctl._!_ SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS o GENERAL NOTES&ELEVATIONSt J ROSOWSKI O r PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF "�l-C• I ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER ® z o .l?.? FLi.�)'"�\.x��`•1- DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296 ••..... BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE �8 N.VENICE,FL 34,275 " (941 Y480-1600 SH-5500 1 NTS 2 1 OF 4 g z FPA-5500.0 z° A I E.#IL 05 P E Y TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment #10 SMS P.T.Southern Pine(SG=0.55) 7/16" 13(8" 2-1/2"x.131"Common Nail p T.Southern Pine(SG=.55) 9/16" 2-7/15' (steel,18-8 S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2"x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" Max.DP of 50.0 Aluminum,606313 3/90.0713" 14 Ga.) 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/B P.T.Southern Pine(SG=.55) 3/4" 13/8" (steel,183 S.S, Steel,A36 3/8" 0.050' #10 SMS Aluminum,6063-T5 3/8" 0.0713"(14 Ga.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,18-8 S.S. or 410 S.S.) Aluminum,6063-TS 3/8" 0.0713" 14 Ga, or 410 S.S.) Steel Stud,Gr.33 3/8" 0.0346"(20 Ga.) 3/16"Ultracon P.T.SouthernPine(SG=0.55) 7/16" 13B" Steel,A36 3I8' 0.050" (steel) Concrete(min.285 ksi) 1" 13/8" Max.DP of 50.0 Ungmuted CMU,(ASTM C.90) 2-1/2" 1-1/4" ANCHOR NOTES: P.T.Southern Pine(SG=0.55) V 13'8" GE-7700 OR 1/4"Ultracon Concrete(min.2.85 ksi) V 13/4" 1)-UNGROUTED CMU"VALUES MAY DOW-791-- (Steel) Unglouted CMU,(ASTM C.90) 2-1/2" 1_1/4^ BE USED FOR GROUTED CMU SILICONE — y APPLICATIONS. �L k Concrete(min.285 ksi) 2-1/2" 13)4" 0 1/2'NOM.GLASS P.T.Southern Pine(SG=0.55 1" 1378" 2)PANHEAD,FLATHEAD OR BITE TYP. HEXHEAD ARE ACCEPTABLE. EXTERIOR 1/4"Creteflex Concrete(min.3.35 ksi) 1" 1314" (410 S.S.) Ungrouted CMU,(ASTM C.90) 2-1/2" 1-114" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3,35 ksi 2-1/2" 1314" A MIN.OF 3 THREADS EXTEND I Concrete(min.3.275 ksi) 1-1/2"2" BEYOND THE METAL SUBSTRATE. i ro Gator 1.3/5' 1/4"Agg (t 6-6 re P.T.Southern Pine(SC--0.55) 1^ 13/tY' TYP. GLAZING DETAIL Un routed CMU, ASTM REINFORCENT TYPE A r WINDOW SHAPES AS SHOWN BELOW OR ) SIMILAR,MAY BE USED BY INSCRIBING THE 7/B'NOM. � � 718'NOM. SHAPE IN A BLOCK AND OBTAINING DESIGN E PRESSURES AND ANCHORAGE FOR THAT BLOCK e SIZE FROM THE TABLE ON SHEET 1. 5116"A/A PVB 5/16"A/A PVB REINFORCENT TYPE B —�{ WIDTH WIDTH Fes— 7/16"AIR SPACE 318"AIR SPACE € t ANNEALED 3OR TE ANNEALED TEMPERED GLASSSS TEMPERED GLASSSS � � T F DURASEAL, DURASEAL, j °w SUPERSPACER SUPERSPACER REINFORCENT TYPE C OR CARDINAL OR CARDINAL XL EDGE XL EDGE RADIUSTOP ARCHTOP GLAZING TYPES 1 (EOUAL-LITESHOWN) (PRMIEW/ORIEL SHOWN) I •1111,i)i i7,• PVB INTERLAYER MANUFACTURED BY DUPONT INC.AKA KURARAY AMERICA,INC. '•? j TABLE 4:REINFORCEMENT TYPES ( ) Reinforcement VINYL SH WINDOW FPA(IMP.-RESIST.) 6 12/13/14 Upper Lite Lower Lits Level Bottom TBottom Side " GLASS/ANCHOR OPTIONS m J ROSOWSKI - G�J - op Rall Rall Rall Rails RI B A A A CERT.OF AUTH.#29296 e i., ! L,• ,LLQ; ) > >` R2 C A A A j 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 v _ 8 N o° FPA-5500.0a° A.-LVN I N 2OF4 ' P.E. (941)-480-1600 SH-5500 NTS E,11S8705 I EDGE DISTANCE SHOWN BSTRA�� INSTALLED THROUGH IX BUCKSTRIP EMBEDMENT FLANGE SHOWN SHOWN FRAME INSTALLED INSTALLED SHOWN -"�- DIRECTLY TO THROUGH 1X r-----�- EMBEDMENT EMBEDMENT - --- SUBSTRATE BUCKSTRIP i �� O❑ T_ i �aEDGE EDGE ❑� �❑ /D1 AM DISTANCE CE D o O IIRIIIIII a � OPT.SASH TOP / LJ�• a� EDGE lS 2J I LIFT RAIL EXTERIOR / DISTANCE j I J l'��3"T� 15, S Q D FLANGE I 'EQUAL FRAME I LEG 0 SHOWN i.144 FRAME HORIZONTAL SECTION A-A SHOWN BUCK HEIGHT D ` ❑� INSTALLATION NOTES: D EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND ' aSUBSTRATE REQUIREMENTS. I 3)MAX.SHIM THICKNESS TO BE 1/4-. 'r 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES 1 OPT.SASH U ONLY AND MAY DIFFER TO MEET DESIGN BOTTOM LIFT FLANGE REQUIREMENTS. D HANDLEILOCK FRAME 5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE SHOWN OTHER FRAME TYPES. J / EQUAL Lq o LEG FRAME SHOWN I INSTALLATION THROUGH EXTERIOR f'--lr- THE FRAME,INTO METAL NO ANCHORS 1-�� "��.•__ REQUIRED IN FLANGE OR VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12/13/14 EQUAL-LEG /`�. _ T FRAME SILLS FLANGE&EQUAL-LEG/BOX FRAMES Po J ROSOWSKI - L^, ® GTA,. s I O^ OF AUTH . .929296 z x$ .. i VERTICAL SECTION B-B CERT ' :�"'��'��' 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941 x480-1600 a SH-5500 � NTS h 3 OF 4 z' FPA-5500.0 i P.E.958705 SHOWN INSTALLED ~ - EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED THROUGH THE THROUGH THE THROUGH THE FRAME INTEGRAL FIN FRAME - �� EMBEDMENT EDGE DISTANCE J-CHANNEL EMBEDMENT FRAME -- I -- I rnfrn�f I SHOWN 0.' W W FTE�7L4z O a EMBEDMENT EDGE DISTANCE .n� a� �� OPT.SASH TOP JJIIInn��II�� J LIFT RAIL OLJD� EXTERIOR � FIN O J-CHANNEL I FRAME FRAME -� SHOWN SHOWN BUCK WIDTH 0 HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK HEIGHT o 1)SEE SHEET 1 FOR SPACING 1 REQU j 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. I EXTERIOR I 3)MAX.SHIM THICKNESS TO BE 114', -} �� q 4)GLASS SHOWN IS FOR ILLUSTRATIVE I PURPOSES ONLY AND MAY DIFFER TO t D D MEET DESIGN REQUIREMENTS. ' FIN AND/OR FLANGE MAY BE MOVED CREATE OTHER FRAME TYPES. TO OPT.SASH FIN 1 BOTTOM LIFT / -- FRAME J HANDLE/LOCK n� I - SHOWN O EXTERIOR FRFINAME uD�o EXT R FRFIN AME o SHOWN SHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL __ . SHOWN EDGE INSTALLED THROUGH DISTANCE THE VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14EDGE 12 INTEGRAL FIN DISTANCE i 11� o J-CHANNEL&INTEGRAL FIN FRAMES g J ROSOWSKI .� •, /0115 -- �- EMBEDMENT v ;; CERT.OF AUTH.#29296 VERTICAL SECTION D-D -- 1070 TECHNOLOGY DRIVEtg N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)-480-1600 v SH-5500 NTS N 40F4 Viz° FPA-5500.0 Wiz° P.E.asa>os Florida Building Code Online Page 1 of 5 Yg i.. a "c ida Depaarrentj SCIS Home , Log In ; User Registration Hot Topics i Submit Surcharge j Stats&Facts k Publications FBC Staff BCIS Site Map , Links Search,j Busines I Professi I x Product Approval USER:Public User Regulation - 3 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5012 R15 Application Type evl Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE 9i Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ASTM E1686 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtUOE2x88XL%... 8/13/2015 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model,Number or Name Description 5012.1 FCA-440 Vinyl Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC 190-795CAR.odf Approved for use outside HVHZ:Yes FL5012 R15 C CAC 190-796CAR odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 10/28/2015 Other: Please see the Installation Instructions for design Installation Instructions pressure,size and anchorage information. FL5012 R15 II FCA-440.1)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No w Evaluation Reports �1 FL5012 R15 AE FCA-440 Evaluation.odf Created by Independent Third Party: No pl S' 5012.2FCA-540 WinGuard Vinyl Fixed Casement 'at Limits of Use �•4� Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC 190-270ICAR.odf Approved for use outside HVHZ:Yes FL5012 R15 C CAC 190-795CAR odf Impact Resistant:Yes FL5012 R15 C CAC 190-796CAR odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:Please see the Installation Instructions for design 10/28/2015 pressure,size and anchorage information. Installation Instructions FL5012 R15 II FCA-540 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE FCA-540 Evaluation.odf Created by Independent Third Party: No 5012.3 FCA-640 Aluminum Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC CAPW-640 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/25/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II FCA-640.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE FCA-640 Evaluation.odf Created by Independent Third Party: No 5012.4 FCA-5440 EnergyVue Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC PW-5440 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II FCA-5440.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE FCA-5440 Evaluation.odf Created by Independent Third Party: No 5012.5 FCA-5540 WinGuard Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC PW-5540 Certification.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II FCA-5540.)d pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 8/13/2015 Florida Building Code Online Page 3 of 5 FL5012 R15 AE FCA-5540 Evaluation pdf Created by Independent Third Party: No 5012.6 PW-220 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC F-220 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/24/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-220.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-220 Evaluation.pdf Created by Independent Third Party: No 5012.7 PW-420 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC F-420 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-420.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-420 Evaluation.pdf Created by Independent Third Party: No 5012.8 PW-520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC Certifications PW-520.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/15/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-520.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-520 Evaluation.odf Created by Independent Third Party: No 5012.9 PW-2100 Vinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC Certification PW-2100.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/25/2016 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-2100.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2100 Evaluation.odf Created by Independent Third Party: No 5012.10 PW-2160 Vinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC Certification PW-2160.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/25/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-2160.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2160 Evaluation.0 Created by Independent Third Party: No 5012.11 PW-2200 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC 190-709CAR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/14/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-2200.0 pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtUOE2x88XL°/p... 8/13/2015 Florida Building Code Online Page 4 of 5 FL5012 R15 AE F-2200 Evaluation.odf Created by Independent Third Party: No 5012.12 PW-2260 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC 190-710CAR odf Approved for use outside HVHZ:Yes FL5012 R15 C CAC 190-711CAR odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/14/2015 Other: Please see the Installation Instructions for design Installation Instructions pressure,size and anchorage information. FL5012 RIS II F-2260.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2260 Evaluation odf Created by Independent Third Party: No 5012.13 PW-2720 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC Certifications PW-2720-ydf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/30/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-2720.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2720 Evaluation.odf Created by Independent Third Party: No 5012.14 PW-2820 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R1S C CAC Certifications PW-2820.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II PW-2820.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2820 Evaluation.odf Created by Independent Third Party: No 5012.15 PW-3020 Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC Certifications PW-3020.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R1S II F-3020.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-3020 Evaluation.odf Created by Independent Third Party: No 5012.16 PW-5420 EnergyVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R15 C CAC PW-5420 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-5420.odF pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-5420 Evaluation.0 Created by Independent Third Party: No 5012.17 PW-5520 WinGuard Vinyl Fixed Window Limi se Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC PW-5520 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 II F-5520.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 8/13/2015 r GENERAL NOTES:SERIES 5520 IMPACT RESISTANT,VINYL FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. s 2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE MAX.BUCK WIDTH SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 I DESIGNED TO PROPERLY TRANSFER LOADS TO THE 2'MAX. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS B,SEE 15'MAX.O.C. 6'MAX.4; D,SEE _ —+I I+— 4'MAX.O.C. THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SHEET 3 SHEET4 I I 1 ' ARCHITECT OF RECORD,(AOR). 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE T - BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION j SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A,SEE C,SEE OF THESE INSTRUCTIONS. SHEET3 / SHEET4 / 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR / A C I LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON MAX.BUCK MAX.BUCK HEIGHT,SEE THEM BY THE WINDOW. HEIGHT,SEE I 15'MAX. TABLE 1 TABLE 1 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN O.C. DESIGNED RESIST THE WINDLOCORRESPONDING 4'MAX. ' TO THE REQUIRED DESIGN PRESSURE.THE 33-113% D.C. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. B 6'MAX. D—1111 2"MAX. �— ANCHORS THAT COME INTO CONTACT WITH OTHER I DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS P.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL i OF THE FLORIDA BUILDING CODE FOR CORROSION FRAME(SHAPES SIMILAR) FRAME(SHAPES SIMILAR) RESISTANCE. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. I TABLE 1: Window Buck Size Design Pressure Certification Width Height (+)psf (-)psf (CAR)Number i 84 54 65.0 65.0 190-281, 1019 84 54 70.0 70.0 190-284, 1019 `1',.t;tIiIII,/,' ,, I 84 72 70.0 70.0 190-279, 1012 96 63 70.0 70.0 190-283,1020 75 48 50.0 50.0 190-280, 1013 VINYL FIXED WINDOW FPA(IMP:RESIST.) 0 12/13/14 ;,U.'3TC•5 - i 36 72 50.0 50.0 190-282,1014 o o GENERAL NOTES&ELEVATIONS 2, J ROSOWSKI ® :J 5• i CERT.OF AUTH.929296 ¢S •�`; "�c�� I 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 N — u A.LYNN MILLER,P.E. j (941}480-1600 N PW-5520 NTS N 1 OF4 oz° FPA-5520.0 az° P.E.056765 i TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN AnchorSubstrate Min.Edge Min. Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment #10 SMS P.T.Southern Pine(SCr0.55) 7/16" 13/8 2-1/2"x.131"Common Nail p T.Southern Pine(SG=.55) 9/16" 2-7/16" (steel,183 S.S. Steel,A36 3/8" 0.05D' Max.DP of 50.0 or 410 S.S.) Steel Stud,A853 Gr.33 3/8 0.0346"(20 Ga.) 2-112"x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" Max.DP of 50.0 Aluminum,6063-T5 3/8" 0.0713" 14 Ga. 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1 38 P.T.Southern Pine(SG=.55) 3/4" 13/8" (steel,183 S.S. Steel,A36 3/8" 0.050" #10 SMS Aluminum,6063-T5 318" 0.050' Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,1B3 S.S. or 410 S.S.) or S.S.) 18' 0.Steel Stud,Gr.33 3/8" 0.0346'(20 Ga.) Aluminum,6083-T5 3/8" 0.0713"(14 Ga.) Steel,A36 3050" 3/16"Ultracon P.T.Southam Pine(SG=0.55) 7/16" 13/8" (steel) Concrete(min.2.85 ksi) 1" 13B' Max.DP of 50.0 Ungrouted CMU,(ASTM C30) 2-1/2" 1-1/4" ANCHOR NOTES: P.T.Southern Pine(SG--0.55) V 13+8" 114"U(tracon Concrete(min.2.85 ksi) 1" 1314" 1)-UNGROUTED CMU'VALUES MAY EXTERIOR 1/2'NOM.GLASS Steel Un routed CMU, STM C.90 2-1/2" 1-1/4" BE USED FOR GROUTED CMU BITE TYP. (steel) 9 (A ) APPLICATIONS. I Concrete(min.2.85 ksi) 2-1/2" 1314" GE-7700 OR DOW-791 SILICONE j P.T.Southern Pine(SG=0.55) V 1318" 2)PANHEAD,FLATHEAD OR t HEXHEAD ARE ACCEPTABLE. 1/4"Crete-Flex Concrete(min.3.35 ksi) 1" 1314" (410 S.S.) Ungmuted CMU,(ASTM 0.40) 2-112" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 1.314" A MIN.OF 3 THREADS EXTENDnj BEYOND THE METAL SUBSTRATE. 114"AggreGator Concrete(min.3.275 ksi) 1-1/2" 13/8' (18 8 S.S.) P.T.Southern Pine(SG=0.55) 1" 1318' ❑ o Un muted CMU, ASTM C-90 2" 1-114" TYP. GLAZING DETAIL c -+-� 7/8'NOM. 718'NOM. - 1'N M. NOM. +-{ I I I 5/16"A/A PVB 5116"A/A PVB 7/16"A/A PVB 7/16"H/H SG 7/16"AIR SPACE 3/6"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"ANNEALED OR 3/16"ANNEALED OR 3/16"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS I DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER_ SUPERSPACER OR CARDINAL OR CARDINAL—Ha OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE L XL EDGE GLAZING TYPES PVB AND SG INTERLAYERS MANUFACTURED BY ,:�'. ``;f,' DUPONT INC.(AKA KURARAY AMERICA,INC.) VINYL FIXED WINDOW FPA(IMP.-RESIST.) 0 12/13/14 " GLASS/ANCHOR OPTIONS 2m IV VISIBLE LIGHT FORMULAS o J ROSOWSKI WIDTH:BUCK WIDTH-4-5/16' o HEIGHT:BUCK HEIGHT-4-5/16' Fl.pRda.' ^` CERT.OF AUTH.#29296 `r .. ff VISIBLE LIGHT WIDTH OR HEIGHT l' (ALSO REFERRED TO AS DAYLIGHT 1070 TECHNOLOGY DRIVE '" IJ OPENING)IS MEASURED FROM N.VENICE,FL 34275 - �$ 1 I"• i BEADING TO BEADING. (941}480-1600 PW-5520 NTS ^ 2 OF 4 o z FPA-5520.0 a z A.LYNN MILLER,P.E. u, P.E.tl 58705 EDGE DISTANCE ----,' SHOWN INSTALLED SHOWN S 6 T EMBEDMENTDIRECTLY TO INSTALLED \ --� SUBSTRATE THROUGH 1X �-+—�- EMBEDMENT \ N\\ \\ \ \ ! BUCKSTRIP\\ \ \\ EMBEDMENT EDGE EDGE FLANGE DISTANCE / Piz DISTANCE FRAMESHOWN --- SHOWN INSTALLEDn GH1X 1BUCKSTRIP 'THICK I.G. Tl / a Q 'Sa( Li GI - --- — i IE 718"THICK I.G. - �O /S 7RA� FLANGE EXTERIOR I FRAME n ! EQUAL- SHOWN V LEG/BOX 7/8"THICK I.G. BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A-A i I i BUCK HEIGHT 1 SHOWN INSTALLED i --]Q INSTALLATION NOTES: DIRECTLY TO iMETAL D1)SEE SHEET 1 FOR SPACING REQUIREMENTS. SUBSTRATE 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4". _ o - 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN 1 THICK I.G. - REQUIREMENTS. ' FLANGE oD 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. EXTERIOR FRAME EXTERIOR SHOWN a v EQUAL- SHOWN LEGIBOX INSTALLED FRAME DIRECTLY TO SHOWN SUBSTRATE `�•,;( 1�„�')! �;' C1 .`V�' .... VINYL FIXED WINDOW FPA(IMP:RESIST.) 0 12/13/14 ' -�r: ;lu._`3 i` _ � EMBEDMENT o FLANGE&EQUAL-LEG/BOX FRAMES �m J ROSOWSKI = /o I S -•1= J.,. TA L CERT.OF AUTH.#2B208 co c�(.Cft1J•'.•'.��.'.., �- EDGE DISTANCE VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE -- N.VENICE,FL 34275 v - (941)-480-1600 z PW-5520 NTS 3 OF 4 z FPA-5520.0 2 A.LYNN MILLER,P.E. u`� v`, P. 00 58705 SHOWN INSTALLED THROUGH EMBEDMENT SHOWN SHOWN EDGE DISTANCE --� -�— ---fir{ THEI INSTALLED INSTALLED + INTEGRAL FIN EMBEDMENT THROUGH THROUGH � I' THEFRAME THE II J-CHANNEL - - EDGE DISTANCE % ! l j INTEGRAL FIN ` I FRAME EDGE r + SHOWN DISTANCE ! EMBEDMENT i 1'THICK I.G. ffA I 1 a J•CINTEGRAL RANNEL o FIN FRAME CSD 7I6'THICK I.G. ❑ FRAME SHOWN I EXTERIOR SHOWN pp n 7/9'THICK I.G. I v j� ---- BUCK WIDTH -- HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK Y HEIGHT r 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE SOR ELI ANCHORAGE AND SUBSTRATE O REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 114'. �Q 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET "-f DESIGN REQUIREMENTS. ' 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE HER FRAME TYPES.I.G. INTEIN FI INTEGRAL 1'THICK FRAFRAME O SHOWN EXTERIOR SHOWN EXTERIOR ( OINSTALLATION THROUGH INSTALLATION THROUGH THE I EXTERIOR THE FRAME.INTO METAL INTEGRAL FIN,INTO METAL SHOWN INSTALLED THROUGH �..�SI!!!!l; THE FRAME INTEGRAL VINYL FIXED WINDOW FPA(IMP.-RESIST.) 12/13/14 ''�\'. ,"•""�•'' ' FRAME EMBEDMENT SHOWN _ L o J-CHANNEL&INTEGRAL FIN FRAMES 3m J ROSOWSK0. I --:'•� 6' /o �S -rj EDGE DISTANCE CERT.OF AUTH.029296 m AJ`�;'JI'v+: •' •�C.�••� ! - 1070 TECHNOLOGY VERTICAL SECTION DD DRIVE -- N.VENICE,FL 34275 (941)-480-1600 N PW-5520 NTS 4 OF 4 o z` FPA-5520.0 L z° A l p E.0 58 OS P.E. t Florida Building Code Online Page 1 of 2 7oda Depa 1°.N BCIS Home i Log In { User Registration I Hot Topics I Submit Surcharge ; Stats&Facts { Publications 1 FBC Staff { BCIS Site Map { Links {{Search.3 3uSinesD PI oProduct fesJia) OUSIER:PubliApPrOVaI c User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Applicati0 it FL# FL261 Application Type I rnation Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, (941)486-0-0 10000 Ext 22318 Outhorized druark@pgtindustries.com Si natur 9 e Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0-Yes 0N ON/A FL261 R9 COC FL261 to 2014.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 8/13/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products Model,Number or Name Description C261�A 1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions imits of Use Certification Agency Certificate Approved for use in HVHZ.Yes FL261 R9 C CAC 14-1105.0l.pd Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure:N/A Installation Instructions Other;Please see Miami-Dade County Notice of Acceptance FL261 R9 II 14-1105.01.pd (NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Back Next Contact Us::1940 North Monroe StEeet.Tallahassee FL 32399 Phone:850-487-1024 The State of Florida is an AA/EEO employer.Copyright 2007-2013 Stake of Florida,::Privacy statement::Accessibility Statement::Refund State ment Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click her . Product Approval Accepts: W ®RE im securitym rrities' WMIMMA http://www.floridabuilding.org/pr/t)r app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 8/13/2015 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL ® ^ 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE '� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES... ..1 S�k MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....._................_.....i '� p ELEVATIONS.............................._._1 � �o � FIGURE I: IAULL TO 2X WOOD.......................2 a:x C 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS 9 w MULTIPLE FOPENING WIDTH FOR VERTICAL MULL - ARCHES TO BE IAULL TO 1X 8 MASONRY..............2 0= MULLIONS / I INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 d SEE DETAILS RECTANGuwt NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 MASONRYE...................3 «2 A.D.G,H; N SHEETS 2.3 SHAPE MULL TO STEEL STUD...................3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_..............................300 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS........._..................3 (n A� W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE cLIPS.._._..............4 Z (q IL BAY MULL INSTALLATION.............4 O F 1 5 X2 X.125 MULL SPECS............... = _ 7 V V 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS............... J 5 W 7 V} INSTRUCTIONS. 1X2.75 X.375 MULL SPECS -7 z w 6 U) 1 1 X 2.75 X.65 MULL SPECS............B SEE DETAILS / I! / III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS....._.9 11J O CD A Tnftu G; Y _ _ III _ __1 I A TDUTG LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 BE MULL F SHEETS 2.3 I F M -- ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN F- \ -r SHEETS 2-0 1 X 4X.375 T MULL SPECS 11 �l J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W I / 1.25 X 3.188 X.265 MULL SPECS.,.12 Z) VERT. OPENING 1.25 X 3.25X.100 MULLSPECS.....13 W �• MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLESFOR ,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 x.52a MULL SPECS 14 Z € g e LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS.....15 ZSEEDET '} yj MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 Q o g o:Z SHEET 3ML E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS._........._..17 Q X .... AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 2.11 .125 MULL SPECSM Z H .- Q N 'o REACTIONS. 30•X 3.25 BAY MULL SPECS_.......10 Z 45•X 3.25 BAY MULL SPECS......_.20 MULLION&CLIP DIMENSIONS......21-23 Ia-. z mz W O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2...._.....................24 t4 ,R S o U'-" PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES............_........25 BE OF ANY TYPE. W MUST BE MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ly Z U (p BYPGT. CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U UJ Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q..0 Z O d m� UP /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ A-D,G,H; HORIZONTAL MULL SHEETS 2a 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF T14E WIND LOADING IS'RECTANGULAR-OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCT REVISED m colnplylR9 whh the Florida HOR(Z.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Bundleg Qodc MULL F—OPENING WIDTH I` ~ THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A«cOmco No (J,rj,• 'I LENGTH I` r/ MULLION CAPACITY(LBSWPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN F ,Da�1�02�O STEP 1). r OPEN ING C[Ua,.�_L...j HEIGHT 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE `•Ilam) ade�tcl Cummi OPENING MULLFOR HORIL // VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. f HEIGHT LENGTH MULL p f/ G MULL 111 I1IIf/ 7 f/ I I LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE � ,��()JAY .. 4, L L III— ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR p.•'' l ICEfySF'•(F CAPACITY IS MET. `>};' OPENING WIDTH _ N0.56705 SINGLE MULLION SINGLE MULLION FORVERTICAL MULL L7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FORTHE OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-O ;� _ FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -,o I. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS % %A*. IRE��S•:4�; FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION . a- CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION %i�kq '•"Z /e/•' \1, PRODUCT ASSEMBLY. 7'S��N..... oG\"I 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 7721 AL'F_ 11\ A.LYN{ MILD ,P.E. FL P.E.#58705 B�xn gpR o DETAIL A: DETAIL B: MULLION H�3oo F: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCAKNSOTRIP ERTYP.SUBSTRATE. 0242 v OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 1B-166 (OFFSET CLIP SHOWN) -(STANDARD CLIP SHOWN) BY OTHERS, 1r) SEE NOTE 1, N MULLION - I SHEET 1. QQ`a m I I U) E C" I I .. �• Z to I I I SEE SHEETS a b I MIN 2.7 NSI EDGE O ERHER THE I 1 I 21-27 FOR HOLE p 1 I CONCRETE OR C1,fU I I DISTANCE, J ra W STANDARD OR a I LOCATIONS I I I 1--FS EE SEE TABLES 0 _ OFFSET ANLL ° EDGE o I I EDGE DISTANCE 1B-16B g CLIP MAY BE I DISTANCE 1 ° FOR MASS NRY W Q O a O INSTALLED BY I II FOR WOOD/ THISMETHOD. ° .4 °° °� SCREWS I ��•N AX FOR °°4 I SIDE VIEW Z U) ALL MULLIONS G° ~ O J a ° ° n EITHERTHE srANDARooa U£ ° ° OFFSET MULL Z _ ° - ° ° 4 CLIP MAY 13 W ° ° ° INSTALLED BY ° °A THIS METHOD. A EXTERIOR Z J 4 ° EDGE Q Z V A ;Q DISTANCE ° " ;- ° FOR yU Q O Z N O MASONRY _ THE OFFSET CLIP IS ANCHORS ° F- F-g, ..c.O ° RECOMMENDED FOR ° U1 g IVB EXTERIOR e° FIN-FRAMED U) _j—•T WINDOWS,BUT MAY W ALSO BE USED FOR Of FQ- OTHER FRAME TYPES. I-L U) 1n Tn U z a 0 0 az 0 0 z m o io TYP.ANCHOR TYP.ANCHOR F�* €0 o 7YP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, d ��m�'-'> PER SUBSTRATE, SEE TABLES 10.18B SEE TABLES 1B-16B SEE TABLES 18.188 EDGE7ENO DISTANCE BUCKSTRIP SEE TABLES AND EMBEDME�HT BUCKSTRIP 18-168 T ATTACHMENT AND EMBEOMEI NT' SEE N07E i. ATTACHMENT SEE NOTE 1, SHEET 1. • BY OT1, HERS. SEE NOTE - , . ,• SHEET 1. MIN 2.7 KSI CONCRETE OR CMU pRQDI1C1•RLryISBD SIDE VI EW FRON T VI E W m wnIpwag WRh We Florida Building Cods FRONT VIEW Ampt®ca No l-4 Evp DB INSTALLATION NOTES: Yfimnl do Product Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �.��OV111 LYAW ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE C�'�Y\..•... •• ' •. 7/( CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q-,,•' �10ENS�'••!ct`,P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ' No.58705 )ti 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ =_ O 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. "�O oT'• F4 Fps 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED �;C�s ••.<ORIDA ��` ELCO ULTRACON OR ELCO 11,V S.S.AGGREGATOR MASONRY ANCHORS. •�• ••'E `''ASLYIY'MI'Y'I44�GP`E. FL REX 58705 DETAIL E: - .12VMIN. DETAIL C: MULLION TO MULLION R INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO oNxE ¢ nluuloN (U-CLIP) a a MASONRY STRUCTURE 1)MAYBE INSTALLED IN'TEE"OR-CROSS' �� o (STANDARD CLIP SHOWN) INTERSECTIONS, kvx VARIES e= 2 U 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY. Ul I TYP.ANCHOR cam- , N EITHER THE I I PER SUBSTRATE, sraNDARDOR SEE TABLES 1B-13B LY 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 mm OFFSET MULL I i TOP VIEW FOR CORRESPONDING MULLION. U) N Cij CLIPINSMAYBE I I EDGE DISTANCE MULLION THISMLEDBY I! FOR MASONRY O W THIS METHOD. I ANCHORS VARIES J W I I I I hl2STEELSCREWS, z:) _ I I I I SELF-DRILLING OR PRE-DRILL Q \ MULLION AND USE SMSUU co m p O Un wco EXTERIOR J. a soor MULLION O J EDGE DISTANCE ° THE OFFSET CLIP IS i— m FOR MASONRY ° « RECOMMENDED FOR / ANCHORS FIN-FRAMED INTERSECTION a WINDOWS,BUT MAY U-CLIP ALSO DE USED FOR J a rc Z B e OTHER FRAME TYPES. EXTERIOR Q r TYP.ANCHOR d ~ Z Q 01 O PER SUBSTRATE, d Q QQ z N i- �SEE TABLES ID-13D TYP.ANCHOR SEE SHEETS 21-23 FOR F�' ;6 a� PERSUBSTRATE, HOLE LOCATIONS Q y o BUCANDRIP SEE TABLES IB-13B FRONTVIEW EDGE x x K W J ATTACHMENT DISTANCE .... BY OTHERS, SEETABLES MI EM a SHEET1 I, - a 18-138 EMBED („) Z Q 0 SHEET 1. 0 Q Z O e- / • EDGE 0.° m(n (n DISTANCE g O s:O SEETABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU _— d �m� MIN 2.7 KSI CONCRETE OR CMU 1B-13B O �•--� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 A PER SUBSTRATE, SEE TABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ) eFOR SEE SHEETS RODUCf REVISED ® complying Tvhh the Flodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ol7ding-Ins CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE �"co No. LOCATIONS ! FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. � ��3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE DsrarlcEO�YLY!VNELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. STEEL STUDS THINNER THAN SEF.TABLESFRONT VIEWGAANDCOMPLIANTWITHTHEFLBUILDING 1B-138ODE.A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO.58705 '••�� EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: --u 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '�T.' S A/TC p 151[(� ANCHOR VALUES MAY BE USED. '.�5Y '•:c4 ORIDA.,••'�� i�is ••.. �` 2 SEE CORRESPONDING MULLION TABLES, �.��NAL SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN, IL1LIKP.E. FL P.E.H 58705 DETAIL F: DETAIL G: DETAIL H: D ng FF FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) gm'x o do SEE DETAILS A-E, o; 2 V SHEETS 2 AND 3 FOR INSTALLATION 30'OR 45' TO SPECIFIC SUBSTRATES. BAYMULL N MULLION 0 1 0 z m� W Z O O O O O O O O O W O O TOP VIEW 11 n SIDE VIEWI i LU V O SHOWN WITH i'X4'X.126' I TOP VIEW o 1 1 m C) MULLION 1 I I I F- Z J V 1 I I I TYP.ANCHOR EXTERIOR I� i i SEE TABLES 1155 OR 16B I TYP.ANCHOR i I :� Of STAN DARDMULLIONCLIP 1 —PERSUBSTRATE, I I m F D MODIFIED TO FR FIELD I I I EXTERIOR _j Tn2 v �z CONDITIONS. I 3EE TABLES 18-14B p 1 I Q Z cam- � I ' I I I I I 2'X 5'ANGLE CLIP, Z Z _< 'a O I 2 PER MULLION END,MUST BE Z N _ MULLION I I I I I I INSTALLED INSIDE OF BAY MULL Q F-• a- j p tl0 S� II � o .\ I I II I I I I � J I p DJ Q I I 2'X6•X.@5' Of II i ; ANGLE CLIP, Z Q a I I 2PER MULLIONEND, I I I MUST BE INSTALLED d Z E0 � INSIDE OF MULL. �0 s:0 I o� '�,_TYP.ANCHOR b PERSUBSTRATE, SEE TABLES10-14D �✓� INTO WOOD, / 1STEEL ALUM INTO WOOD,STEEL, STANDARD CIL PTO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. \y EXTERIOR `E - ®- ®` .mRBV SBD m cam p e9 1 yi hI with the Florida ,t PER C f °A�v� 5.01 © I INTO WOOD,STEEL, O O I ® ALUM,CMU OR MASONRY EDGE DISTANCE %4iaml 8a0�PfOAIICl C0111f01 PER ANCHOR /11111111 DISTANCE -—© 43'A11o NOTES FOR INSTALLATION OPTION G 8 H: PERANCHOR '� ..•...."M�(( �i OG �:•-•L-10ENSl�••.F'P i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: 7i..• No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.71'X.125'MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. =.D 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3 ";0 t- a.� 5 DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE s LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION- (t�•'••F<ORID,,.•••\t��`` "Illy S��NAL A.LYNIIVLER,P.E. FL P.E.H 58705 TABLE 10A a � Mulllon Capacity Table Qbaltll) �3 Opening Width(forvadicalyspaming millions)ar Opening Height(Whodwrla6yspenrdng millions) kC So In 6010 70 in 00 in 90 in 100 in 120 in 140 in 160 in LLO 126X326 Rectangular Tr.pM...g. ReclenBuly Trnpfrdang. Reclengul.r Tlglydang. Rectangular Raprrdeng. Rectangular Piipfrd.na R.clangular Tiara Triang. Rectangular Tmp'rriang. Rectangular Treprrdang. ReclangJar Trap'frlang. ti� %.824 Loading Loading Loading loading L..d'ang Loading Loading Loading Load g Laodng Loading Loadig Loading Loadn9 Loading Loafing Loading Loading oz cwi Alum be .< .& .�' !. ,. •E.. H r �' .�� .a Mulllon g .off .< .�� 8� A a� �� . ILS a@ A o IIS $ �€ n2 N u o uo u u u ai ' u'a ai u u cis ie cia u u� oa ci o 3 u'a ' is ci oe o f to �e s =o a P'� �€ s sg �t �� b ^€ � sa �'g e $z �.s s is y�� d`� EI $rc � $rc fes. �rc f€ �3 �� E� 2 E& yrs 8� ��. ¢'�� E€ �& ��. 802 fG. �� . 8c" Z 421n 170.0 620 170.0 /5 170.0 744 10.0 418 110.0 868 170.0 S06 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 110.0 S21 170.0 1735 170.0 521 170.0 1987 170.0 521 O W 40 in 170.0 108 170.0 524 2 0 561 170.0 992 170.0 670 170.0 1133 170.4 661 170.0 1275 170.0 677 170.0 1117 170.0 600 170.0 1700 170.0 1780 169.7 1979 170.0 680 1dB.S 1979 170.0 680 J W 2 50.626 in 110.0 747 170.0 563 170.0 89fi .0 631 170.0 1W6 170.0 6e4 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1491 170.0 756 170.0 1793 170.0 756 152.5 1871 170.0 766 133.5 1877 170.0 756 0!) Win 170.0 797 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 B37 170.0 1594 170.0, 866 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 061 W 0 M 60 in 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 WILD 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 ID63 U) � J 63 in 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 US.] 1310 164.0 1082 104.4 1370 155.9 1072 09.5 1370 155.3 1070 78.3 1370 155.3 1070 W j a 661. 170.0 974 170.0 789 170.0 1169 170.0 907 155.6 1248 170.0 1002 1362 1248 158.6 1013 121.1 1248 147,1 1000 108.9 1248 139.0 989 90.6 1248 130.4 975 17.8 12AB 129.0 975 68.1 1248 129.0 976 Z) 72 in 167.6 1049 170.0 870 139.9 1049 150.2 892 119.9 1049 132.1 87S 104.9 1049 119.1 860 332 1049 1D9.7 848 83.9 1049 102.7 038 69.9 1049 91.3 825 59.9 1049 91.2 820 52.4 1049 91.1 820 z J 0 76 in 142.7 941 149.1 822 118.9 941 126.8 BOS 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 59.5 941 77.6 711 51.0 941 74.0 777 44.6 941 77.7 736 s KZ g 70in 132.0 091 137.6 783 110.0 694r39.3 767 9!J 094 102.4 753 82.5 894 91.9 740 73.3 894 04.1 730 66.0 094 70.3 721 55.0 894 70.7 7D7 47.1 804 67.0 701 41.3 89( 66.1 698 Q V 901n 85.9 671 88.7 596 71.6 671 585 61A 671 6S,3 575 53.7 671 50.2 SM 47.7 671 529 556 43.0 671 48.0 551 35.8 671 43.1 $39 30.7 671 39.7 $31 26.9 671 37.9 525 Z rq Q d3 O 96 in 70.8 590 72.8 527 69.0 590 518 50.6 $90 63.4 509 44.3 690 47.5 502 39.3 590 43.0 494 35.4 590 39.6 488 29.5 590 34.7 477 25.3 S90 31.5 469 22.1 590 29.a 464 Ia-• x Z co O 1031n 49.7 466 50.8 421 dial 466 414 3S.5 466 37.1 406 31.1 466 32,9 402 27.6 46G 29.7 396 24.9 466 27,1 391 20.7 466 23.5 382 17.8 466 21.2 375 16.5 466 19.6 370 (n u)3 =O Tn N w o' $ III in 45.8 441 46.7 400 362 441 393 32.7 441 34.1 387 28.6 441 30.2 382 25A 441 27.2 376 22.9 441 24.9 372 19.1 4d1 21.5 363 16.4 441 19.3 356 14.3 441 17.8 3SI U)36.3 778 36.9 344 302 378 339 2S.9 376 26.8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314d' X21.0 262 21.2 242 11.5 262 239 15.0 262 15.3 23fi ¢ N Q O O 44 a- n _ Z m� I Anchor Cepaclty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 106 mo subslmie 2.7%CorcMe 35l:cmn:. 11Laow alU Faleaa,lu PTwood Mdal (DPa)X ANCHOR CAP.,,,,,,,,.`_ANCHOR CAP.,,, 'J1C Elco 114•SS Elco'JIG'Elco 1d'SS Elco XIDSIW 1712 S11 1 112 SILe1 MULLION CAP.,_,., AnthorCllp Peltema AncDa Type 3116'ElcoUll- 114'EILOUX2con 1ulimcon16'Ell 9116'Elco Uft- IW Ell 0 Unracon pggcGator UAmca1 A SS au Scmx GS Screw G5 Screx G 9 ( 7 ( ) (� USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslarce gn) r 2.1/2• r 2-12• 3.118' V 2.12' r 24121 2' ave- z' 0.48- 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Ea10edned 1.114' 1.114' 1-114' 1.114- 1.114' 2' 1.38' 138' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.7S'1.IIn.O.C. SlaMad a Oftel Up(Flg 390106 90 IDS IDs 090104 1644[as 270 Ibs 280 IDS 354IDS 740 IDS 374 IDS 604 IDs 846108 341106 442 IDS E60 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ano Ws @ 1.154.11A O.C./Standard(a Ofael)COp(Fig. 400 Ips log a. IA IVA WA IIIA 3rd lm ufA WA WA I1A IVA 682lbs T85 IDS 1120 rts CAPACITY(FROM THE TABLE)OF THE SELECTED 4AfCIUR�3'IAIO.O.C.f(2)215 Angle COPS I(Rg.3 CSO IDS 15th IDs IM6IDS 'W IDS 5w IDS N/A 760 IDS 748 IDS _880 1b!__ 18921ba 682lbS 88510 1120 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arc1nr5®0.51.1dIn.O.C.7UC8p•Into AWAlum.(Fig 4) IIIA IIA IIIA IUA IIIA IIIA WA IIIA IUA IIIA IVA fUA flfA IVA cca ILS CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArrchDrl FClip(Flg.5)'. 105 IDS 1051m 2251D5 445 IDS 8221m i351bs 140IDS 177 IDS 970103 187 IDS 332 IDS 473 IDS VOIDS 221 IbG 1 28017, ADDITIONAL ANCHOR OPTIONS FROM THE 2 PnchDnQ1.15'IAIn O.CI FCIi g6) 24010S 3501DS NIA --?UA-_ IIIA IIIA 1901DS NIA tUA flfA IUA IVA 3411DS 442101 560106 AN CHOR CAPACITY TABLE. PRODUCT REVIS13D wmplying whb the Plodda Building Cod, O «ep''..;No FIGURE I: URE2: TABLE NOTES: 11,2510 ( /.� BY • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aliam! do pyProduct Cnnlro ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111111111, 2)LINEAR,INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� 0Nx LYN7V 7 FIGURE 3: �1��.•'•\_1GENSF'•C�CO.Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. " v•-• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �k:• •'.�� Ee BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL D / Z.� S ;• O' FIGURE 4: FIGURES: FIGURE 6: 4" -'J�••:�j BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE (� STATE OF 4U • • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '••.F<ORIO?.•' O HL-9 e .045"THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ? i S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.26'X.624' f s #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION ' s 1` • A.LYNIL E.#5870 P.E. FL P.E.#58705 1-1.000"^I -^1 1.000' r 1.000' r 1.288' o�x� F { 1.000- 1.000 --.125' j�a .125" x 2.750' 2.750' .125' 3.125" .1253.188' --.125' .125' 2.000' 2.000' A ID 2.116' N ' .265" I s CO L '125" 50' __ _ L 375" 3 .6 .500' .125' O wN� H �T .900' T W 1•XTX.125'MULLION 1'X 2'X.375'MULLION 1'X 2.75'X.375'MULLION 1•X2.75"X.650"MULLION 1'X 3.125' LION 1.25'X 3.108'X.265"MULLION 1.26'X 2.11'X.125'MULLION _ 8063-T6 ALUM. 6063-76 ALUM. 6063-T6 ALUM. BD83-T6 ALUM. 6063-76 ALUM. 6063-TB ALUM. 8063.76 ALUM. S N X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION XSECTION XSECTION m � 0 O Z Cl) '(^I(--.125' I- to .� -^I I�-.125' N J I I Ir TABLE A Z LU z m S 1363-7 ALUM I 2XSANGLE-T6 ALUM. Dimension Value(in) For Mullion: O W 6063-TB ALUM. 6083-TB ALUM. 2.000" XSECTION 2.125" X•SECTION U-CLIP 2.000' A 1.625 I I 6063-TS ALUM. 1"X2'X.125' Q J V• .125' XSECTION .125" B 2'854 Aluminum U zz Q W O ZZ C 0.895 Tube Mullion Q Z N ZZ A25'J I D 0.740 Q 9 oo -i 4-- A 1.125 .740' (n Z o 5.500' 1"X2"X.375' w y 1 B 2.04 Aluminum CR 3.125' CUT MF-CLIi -7o .375' 5.000' C 0.835 Tube Mullion U O Q 3 .375" ^I_ EATEP,SEE MIN. MIN. DETAIL F.SHEET 4 .375'MIN. D 0.480 C, Z O .338'MIN. A 1.875 0 mO r-------� r-------� B 3.000 1'X2.75"X I I 1 I I A A I U-CUP A 1--------� L_-_____J L-------J 8063-T6 ALUM. `- --------- TOPVIEW -------- 2X5 ANGLE CLIP C 0.757 .375 Aluminum 6063-T6ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.75'X WRHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER-1/16". B 3.000 .650" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER-1116'. SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR D.C. TABLE B DISTANCE.MAXIMUMA 2.000 RODUC.TREVISBD ANCHOR HOLE PGT Part# 1'X3.125'X 'j eOm'fln8 t+Wi the 111.0.5.500' .375' Mull Dimension(ahaBt#) 8 2.637 uldiva Code DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U Cllp Angle Clip 500'Alum a< unco No .375' MIN. DIAMETER r 1116'. C 0.063 �. MIN. 1"X2"X.12&'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 Tube Mull ;.p+ 1 etc ---- -------I_-----______- 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 fiaml We Product Control I 1.25•X 3.1 B8' 1"X2.75"X.375"(7) 66607 666115M 8661120M 666245M 666513M B 3.282Alum I I r B 1"X2.75"X.650"(8) 66608 666116M 6861121M 666246M 666514M C 0.882 Tube MullLYNN I `� N7 j -------j D i 1"X3.125"X.500"(9) 68637M 6861116M 6661114M 666242M 666515M 1.782 �..........�`T�.•\CENSE•((FAQ I I I 1.26'X2.11"X . �'�.•• �• I I I I 1.25"X3.188"X.285"(12) 68641M 8861117M 6661113M 666241M 666516M A 1.1.113 .121'Alum `-------J 1 J 1.26"X 2.11"X.125"(18) 69370 WA WA WA 668517M Tube Mull _ " No.58705 _ �S C OFFSET CLIP NOTES: ='U •, �� }}}t y S: 6063.76 ALUM. (�Z '125" I TOPVIEW 7� STATE OF <U� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (7 ••. .740'4---`-^i •. t ORID�..•',G��: 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR U.C.DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MIUOE9,P.E. FL P.E.#58705 -� 1.000" f- -1 1.000" �_ 1.as2-� - � 740• fie; .063" .385" rC rC a n .062' .125" .062' I 3`�$i o .438' I I �or 4.000" •125'STANDARD CLIP oy z U 4.000' 4.000' 2.625' 2.000' 6063-76 ALUM. 2.126' 2.000" 2X5 ANGLE CLIP ,125• X.SECTION U-CLIP 8063-TB ALUM. I I 6063•T6 ALUM. X-SECTIONN u .125' .125" .125" XSECTION .125' 4 &X�Gln F .031" O EC-4 FWQ- 1 f .125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W '125 5' .155" 375• DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE J W ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 03 o fn HOLE DIAMETER:ANCHOR DIAMETER+1/16'. W Q VX4'X.125' 11X4'X.375' 1'X4'X.375' MULLION MULLION 'T'-MULLION 5.500' 5.000" In Z M ~ 6063-T6 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 3125• CUT HERE TO 375" 375" F Q (0 J X-SECTION X-SECTION X-SECTION .375" •1_CREATE F-CLIP,SEE �T MIN. to J DETAIL F.SHEET 4 Z Z) 1.250' I .375' Z LU m r_________ ___ __} .375' - _F x $ CENTER OF 1.250'--1 1.250°�I I i i i I ANCHOR HOLE j j MIN. j a o �Z I I I MUST LIE WITHIN i 1 Q J v I I I I I THE DASHED 1 I lII I I F BOUNDARY.SEE I I ~ Q Q m 0 2.875" --' I --- SHEETS 5.20 FOR F Z..Z Op I I I 1 I THE ANCHOR O.C. I I I I 1 I I I ~ Q aip o� 3.94" DISTANCE. I I Z.8n o o' I I I I MAXIMUM I I W Q 3.250" 3.250' I I I I ANCHOR HOLE I I I I I 1 DIAMETER: I I .JJ j U) -.100" .100" I I I LANCHOR I ---------------� U 7 Q > .100' ______� �_______� �______ I --------------------- DIAMETER 111 Q Q Q Y Z .100' `- 2X5 ANGLE CLIP a o CO 624' 624' STANDARD CLIP U-CLIP 6063-T6 ALUM. 00� -L -L CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063.76 ALUM. TOPVIEW -i .820"�1 --1 .820" F-- --1 .820' 1-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.94"X.624- SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenslon Value(In) For Mullion: Dimension Value On) For Mullion: 6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER.1/16•. X-SECTION X-SECTION X-SECTION F 3.687 1'X4' F 1.939 1.25'X3.25' G 1.000 .125' G 0.500 X.824' 3.469" 5.500"�'j H 2680 Aluminum H 1.438 Aluminum 2.661' �QALIIM. ,376• I t 3.000 Tube 4'X I 3.250 Tube Mullion � ,125• MIN. -375• F 3.187 1'X4"X F 2.625 1.25"X3.94' 1.377'- G 0.757 .37b' G 1.125 X.624' RODUG"1'./ __ H 2430 Aluminum H 1.500 Aluminum uwrap$in6 wlU(Ibe'lor(da1 3.000 Tube 8"T 1 3.250 Tube MullionF 2.250 1.25'X3.25' F2. 3 30'Ba Mu.125'' I IIII0.760X.100' F 2.87.125' 2.250' 1.500 Aluminum 30° I I III 3.250 Tube Mullion Mlaml ado Product Control H 3.250"q5°BAY MI I I i I TABLED `` 1NN 30"BAY MULLION 6063-T6 -_______- �_ _____� Mull Dimension PGT Part# 01 qqj( 1 MullionP.A r.A 1p U-Clip Angle Clip � ,•''1GENSC•6063-T6ALUM. I X-SECsheelrl ; �O �X-SECTION1G OFFSET CLIP 1'X4'X.125'(10) BB364 886241M 868518MT I .125" I 6063-T6 ALUM. 1"X4'X.375'(11) 66610 666242M 686519M - N0.58705 .228'J 4,,81--4 .226' I�,981'+1 .740° -I TOPVIEW 1'X4'X.375••T'(11) 86853 M 886242M 666510M _ �K�� ` NOTES: 1.25'X3.25'X.100'(13) 20160 6862410M 6665115M �; 1.25'X3.25'X.624'(14) 20161 M 6662411M 6685118M l F! 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �;., S ATE :`�.' 1.25 X3.44'X.824•(15) 20182 M 666241M 666517A1 �'��'•.!r(ORIDP;.•'�•�\ 2 SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86649 WA 6110M 45 De9rea(20) 6100 1 WA I WA WA 6665111M i �� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LY)'IIG1M)LL��R,P.E. FL P.E.#58705 TABLE E Mull DIMenelon PGT Part# (sheet fl) Mullion Std.Clip U4711p Angle Clip '1 f- •125' j� .125 --1[-126"2"X4"X.25"(16) 66602 666261M 660271M 666!4g I 2"X 6"X.25"(17) 66604 666282M 666272M 668IP I U-CLIP 2XS ANGLE CLIP. 6063-T6 ALUM. 6063-T6ALUM.2.125' X-SECTION 2.000' XSECTIONNOTES: I1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125 '125' 125" D3 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z yN2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE �--1 490,-�-I T0 HOLE LOCATIONS.3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. J W 5.500" : 2 CUT HERE TO 2 U Ix o' 2.000' 3.500' CREATE F-CLIP, 5.000' _37� W U O U .375' _SEE DETAIL F, .375' .375' r �r MIN. Z) z pry) F- MIN. SHEET4 MIN. F• p co J U) J r________ ______ __________ ___ z I I I -T f--------------------1 Z LU Z m I 1 I I I R �� I W I do o_z 4.000' I 1 I I ¢ --1 .250" 2'X4"X.25' �- -�-- --- --i-- 3.438" + 3.438' T---- ---i F- U Q m MULLION I I 3.438' z N 6063-T6 ALUM. I I I--• Q.b z m co O X-SECTION i i I I I 1.375' 0) z B 8 L- ------'---I------------� -- L---------------------)---MIN. W 0 __ w J U fn FL - STANDARD CLIP 2X5 ANGLE CLIP U = Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. U•CLIP.6063.76 ALUM. Q 0 0 SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST UE 6083.76 ALUM, d Z N .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 70PVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW o m0 s.0 SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. .. 0 ma. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE F DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1/16". SHEETS 5-20 FOR THE ANCHOR O.C. - 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. .375' 3.500' -I CREATE F•CLIP, 5.000' I_SEE DETAIL F, •MIN. 375' MIN. r SHEET4 MIN. rY MIN. 375' ------------------ ------- -- -- r---------------------1 I I I I I I I 1 I I complying with � \ wi ththheeFlorida kAdIAS .4 . Q6 7 Product Conrol 4.688' .250' 6.000' 5.438' ------ / 1111111/6.438" 5.48" LYNN iSN 72 2'X6'X.25' I 1 I t�'��,.•'�10ENSt'•,FiQ i MULLIONQ- 8083-T6ALUM. XSECTION I I _ IJo.58705 j I i I IL i .375' = �_ _ ------- ------ ------ _ v -- -- ---------------------� MIN. Q• 'D L_ Q TATE Or 40 STANDARDCLIP U•CLIP 2X5 ANGLE CLIP %�(C`•'•'- P.•'�� .250' 6083.76 ALUM. 8063-76 ALUM. 6063.76 ALUM. /SSCOnJA1-�Ca♦♦ TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW // 1 �'♦ TOPVIEW A•LYNN MILLEt R.P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ® mh --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED L DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. a @ m o SEE SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•58.3 PSF AND WOULD �'�o o F: FENESTRATION DETAILS, 4:§ K PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. a Y Z u APPROVAL 26 FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650-MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LID 72- OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 m F- ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z w N rc DETAILS EE , 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W SHTSE LD APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE Z 2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MO FENESTRATION PRODUCTS TO MULLION. �s O � IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THPOVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, w O O NO ANCHORS M WINDOW SXACT DESIGN PRESSURE OF 60 PSF: 1 A1ULL WIDTH RL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR rTHE ELID J 72• —I I— 636 LBS _ ~ �{ (60 PSF)X 524.9 LBS (MAY BE USED TO QUALIFY#10 SYEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF Z m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A & w DESIGN PRESSURE OF+50.0/-55.0 PSF. -� o•Z Q r 3 FOR THE VERTICAL MULLION: Z Q N O 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32+72'+1'=105"AND THE OPENING WIDTH IS 36'+36"+1'=73'.REFERENCING SHEET 25, Q z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3I8'AND WILL N O I EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. O J w S $ Lu OL MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH D_ =108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF g Y -I I— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q O O FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250-MULLION(LENGTH=.108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a 1 E Z J O 0 SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. O zo SEE DETAILS, mQ. 32 FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2-TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY �� PRODUCTS 2J—\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAB�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-12'*35-12'+2"=73'). I 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CALCONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - `- USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH --SEE SEE DETERS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. IS Z3 s OPENING HEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE CAUSE THE VERTICAL MULL WILL BEA 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER HORIZ. MULLION TYPE COULD BE CHOSEN. I RODUCTRBVISED_ MULLION 72' IswmPlylltgwhhtheFlo1lde i)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72L+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE 3u0ding ODdc USED.FROM TABLE 12A,SHEET 16,THE 2'X 4-X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE oceplw Data (ZO. REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. L SEE DE7AILs, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' 1iuT,l)nIe Produce Control SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'j CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2-3 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED -_} ANCHOR CAPACITY OF 521 LBS. \��ON"{ LYNN iA., 7fi•,HRIZ. I 76',HDRIz. --I I- 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR ��. •��GENSC•'•.F/� n1uLL LEO NGn1 nIULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q' OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - -- +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ATE�OF��••CC/ +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (D •' ` THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF ANDWOULD APPLY TO ALL OF THE MULLIONS. % (�'••.�C OR10P••' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLFtIi,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: N X W B h A I PW PW PW I � a$ I I ^ SHIDH SHIDH SHIDH SHIDH pyy Z N m F- PW O iN z LL! 4 4 4 4 Z I ° W ----'px ' O O LU CD 0 r r LU CD o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / SCC\\\ ///��/ O � [� Gj � � HINGED ~ •'Jj DOOR � m 7 � SGD LOADING OF VERTICAL MULLION ? W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q -1 a �� PW I Z Q m `o x¢ Z 14 OD PW PW PW W a0 0 / C7 g S� I pyy W / - _ Ix Q !Y SHIDH SHIDH SHIDH SHIDHr7 Q 0 Z O O JPW D_3 m0U) 2 SHIDH owOfLOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL i MULLION P HINGED j DOOR PW PW ! NOTES: RODUCT REVISED I s complying with We Florida I i)DRAWINGS ARE uilding1 de �� ,n^ RERESENTATIONS OF TYPICAL mplenwllo V 1 j PW CONFIGURATIONS. }1?W / PW - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM BdOPr Coubol 00 THOSE SHOWN. I 2)IF THE LOADING TYPE CANNOT \\� ��LYNN�f7 /el BE DETERMINED,USE �� \\O, EpIS •(�F j PW RECTANGULAR LOADING. �� LSC F •'• PW Q :' PW _ ! / 3)SEE PRODUCTS'APPROVAL FOR = �Y No.50705 I ACTUAL ANCHOR LOCATIONS. - rf f LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 �l (rf PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �d SATE OF$:•1/7� ILORW SSS • �. LOADING OF VERTICAL LOADING OF HORIZONTAL / /O(N}\1' I MULLION MULLION A.LYNN IL�LBk,.P.E. FL P.E.#56705