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=Of 1 . � _ 1 Find j Next �4w � w ` IINDC�0NSf � RESIR�i�i�iA &CQMMERCiAL. �- Itistaliattort,Jr'A,op"$c Ser p0#:pastore y Licensed,Insured&Bonded CGS 152 l T65w Job Name:pastore res "•u, Job Address: tdo Quote# 303302 Shawn 9 • •9 o u 4 • Ri� imartin Ship Date:05/11 16 JSJDM •• • ••WS@'Gmailxomi, Sates Person.jeff burke Quote Order Report ShipTo- - Account#: '- 1618 SE VILLAGE GREEN DRIVE SUITE 6 PORT ST LUCIE,FL 34952-3465 Phone# Fax# /Line# Item Description Quantity Line Pricing 0001 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (1.00) 1.00 Configuration:20.X70.5,518"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 p i Package Selection:ENERGY Frame Type:,625FLANGE ( f Size Selection:CUSTOM Size Ref:ACTUAL ¢ §j Width:20.0000 Height:70.5000 Actual Size:20 X 701/2 Rough Masonry Opening:21 314 X 711/2 } Wood Frame Opening:20114 X 70 3/4 Frame Color White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type.PVB090 Argon Gas:ARGON Glass:718"LIG(1/8 AN-7116 ARG-5/16 AN/AN Glass Color,CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PosittveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 243 EnergyStar:1234.0000 Corldesafi4nResistance�62.0000 UF:0 2440 So_ler_HeatGainCoeff:0.23007 VT:0.5300 VTGOG:0.6300 Location:dinning rm Notes: 002 PW5520 PW6520 VINYL PI URE WINDOW Ordered: Sell Price Ext Price (3.00) �}�� j3 2.00 Configuration:17.5X70.5,5J `LFL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE G1Z,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE °t Size Selection:CUSTOM Size Ref:ACTUAL Width:17.5000 Height 70.5000 Actual Size:171/2 X 701/2 Rough Masonry Opening:19 1/4 X 711/2 { Wood Frame Opening.17 3/4 X 70 3/4 Frame Color White Does unft-need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-0/16 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#.14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 243 EnergyStar.1234.0000 http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport--- 5/17/2016 1 4�V L Vl t t 1 ' G�ondensaUonResistance^62.0000 �11E Salart(eaiGainGoef> 0.2300 VT:0.5300 I VTCOG:0.6300 Location:front entry Notes: 003 SH5500 VINYL SINGLE HUNG 5500 Ordered: Sell Price Ext Price (33.00) 2.00 Configuration:41.X70.5X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT HNDL,.,.x. Certification Type:MIAMI NOA Selection:15-0519.05 -, Package Selection:ENERGY Frame Type:.625FLANGE " Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL X . Width:41.0000 Height 701/2 Actual Size:41 X 70 1/2 Rough Masonry:42 3/4 X 71 12 _ Wood Frame:41 1/4 X 70 314 Egress:36 3/4 X 271/8(6.915 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 ARG-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:ARGON Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5500 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Snap Lock Decralite:N Vent Ht:34.8930 CARM 15-0519.05 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 239 EnergySta 123.0000 �ondensationResista'0:21bdnce:6q.0000 1�0�289� tSQiaCH�at�ainCoeft VT:0.4800 VTCOG:0.6300 Location:dinning/study Notes: }n►04 PW5520 PW5520 V�YL PICTURE WINDOW Ordered: Sell Price Ext Price (5.00) 1.00 Configuration:28.5X70.5,5/8"FL,W,718 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 _5 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:28.5000 Height:70.5000 Actual Size:281/2 X 70 112 Rough Masonry Opening:30114 X 71 112 Wood Frame Opening:28 3/4 X 70 3/4 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(118 AN-7116 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber FL 243 /EnergyStar�234.0000 ondensationResistance 62.0000 {OF D3400 olatLieatGainCoeff 0:2300 VT:0.5300 VTCOG:0.6300 Location:study Notes: �I05 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price V(6.00) 1.00 Configuration:28.5X47.,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref.ACTUAL r Width:28.5000 Height:47.0000 Actual Size:28 1/2 X 47 Rough Masonry Opening:30 1/4 X 48 Wood Frame Opening:28 3/4 X 47 1/4 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 http://ww2.exoquote.com/exoquote2[Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport... 5/17/2016 i usv -+ vi a a i PANumber:FL 243 �nergyStar'1234.0000 CondensationResistance:62 0000 OE!95J 955 �SolaifieatGainCaeif 0.230Q VT:0.5300 VTCOG:0.6300 Location:study Notes: 006 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (7.00) 1.00 Configuration:29.5X23.,5/8"FL,W,7/8 LIG,CL ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,_x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:29.5000 Height:23.0000 Actual Size:29 1/2 X 23 Rough Masonry Opening:31 1/4 X 24 Wood Frame Opening:29 314 X 23 1/4 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5116 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber•FL 243 EnergyStar.1234.0000 'A,GGondensationResistance:62.0000 a�J _2463' ojiHeatGainCoeffl0 230Q7 VT:0.5300 VTCOG:0.6300 Location:study Notes: 0007 MULL MULL BARS Ordered: Sell Price Ext Price (8.00) 1.00 Configuration:,74.,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 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 Mull Clip Qty:2.0000 Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Length:74.0000 Frame Color.W Location:study Notes: 0008 MULL MULL BARS Ordered: Sell Price Ext Price (9.00) 1.00 Configuration:,52.,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 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 Mull Clip Qty:2.0000 Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Length:52.0000 Frame Color.W Location:study Notes: V0 09 AR5520 VINYL ARCHITECTURAL 5520 Ordered: Sell Price Ext Price 0.00) 1.00 Configuration:46.X23.X.X.,5/8"FL,W,HC,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,9/16"GBG,HC4L,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Shape:HC Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:46.0000 Actual Size:46 X 23 Rough Masonry Opening:47 3/4 X 24 Wood Frame Opening:461/4 X 231/4 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:1/8"-5/16" Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(118 AN-7/16 ARG-5/16 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:SS Grid Type:9/16"FLAT GRIDBETWEEN GLASS Colonial Color.W Grid Style:CODE Grid Pattern:HC4L Decralite:N Privacy Glass:NONE CAR#:14-0930.25 http://ww2.exoquote_com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport... 5/17/2016 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 243 EnergyStar.1234.0000 CoodensationResistance:_02.0000 F;,0:2400 Solan lsatGainGoeff A,2100 :0.4700 VTCOG:0.6300 Location:master bath Notes: 010 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: Sell Price Ext Price 11.00) 1.00 Configuration:73.X48.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO GRID,OX,1816K,AUTO,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:15-0903.10 s a Package Selection:ENERGY-,, Frame Type:.625FLANGE Unit Configuration:OX C S/v/� Size Selection:CUSTOM Size Ref:ACTUAL Width:73.0000 Height:48 3/4 Actual Size:73 X 48 3/4 Rough Masonry Opening:74 3/4 X 49 314 Wood Frame Opening:73 1/4 X 49 Egress Opening:32 3/16 X 43 13/16(9.794 Frame Color:White SOFT) Glass Family:Laminated Insulating Does unit need to meet Turtle Code:NO Interlayer Type:PVB090 Glass Type:1/8"-5/16" Glass Makeup:LIA207AA5 Argon Gas:ARGON Glass Color:CLEAR Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Privacy Glass:NONE Low E:ENERGY SHIELD MAX Grid Type:NO Grid Glass Spacer Type:SS Screen Frame Type:ROLLFORM Screen Type:1816 Charcoal Vent Latch:N Anchor Group:C.HR5510 Decralite:N Type Lock:Snap Lock PositiveDesignPressure:50.0000 CAR#:15-0903.10 PANumber:FL-242 NegativeDesignPressure:50.0000 Co ndensationResistance:..60.0000 EnergyStar 123.0000 olarHeatGainC9efL&2100) CQEI,2ED 6MOG- VT:0.4700 Location:master bath Notes: 0 1 SH6500 VINYL SINGLE HUNG 5500 Ordered: Sell Price Ext Price 12.00) 1.00 Configuration:29.5X58.5X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT HNDL,.,.x. t Certification Type:MIAMI NOA Selection:15-0519.05 Package Selection:ENERGY? P�c) Frame Type:.625FLANGE Vent Configuration:EQUAL M�t Window Style:STD zo Size Selection:CUSTOM �Y`" Size Ref:ACTUAL Width:291/2 Height:58 1/2 Actual Size:29 1/2 X 58 1/2 Rough Masonry:31 1/4 X 59 1/2 Wood Frame:29 3/4 X 58 3/4 Egress:25 1/4 X 24 5/8(4.312 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 ARG-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5500 Vent Latch:N Comfort Lift:Y WOCD:N Lock Type:Snap Lock Decralite:N PosifiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL-239 ) nergyStar 123.0000 CondernsationResistance:_60.0000 OF Ot•2800 �Snlarh�eafGeinCoeff D>2100✓' VT:0.4800 VTCOG:0.6300 Location:master bed Notes: 012 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: Sell Price Ext Price (13.00) 1.00 Configuration:59.X58.5,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO GRID,XO,1816K,AUTO,SUPERSPACER,.,.x. x Certification Type:MIAMI NOA Selection:15-0903.10 �s3 Package Selection:ENERGY Frame Type:.625FLANGE Unit Configuration:XO Size Selection:CUSTOM Size Ref-.ACTUAL Width:59.0000 Height:58 1/2 Actual Size:59 X 581/2 Rough Masonry Opening:60 3/4 X 591/2 Wood Frame Opening:59 1/4 X 58 3/4 Egress Opening:25 3116 X 53 9116(9.370 SOFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport... 5/17/2016 _ rano � vi i i Glass Type:1/8"-5116" Interlayer Type:PVB090 Argon Gas:ARGON Glass Makeup:LIA207AA5 Glass:718"LIG(118 AN-7/16 ARG-5116 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.HR5510 Vent Latch:N Type Lock:Snap Lock Decralite:N CARM 15-0903.10 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL-242 nergyStar-123-0000 CondensationResistance:60.0000 Fi_012960 S91a`Ne'atGatnCo`eff Oct+1 Q0 VT:0.4700 VTCOG:0.6300 Location:master bed Notes: 013 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (14.00) 1.00 Configuration:27.X58.5,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:27.0000 Height:58.5000 Actual Size:27 X 58112 Rough Masonry Opening:28 3/4 X 591/2 Wood Frame Opening:27 1/4 X 58 314 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PosibveDesignPressure:50.0000 NegativeDesignPressure:50-0000 PANumber:FL 243 Ene gr yStar�1 34.0000 CoridensationResistance:.62 0000 U,F:,0 2400 ,Go tarl e2tdeinCoeff.0.23091 VT:0 5300 VTCOG:0.6300 Location:master bed Notes: /1.4 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price 1.00 Configuration:26-5X58.5,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,-,.x. Certification Type:MIAMI NOA Selection:14-0930-25 s' Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:26.5000 Height 58.5000 Actual Size:26 1/2 X 58 1/2 Rough Masonry Opening:28 1/4 X 59 1/2 Wood Frame Opening:26 3/4 X 58 3/4 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(118 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930-25 PositiveDesignPressure:50-0000 NegativeDesignPressure:50-0000 PANumber.FL 243 ETTyStar J234.0000 eondensationResistance:62.0000 LUF:z02400 olarHeatGainCoeff:0:2300 ) VT:0.5300 VTCOG:0.6300 Location:master bed Notes: 00 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price 00) 1.00 Configuration:34.X58.75,518"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:34.0000 Height:58.7500 Actual Size:34 X 58 3/4 Rough Masonry Opening:35 3/4 X 59 314 Wood Frame Opening:34 1/4 X 59 Frame Color.White -, Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(118 AN-7116 ARG-5116 AN/AN Glass Color.CLEAR http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2 fvaij))/ExoReport... 5/17/2016 _ ra�v v vl i i Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 243 EnergyStar-234.0000 GondensationResistance:62.0000 eOF; 2400 9olatl eatoatpCoeff:0 2300 VT:0.5300 VTCOG:0.6300 Location:dinning rm Notes: /16PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price /(17.00) 1.00 Configuration:30.X58.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:30.0000 Height:58.7500 Actual Size:30 X 58 3/4 Rough Masonry Opening:31314 X 59 3/4 Wood Frame Opening:301/4 X 59 Frame Color:White zF< Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:718"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber FL 243 EnergySta 1234.0000 �CCoondensadonReslstance 62:0000 1F 02400 Sol'arf eatGainCoeffr0:2300 VT:0.5300 VTCOG:0.6300 Location:dinning rm Notes: 017 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (18.00) 1.00 Configuration:29.5X58.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:29.5000 Height:58.7500 Actual Size:29 1/2 X 58 3/4 Rough Masonry Opening:31 1/4 X 59 3/4 Wood Frame Opening:29 3/4 X 59 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Calor:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 243 nergyStar-,1-?34.0000 CondensatlonResistance*-62.0000 UFP'4 24�U olaVT:0.5300 VTCOG:0.6300 Location:dinning rm Notes: IPW6520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (19.00) 1.00 Configuration:34.5X58.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref.ACTUAL Width:34.5000 Height:58.7500 Actual Size:34 112 X 58 3/4 Rough Masonry Opening:36 114 X 59 3/4 Wood Frame Opening:34 3/4 X 59 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:718"LIG(118 AN-7116 ARG-5116 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 243 EnergyStar.1234.0000 http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport-.. 5/17/2016 ConderasatonResistance;62.0000 0 400 I [Sola eatGaZC . oeff.0:2309] VT:0.5300 VTCOG:0.6300 Location:dinning rm Notes: 19 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price 20.00) 1.00 Configuration:29.X59.,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:29.0000 Height:59.0000 Actual Size:29 X 59 Rough Masonry Opening:30 3/4 X 60 Wood Frame Opening:29 1/4 X 59 1/4 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 243 nergy,5tar.:J234.0000 CondensationResistance:62.0000 UFA 2400 LolarHeatGainCizeff:0.2300 VT:0.5300 VTCOG:0.6300 Location:dinning rm Notes: 020 PW5520 PW55 0 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (21.00) A 1.00 Configuration:29.75X38.,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,_,x. f'x # Certification Type:MIAMI NOA Selection:14-0930.25 t Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:29.7500 Height:38.0000 Actual Size:29 3/4 X 38 Rough Masonry Opening:31 1/2 X 39 Wood Frame Opening:30 X 38 1/4 Frame Color:White - Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON, Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 243 nergyStar:-1234.0000 CondensaVonResistance:-62..Q000 F.:--a440 SolarHeatGainCoeff 02300I VT:0.5300 VTCOG:0.6300 Location:dinning rm upper Notes: 021 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (22.00) 2.00 10 Configuration:34.5X38.,5/8"FL,W,7/8 LIG,CL ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 I=,2'- Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:34.5000 Height:38.0000 Actual Size:34 1/2 X 38 Rough Masonry Opening:361/4 X 39 r Sx ) Wood Frame Opening:34 3/4 X 38 1/4 Frame Color:White or e Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber•FL 243 Energy,lar J234.0000 ondensationResistance�62 0000 =U)24Q0 solaiHeatGainCo ff 0:2309, VT:0.5300 VTCOG:0.6300 Location:dinning rm upper Notes: http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport... 5/17/2016 r� PW6520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price �/' (23.00) 2.00 Configuration:29.5X38.,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,_,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:29.5000 Height:38.0000 Actual Size:291/2 X 38 Rough Masonry Opening:31 114 X 39 I.A Wood Frame Opening:29 314 X 381/4 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:718"LIG(1/8 AN-7/16 ARG-5116 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAW.14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 243ner yStar�234.0000 CondensationLesistance:62.0000 EUF=022 00 .- ofarMeaiGairiGoeff_0.`231)D� VT:0.5300 VTCOG:0.6300 Location:dinning rm upper Notes: 0023 MULL MULL BARS Ordered: Sell Price Ext Price (24.00) 2.00 Configuration:,62.,WHITE,.5FLANGE,SERIES 700,MULUCLPS,45 BAY MULL,4 Product Family Series:700.0000 Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCLPS Frame Type:.5FLANGE Mull Bar Type:BAY45 Mull Clip Qty:4.0000 Mull Clip Type:CABAY45CLP Size Selection:CUSTOM Length:62.0000 Frame Color.W Location:dinning rm Notes: 0024 MULL MULL BARS Ordered: Sell Price Ext Price (25.00) 2.00 Configuration:,42.,WHITE,.5FLANGE,SERIES 700,MULUCLPS,45 BAY MULL,4 Product Family Series:700.0000 Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCLPS Frame Type:.5FLANGE Mull Bar Type:BAY45 Mull Clip Qty:4.0000 Mull Clip Type:CABAY45CLP Size Selection:CUSTOM Length:42.0000 Frame Color.W Location:dinning rm Notes: //2 125 AR5520 VINYL ARCHITECTURAL 5520 Ordered: Sell Price Ext Price 26.00) 1.00 Configuration:23.X23.X.X.,5/8"FL,W,OC,7/8 LIG,CL,ARG,SB 70XL,OB4OUTSIDE GLZ,NO GRID,EQUAL,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Shape:OC Shape Orientation:EQUAL Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:23.0000 Actual Size:23 X 23 Rough Masonry Opening:24 3/4 X 24 Wood Frame Opening:23 1/4 X 23 1/4 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:1/8"-5/16" Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/6"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:OBSCURE Glass Spacer Type:SS Grid Type:NO Grid Colonial Color.W Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 243 EnergySta f�34.0000 CondensationResistance;82.0000 9 lbolar .atdainCocff`02300 �IJF:`02400 VT:0.5300 VTCOG:0.6300 Location:bath 2 Notes: http://ww2-exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport... 5/17/2016 rage Y of i i 0 6 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: Sell Price Ext Price 27.00) 1.00 Configuration:59.X58.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO GRID,XO,1816K,AUTO,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:15-0903.10 Package Selection:ENERGY Frame Type:.625FLANGE Unit Configuration:XO Size Selection:CUSTOM Size Ref:ACTUAL Width:59.0000 Height:58 3/4 Actual Size:59 X 58 3/4 Rough Masonry Opening:60 3/4 X 59 314 Wood Frame Opening:591/4 X 59 Egress Opening:25 3/16 X 53 13/16(9.414 Frame Color.White SQFT) Glass Family:Laminated Insulating Does unit need to meet Turtle Code:NO Interlayer Type:PVB090 Glass Type:1/8"-5/16" Glass Makeup:LIA207AA5 Argon Gas:ARGON Glass Color.CLEAR Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Privacy Glass:NONE Low E:ENERGY SHIELD MAX Grid Type:NO Grid Glass Spacer Type:SS Screen Frame Type:ROLLFORM Screen Type:1816 Charcoal Vent Latch:N Anchor Group:C.HR5510 Decralite:N Type Lock:Snap Lock PositiveDesignPressure:50.0000 CAR#:15-0903.10 PANumber:FL-242 NegativeDesignPressure:50.0000 ondensationResistance-60:0000 Ener Star;.123.0000 olarHea 6amGoeff 0 2100 DEMO VTCOG:0.6300 VT:0.4700 Location:bed rm 2 Notes: /(28 7 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price 00) 1.00 Configuration:26.25X58.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. } Certification Type:MIAMI NOA Selection:14-0930.25 „ Package Selection:ENERGY Frame Type:.625FLANGE / Size Selection:CUSTOM Size Ref:ACTUAL 1 Width:26.2500 Height:58.7500 y Actual Size:26 1/4 X 58 3/4 Rough Masonry Opening:28 X 59 3/4 Wood Frame Opening:261/2 X 59 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CARM 14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber FL 243 EnergyStar:1334.0000 C_ondensabonResistance-62.0000 IJF O 2400 Sala-ieAd&nCoeff 0`23QQ-,? VT:0.5300 VTCOG:0.6300 Location:bed rm 2 Notes: /(29.00) 028 PW6520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price 1.00 Configuration:27.25X58.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. k; Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:27.2500 Height:58.7500 Actual Size:271/4 X 58 3/4 Rough Masonry Opening:29 X 59 3/4 Wood Frame Opening:27112 X 59 Frame Color:White { Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PV8090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#-14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 243 E ergyStar:1234.0000 C.ondensationResistance:_62.0000 �Or240Q�' 55- r§-. Ga Coeff_0.230_E� VT:0.5300 VTCOG:0.5300 Location:bed rm 2 Notes: http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport--- 5/17/2016 Page l U of 11 29 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Sell Price Ext Price (30.00) 2.00 Configuration:53.25X47.,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 { Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:53.2500 Height:47.0000 Actual Size:53 1/4 X 47 Rough Masonry Opening:55 X 48 Wood Frame Opening:531/2 X 471/4 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL 243 Ener yStar:1234.0000 CondensabonResistance:62.0000 1 UF:a0 240 SofarHeatGainCoeff 0:23D0 0 5300 VTC6G 06300 ' Location:garage Notes: 0030 MULL MULL BARS Ordered: Sell Price Ext Price (31.00) 1.00 Configuration:,52.,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 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 Mull Clip Qty:2.0000 Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Length:52.0000 Frame Color W Location:garage Notes: 0031 AR5520 VINYL ARCHITECTURAL 5520 Ordered: Sell Price Ext Price (32.00) 2,2,xy I �-b &5� - 1.00 Configuration:81.X40.5 . .,5/8"FL,W,HC,CL.ARG,SB 70XL,OUTSIDE GLZ,9/16"GBG,HC4L,SUPERSPACER,.,.x. Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Shape:HC :dw.. Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref.ACTUAL Width:81.0000 Actual Size:81 X 401/2 Rough Masonry Opening:82 3/4 X 41 1/2 ti Wood Frame Opening:81 1/4 X 40 3/4 Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:1/8"-5/16" Tempered Location:UNIT Interlayer Type:PVB090 Argon Gas:ARGON Glass:1"LIG(1/8-TMP-7/16 ARG-7/16 AN/AN Glass Color.CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:SS Grid Type:9/16"FLAT GRIDBETWEEN GLASS Colonial Color:W Grid Style:CODE Grid Pattern:HC41- Decralite:N Privacy Glass:NONE CAR#:14-0930.25 PositiveDesignPressure:70.0000 NegativeDesignPressure:70.0000 PANumber.FL 243 LrgyStac:1234.0000 Con60,densationResistance.. 00 02w400� SolarHeafGainCoetf^0',210 VT:0.4700 VTCOG:0.6200 Location:entry transom Notes: Products Ordered Total Quantity PW5520 22 SH5500 3 MULL 7 AR5520 3 HR5510 3 http://ww2.exoquote.com/exoquote2/Reporting/(S(kskouebogseisrgwsv2fvaij))/ExoReport... 5/17/2016 M IAM I.DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagLgov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series f15500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.05 M1AM1aADECOUPtTY Expiration Date: July 30,2020 7 f 2o�J� Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Repoli No. FTL-7964, dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). M&uelpeez,P.E. Product Contr4ftaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 B-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No: 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(CIear and White) Glass Interlayers"dat6d 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and-Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51h Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel er z,P.E. Z/ Product ControlUaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28418*MAX O.C. MAX.O.C.�~ 54'MAX.BUCK WIDTHORARCH-TOP RADIUS-TOP MAX.O.0VARIES PER REINFORCEMENT LARGE&SMALL MISSILE AX.FROM 30, 12'MAX. W NDOINTYHEADER PEFSORALL HEADER( ME SEAM / ) LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT WINDOW TYPES)7e7lt3 I B.SEE�.___. MAX.O.C. ' SHEET3 � 52-118'MAX.BUCK WIDTH A•SEE f'—' _n 10'MAX.FROM I SEE SHEETS �r 1-114' B.SEE�._._._.f+-30'MAX.O.C, 72. SHEET3 1 'FIXED VISIBLE 1Y MAX. FRAME SEAM D.SEE —I 8 89 1 SHEET3 �— SHEET4 1 I LIGHT WIDTH A.SEE —" 1 1 SHEET3 BSEE 30'MAX.0.C.- —12"MAX. C.SEE tY MAX. f SHEET3+ 1 FIXED SHEET4+ f / + EQUALLY j ! / VISIBLE �— A,SEE l / 12'MAX EQUALLY II 17-7/B'MAX.O.C. SPACED I I LIGHT 17-71W MAX.O.C. SHEET3 ANCHORS PER ` SPACED / �_ TABLES fM1 I , /HEIGHT I_ EQUALLY 17-7B'MAX-O.C. / ANCHORSPER D I I I 81.78' SPACED / TABLES 9.11 I j j MAX. ANCHORS PER j 84' ` 84 2. BUCK TABLES 9-11 I / MAXi I BUCK —� MAX —f— HEIGHTHEIGHT 10'MAX O.C- BUCK 10'MAX.O.C. 10'MAX O.C. BUCK AS SHOWN X Q HEIGHT X ! 4 __LT x 4 HEIGHT I x I 4 L I / 13-3/4'MN(.O.C. 1 EQUALLY 13-314'MAX.O.C. EQUALLY 'SH 13.314'MAX.O.C. EQUALLY I T I , SPACED SPACED VISIBLE _L SPACED L---- SEE } ti ANCHORSPER ANCHORS PER I / LIGHT ANCHORSPER / SHEETS J ! / TABLES 9-11 A� TABLES 9-11 HEIGHT A� TA9lFS 9.11 i 8&9 C I MAX6-12'MAX 6.12'MAX1 1111 . NORSATSILL NO ANC -� Bs_-- NO ANCHORS AT SILL B NOANCHORS AT SIL 0�— 1 V4, J `\I SEE SILL WEEP- J SASH VISIBLE SEE SILL WEEP- �SEESILLWEEP- SE NOTCH DETAILS, LIGHT WIDTH NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS NOTCH DETAILS. SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES.......-.._..._.._..1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATIONS........._................. ...1 4)ALL WOOD BUCKS LESS THAN 1-1/0 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1412"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS......................—....2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEG/BOX..............3 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL................4 7)DESIGN PRESSURES: GLAZING DETAILS......................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................8-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES....._..._..11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS I ASSEMBLY&PARTS LIST_.__.12-1 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. approve)ss complying vith Lh. 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NCA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF Fforida d ng C CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSUAF&PA NDS&ALUMINUM DESIGN Dale gnt 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL LYNN ReNsed By: Date; Revfaron: Neral n eProdu`ctC USER INSTRUCTIONS: �(�•'' Eels <<F �'� � GGd'�4@G 41c F '•.P 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. `T '•.3!�� ReHeed By: Bate: Revision: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. '%T N0.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ' r - PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW a — ® DescripRon: Drone W. OPENING OBTAINED IN STEP I. -'O �$•;'L(1� GENERAL NOTES&ELEVATION J ROSOWSKI 7 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORBUBSTRATE WILL MEET REQUIREMENTS FOR F j 1 1070 TECHNOLOGY DRIVE Title. Dote: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSET ARE MET. %0N'•,• F(ORIDp•,•'�j�� N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. �i���S/ LOR•• `r`� 1'1 (941)-480-1600 S'er/ee/I/odel: Scale: Sheet: Drawing No. Ray. INTEGRAL F N OR EQUAL LN PRESSURE EGBOXj.TING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. r A�L•YNN 0 587 5 P.E CERT.OF AUTH. 129296 SH-5500 NTS 1 OF 13 MD-SH5500-01 P,E.868705 TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design pressure Types Options Configs. Shapes Installation Options that may be used Type Table* Sheet* (sue Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718'Laminated I.G.:118 A Exterior Cap+7/18'Air Space+5t18 Laminated;(2)Utes of 1/8'A Glass with.090"PVB Intedayer 4,5 6 6 718'Laminated I.G.:118'T Exterior Cap+7/15'Air Space+5/18 Laminated;(2)Utes of 1/8'A Glass with.090`PVB Intedayer 4,6 6 ....Into 2X Wood FramelBuckstrip-sheet 3,option 1 Equal-Lite, Arch-/Rect., 7 7/8'Laminated 1.0.:3118'A EzleriorCap+318'AlrSpaee+5118'Leminated;(2)Liras of 118'A Glass with.09D`PVB Intedayer 4,6 6 Flange Through the frame....into Concrate/CMU-sheet 3,option 2 (#2) 5-16 Od Cottage Arch Topp of the window. B 7!8'Laminated I.G.:3118°T Exterior Cap+315`Airspace+5118'Laminated;(2)Ulee of 1!B'A Glass wrlh.090'PVB Intedayer 4,6 6 8 Cottage Rectus Top "'•' •••.through 1XBuckslrip NIO ConuetelCMU-sheat 3,option 3 9 718 Laminated I.G.:1/8 A Exterior Cap+7/18'Air Space+5/16'Laminated;(2)Utes of 118'H Glass with.090`SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 71W Laminated I.G.:118'T Exterior Cap+7118°AG Space+6118°Laminalod;(2)Liles of 1!8 H Glasa with.090'SG Intedayer 7 7 Box 1 Equal-Lite, Squ ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 .... 11 7/8'Laminated I.G.:3/16'A Exterior Cep+3/8•Air Space+5116'Laminated;(2)Liles of 1/8'H Glass with.090'SO Intedayer 7 7 Equal-Leg 6-16 OdeUPrrniew Arch-Top l.,Arch-Top 8 Through the frame into Concrete/CMU-sheet 3,option 2 12 7/8'Laminated LG.:3116°T Exterior Cap+318•Air Space+5116'Laminated:(2)Utes of 118 H Glass with.090'SG Intedayer 7 7 (#4) 8 Cottage RadlusTop of the��""-' ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 718 Laminated I.G.:118'A Exterior Cap+5116'Air Space+7116•Leminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 71W Laminated I.G.:1l8 T Exterior Cep+6116'Air Space+7116'Laminated;(2)Liles of 3/18 A Glass with-090'SG Intedayer 8 7 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 15 7/8'Laminated I.G.:3116'A Exterior Ca +114'Air Space+7118'Laminated, 2 Liles of 3/18'A Glass with.098 SG Irdeda r EqueFUte, Squafe/Rect.,integral in...... Cap pa -() Ya 7 7 J�Cfrannel ....Into Melel-sheet 4,option 7 18 718'Laminated I.G.:3118'T Exterior Cap+114°Air Space+7118'Lamirreted;(2)Utes of 3/16'A Glass with.090'BG Intedayer � 7 7 (#1} 5-8 OdelfPnrAew Arch-Top 8 8 Cottage RadiusTop Through the Same_.Into 2X Wood Fmme/Buckstdp-sheet 4,option 8 01 the window...... ....Into Meta(-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,9.11,13 Through the ...Into 2X Wood Frame/Buckstdp-sheet 4,option 5 Min.Edge Min. 8 15 MAY NOT BE USED IN Equal-Lite, Square/Rect.,integral fin... Group Anchor Substrate THE HVHZ ABOVE 30'. Integral Fin 5 s9 into Metal-sheet 4,option 7 p Distance Embedment' • (0) 8 OrieUProMew An MTop 8 Through the frame Into 2X Wood Fmma/Buckstdp-sheet 4,option 6 8 Cottage Wus Top of the he P.T.Southern Pine(SG= . ) 7116' window...... ,•-.into Metal-sheet 4,option 8 #,18-8 S.S.SMS Steel,A36• 3/8" 0.050' FA (Steell, 'MIN.OF3THRD.S 'A=ANNEALED or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga,) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES *H'=HEAT STRENGTHENED A Aluminum,6063-T5' 318" 0.050" SUBSTRATE.FOR T=TEMPERED P.T.Southern Plne(SG=0.55) 7/16' 1.318" STEEL STUDS, •PVB'=.090'BUTACITE®PVB MIN.Fu=45 KS18 BY KURARAY AMERICA INC. 3116"steel Uitracon Concrete(min.2.85 k9i) 1' 1318° MIN.Fy=33 KSI. /// l Ungrouled CMU,(ASTM C-90) 2-112" 1-1/4" % 2 0 4 0 'SG-=.090-SENTRYGtAS® P.T.Southern Pine(SG=0.55) 9116" I-Te, 'UNGROUTED CMU' INTERLAYER BY KURARAY #12 SMS Steel,A36' 318' 0.050° VALUES MAY BE r' BOX OR Q AMERICA.INC. B (steel,18-8 S.S. USED FOR GROUTED �/ Or 410 S.S.) Steel Stud,A653 GL 33' 318" 0.0451"(16 Ga.) CMU APPLICATIONS. / FLANGE EQUAL- Steel PVB AND SG INTERLAYERS MAY Aluminum,6063-T5• 318" 0.063" EOUAL•UTE ORIEL COTTAGE ALSO BE MANUFACTURED BY Concrete(min.2.85 ksi) 1' 1-314" KURARAY AMERICA INC. C 114°steel Ullracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114' FIGURE C:FRAME SHAPES 114"steel Cretellex Concrete(min.3.35 ksi) 1" 1314" —rI BUCK WIDTH --r{BUCK WIDTH I�— {BUCK WIDTH 1/4•steel Ultracon Concrete(min.2.85 ksi) 2-112" 13/4° TM 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1° 1316" Tr F i 1 3 114'steel Creteflex Concrete(min.3.35 ksl) 2-112' 1314' U Ungrouted CMU,(ASTM C-90) 2-112" 1-114' _ = o = ___ J CHANNEL1�N�D 114"steel Cretellex wOP.T.Southam Plne(SG=0.55) 1" 1318" J6114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-12" 13/8" Co / + / 1/4'steel Aggre-Gator P.T.Southam Pine SG=0.55 11 1 Grouted CMU,(ASTM C30) 2` 2" 1RECTANGULAR I RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED,SHAPES MAY TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FlN BE USED BY INSCRIBING THE SHAPE W ABLOCK AND OBTAINING Fludds d ar romplylagw116 tb• Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Dat. ng C Group Anchor Substrate Distance Embedmone THE TABLES ON SHEETS 8-10. Dare 1II1 110A- E 2-112*x.131'Common Nall P.T.Southern Pine(SG=.55) 31W 2-7118' LYNN M/ /J/, Re»sed ey Oahe Re»sron: m1 a Pradau C 2-1/Y Ring-shank Roofing Neil P.T.Southam Pine(SG=,55) 318' 2-7/18' \�,\Z.•.••�CENs@''•.• � �'. P.T.Southern Pine(SG=.55) i/2" 1-316• QZ: ReWed By. Data: Revhton. #10 Trusshead SMS Aluminum,606375• 318 0.050' t4o.55705 (steal, S.S. Steel Stud,Gr.33' 31W 0.0451'(18 Ga.) — 0_ ® Daxdptbn: Drown er or 4100 S.S.)S. F steel,A36• 3I6• 0.050" hilt AOS SEYOND =-o ' � )5 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9/16' 13)8° THE METAL '•, rt TE T Z 1070 TECHNOLOGY DRIVE Doe: Gate: #12 SMS Aluminum,806375' 318 0.�3° SUBSTRATE.FOR O F'LOR\�.•'' C7.` ,o ..•, ° N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33' 3/8 0.050` STEEL STUDS, '�,FSS ; ``\� (941)-480-1600 Of 410 S.S.} MIN.Fu=45 KSI irk(�IRNA�1`��` Sebe/Akdei: Scrota: Sheet: Dmrfng No. Rar. Steel,A38• 316• 0.050' MIN.Fy=33 KSI. A.LYrll4 L�U P.E. CERT, OF AUDI.JM96 SH-5500 NTS 2 OF 13 MD-SH5500-01 P.E.a 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. 'OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT r FRAME INTO 2X WOOD 114'MAX SHIM FRAME OR BUCKSTRIP. I 16 1/4'MAX SHIM SEE NOTE 2,THISSHEET. OC� EMBEDMENT �� 18 LIGHT VISIBLE Y IDBTF�1 17 0 EDGE FLANGE FRAME EDGE a DISTANCE DISTANCE SHOWN D i .-..� (� 44 BALANCE 11/4'MAX TYPE VARIES - - TYP.ANCHOR SHIM TYP.ANCHOR T 42 WITH SASH a TYPE, EMBEDMENTOGAND WEIGHT 54 EMBEDMENT 2 NP.ANCHOR TYPE, EOG /JQ 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER LJLJLJ 37 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE n , t-t� - EDGE II,J' I� SUBSTRATE. 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR pLTEpR - .' DISTANCE TABLE FIXED VISIBLE 4 2, 87 SHEE • _I FIXED 19 20 OPT.SASH TOP FLANGE �I LIGT WIDTH �� EQUAL VISIBLE LIFT RAIL FRAME 2 LEG/BOX LIGHT 1 NOTES: SHOWN �� BUCKWIDTH FRAME HEIGHT FOR ALL WINDOWS: 1 1 ANCHOR @3.5S' HORIZONTAL SECTION A-A SHOWN qg I 48 FROM END AND AT 1)USE ONLY O t 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38'WIDE: SHEET 2.FOLLOW EMBEOMETAND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 45 46 47 SCREWS @16-31W INSTALLATION OPTION SHOWN MAY 14 OFROM END. BE USED ON ANY SIDE OF THE 35 WINDOW. 0 FOR WINDOWS WITH 114'MAX. BOTTOM LOCKS: SHIM #10 0R 112 STEEL 1W MAX. BUCK 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE S ELF-DRILLING SHIM HEIGHT SCREWS Q 8318' USED INTO WOOD AS PERTABLE 2, ,SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS 2, Q� 30 THAN 1-12'THICK ARE TO BE 2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS y DEPICTED AS 2X ARE 1-12'THICK OPT. 88 + 18 USE EITHER OR GREATER IX AND 2XBUCKS 85 LATCH OR (WHEN USED)SHALL BE DESIGNEDJJJ/JJJ L_1 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL a INTERIOR 01 31 30 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP FROM SASH EN/r DESIGN AND D. RESPONSIBILITY BIILIITYTALLATION IS THEF THE ENGINEER SHOWN 3 SHOWNFRAMNOTCHES AT 80 3 EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 88 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 67 OPENING)IS MEASURED FROMApproved as compt)iaguitb M6 ' Q 1/4MAXSHIM ANCHORED THROUGH ANCHORED THROUGH FlGdd"a dd C EQUAL-LEGIBOX r---��1BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL FRAME SHOWN o—JL_J 1 I I I J 1! NOAG `\\����OTyY LYNN iRevfsed Sr. a RevJeJac 1 de P ad .27'X1.25' NOANCHORS . Q�;•' V\CENSF''•,f��� 8y WEEPHOLE .. REQUIRED IN VISIBLE LIGHT FORMULAS y'T: -M1 RoNaed By: Date: Revfelon: WICOVER(d) 38 '• .• ' FLANGE OR - No.58705 = 2.8T FROM O _ EQUAL-LEG WIDTH = EACH END. FRAME SILLS ' @SASH:BUCK WIDTH-8.12• _-O:� ® OeecAptlon: Drasn tTy: QFIXED LITE:BUCK WIDTH-4a/e' .;� : 7 )S ` FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI Ute•.• STAeL-OFHEIGHT(EQUAL-LM �� 1070 TECHNOLOGY DRIVE Tine: Data: SUCK T2-3-15HS i�S '•F�ORtUA,.•' �� N.VENICE,FL 34275 VERTICAL SECTION B-B �c��, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ""/o/N1A1I-�o' (941)-480-1800 ' 'A.LYNN MILLER,P.E. Sores/Modeh Seale: Sheat: Orashg Na Rer. P.E hlLL`E5 CERT.OF AUTH. #29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �- EDGE DISTANCE ANCHORED THROUGH INTEGRAL Ir EMBEDMENT /� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR Q 1W MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1!4'MAX SHIM SHEET. TYP.ANCHORTYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE �� 18 LIGNTWIDTH �0 17 FRAME 1 DISTANCE PER SUBSTRATE, SHOWN .1 SEE TABLE 2,SHEET2. - —� ('�-- o (SCREW SHOWN) D 44 BALANCE _ EMBEDMENT u�OQ TYPE VARIES - - - a� ��----�J 1!4'MAXSHIM 42 WITH SASHEDGE o 1 TYP.ANCHOR TYPE, DISTANCE /—I WEIGHT 54 30 EMBEDMENT AND EDGE L� DISTANCE PER SUBSTRATE, �_ Q 31 a O SEE TABLE 3,SHEET 2. 18 (NAILSHOWN) I11�I++II�f - / E7CfpilOR 87 3 EMB ANCHOR TYPE, -R— INTEGRAL EMBEDMENT AND EDGE T U FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP J-CHANNEL LIGHTWIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH wl 48 46 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 I OVER 38'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUM WUMISTEEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMITS.ANY 1/4'MAX' ADD ADDITIONAL SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 83,SHEET 2. 45 46 47 SCREWS @16.38' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCKBOTTOM LOCKS: 810 OR#12 STEEL 114'MAX. HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY LING SHIM SCREWS @ 8.318' USED INTO WOOD AS PER TABLE 2, SEE 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS &3, 30 THAN 1-1/2'THICK ARE TO BE 2SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 ORBOTSHOTOM DEPICTED AS 2XARE 1-1/2'THICK OPT. B6LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS(2)1- 81 30 65 63 TESTED UNIT TO PRO ERLY TRANSFER LOADSEN USED)SHALL BE DAND/OR INTERIOR LOCATION:6518' TO THE STRUCTURE.WOOD BUCK �n1J.J-SHEE-T FLANGE REMOVED a FROM SASH END. UD�o IN-FIELD ��o WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN (� EACH END. tl'lll NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 F>�a Mtlh OPENING)IS MEASURED FROM Approval av com I ANCHORED THROUGH FRAME INTO METAL 1/4'MAX Op BEADING TO BEADING. ANCHORED THROUGH Florida uld ag e INTEGRAL FIN Or-tf-4 INTEGRAL FIWFLANGE REMOVED FRAME SHOWN SHIM 11111 I I I I ll7 INTEGRAL FlN INTO METAL ( ) Date o N9AU. 27'X 1.25'WEEPHOLE T Oe,.•ENSF I,/CSF Revised By: lMle: Revision: emlDade P`aloU Cotror 38 WICOVER @ 2.07' IT 1C FROM EACH END. `�— VISIBLE LIGHT FORMULAS `1Y •'•�'�= Revised W. Dote: Q No.58705 -_ TYP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENTAND EDGE WIDTH DISTANCE E PER SU,SHEETT2. @ASKBTE:WIDTH -6.1 -4.38' �•,�17*717-!, l am ® Description:-+1 EMBEDMENT @ _ ; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI ��T (SCREW SHOWN) HEIGHT(EQUAL-LITE) �<•'•.�C ORlO?,•'-G\�y� 1070 TECHNOLOGY DRIVE 7RM: Dote•. OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTn-3.15!15• �''�S`SlpNA1-tE```'\ N.(9V4N'cEo 164�27s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- I I i l l 1 Sertes/Modek Seale: Sheet: Omving No. Rev. I STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF AM. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 P.E.068705 --►{ 7/8'NOM. 718•NO 7/8"NOM. -+{ 718'NOM. 718'N 5/16"A/A PVB I I 5/16"AIA PVBI 5/16"A/A PVB 5/16"A/A PVB I 5/18"H1H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS 3116"A GLASS 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�-{ 718'NOM. 7/8•NOM. 718'NOM. 718'NOM. 718'NOM. 5116"H/H SG I 5/16"H/H SG 5/16"H1H SG I 7/16"A/A SG I 7N 6"A/A SG —fm 7116"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE- 1/8"T PACE1/8"TGLASS 3/16'A GLASS 3116"T GLASS 118"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. 718"NOM. 7116"AIA SG 7/16"A/A SG 1/2'NOM.GLASS GLASS TYPES 9THROUGH 1/4"AIRSPACE 1/4"AIR SPACE OOROOR 78 BITE 7YP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES aEXTERIOR G]EXTERIOR GLASS TYPES 5.7,9,11,13 DURASEAL, DURASEAL, 31 ' 811 TN 5 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75 THE HVHz ABOVE 30. CARDINAL SPACER I I I CARDINAL SPACER Appmved es complying VAth lb� a GLASS TYPE 15 GLASS TYPE 16 FiVPmduc-f!K2DL- 5 38 30 xONi LYNN Q.1 Revised 9y: lMte: Ravlakm •M Revised By: Dole: Revision: zT' • �• '^. ,. GLAZING NOTES: _ No.58705 '. ^ A=ANNEALED //� �1 ,0 - ® Deeerip9on: � +BY• TVP.GLAZING DETAIL •H'=HEATSTRENGTHE�pNED -"O ; GLAZINGDETAILS J ROSOWSKI -r=TEMPERED 090'BUTACITE-w BY KURARAY AMERICA,INC. '�Q S .� 1070 TECHNOLOGY DRIVE TRfa: Dale: •sG'=.oso•SENTRYGLA BYKURARAYAMERICA INC. �� ' FCORtOP.•'�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. /pS7�IV/�1; ` (941)-480-1600 Sod /Abdel: Scute: Sheet Drawing No. Rer. A.LJd4I.II�LER•P.E CERT.OF AUTH. 029496 SH-5500 NTS 5 OF 13 MD-SH5500-01 P.E.d 58705 TABLE 4: TABLE b: TABLE 6: of.rlyp9s Dealgn Presaure,lbeffe Ola OTypa Bottum 3mn 81 tlddd Deargn Pressure,ante O1.n Typ.. Design Pressure,maMT 5,9,74,.5 MInLLmI 00e�t0° R.W M) IwleoxBwk vden 5,768 0-$9.0 B2 �OWO Rogz 1.48 SLI25 .6s.0l ao.o MInL l.ewi 235 Egd 11500 +BSD -70.0 4861) -7010 MNL L. Rz fror.e x5ndeeand an0.irta RI F".13 vdMovi8 4,559 alzn w 6dCeff 14vd .0a 14517.15870 +65A •70.0 4861) -70.0 SEE TABLE 9.SHEET 8 FOR 28 Egutf9s 11.583.14,515 •55.0 -700 4850 -TOA SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. SU d dpw4ee 1I.Mmi1.582 4m.O -7010 •aso •70A ANCHOR GROUP AND QUANTITY. TwIsm 23.517-8280 +850 -70A +a60 •70A StsMaN CaO.00 MA0-2]510 165.0 •700 +e5D 70.0 31.315 E9.11le 17511-20.957 •05.0 -70D •85.0 -760 Sta„drd RW- 14577.17510 +850 -MO +65A •70.0 SMdmt i15T7.14S18 185.0 •70.0 1851) •70.0 TaBxt 27510-31.911 46510 I-70.0 I+OSA •700 0.1-Sart 28.517-27.51)2 +05.0 1•70.0 1+060 -700 HEADERSt.1d dCanape 23517.21810 05A -70.0 •55.0 -70A HEADER 44 Egn181. 2059.23516 +85.0 1-70.0 .85A -MO 23 StsndardHodes 17577-20518 4650 1-7010 4550 -70.0 23 Mt.m Str. 14517-TL5i6 485.0 I-701) .86.0 •70.0 S6ats.l 11977-14 518 •05.0 •70A 465.0 •70.0 e Tant 31510-35911 4850 -700 +650 •700 Star6rdOaam, 23517-31.507 +05.0 •70.0 +56D -MO O 0 O MEETING BALL Egaft 21517-10518 •65.0 4010 •55.0 •700 MEETING RAIL O o 4e sl.wa0A.4a., 17517.2o51e 44,5.4, •%o .ISD -70.0 25 0 Cmlan Etre 14517-17.518 ,85.0 -70.0 110.0 -70.0 � 27 ° C.-airs 12517.1458 +65.0 -70.0 •65A -7010 EXTERIOR ExrEROR pp Gro.I 113".1258 485.0 -700 .MO -roD T.%g 33200.37530 4850 -701) 1050 --MO �J e v 23 W d dCMWp MIT-Mal +w0 -n.0 -mo •70.0 23 O 0 JAMB Eqc[Io 73517-20.51. 155.8 -7010 +850 •100 JAMB Cuslsm Six. 205n-23516 .05.0 -70A -MA •760 EXTERIOR SASH 49.@5 Stawtd P-im 17.517-17519 405.0 •70.0 465.0 -70.0 EXTERIOR SASH a HEIGHT fi.lom etre 14517-1758 •850 •70A +BSD -700 `2 HEIGHT G.tam Sir. *517•"It 185.9 •70A +5" -70.0 Mrtesl 11971-12510 485.0 .70.0 410.0 .700 Q T.1wa 38517.41.044 405.9 1•70.0 +&0 1-700 1O 23 swmdCoMme 3151?-XW8 1650 1-760 4050 1-70.0 23 Egelue 28577.31510 .MO .700 4060 -700 SILL O stana.d wwtaw 235n•2a51e .eSA .70.0 •MO -70A 02 20. SRL Cualam 6ize 517.2].618 405.0 -70.0 42011 •70.0 Cuelan s¢. 17517.21.510 .e&0 -701) 405.0 •701) Cmtom Sfzo 14517-17.518 .05.0 •70.0 •65.0 -06.1 C.50Yn51m 1].017-14516 +65.0 -70.0 +030 -01.3 b'llo4nt 11.809-13.010 +BSA •70.0 465.9 �a05 c 75.•1 39517-41.6m +05.0 •TOA 1+es.o -Too 0 C I..etre 30..517-311518 •CSA .700 4850 -701) Eg.N'de 35517-38518 46SO •70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH 75 C.1-St. =617.355t0 +550 -70.0 +83.0 -10.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 sland>Sheds,. 29.6n-32515 .65.0 .70A 4a5A -700 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 p.bmsao 20.517-20.518 495.9 -700 +65.0 -875 REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE stutoal 25516.28.618 +560 40A •10.0 465 APPLY TO ALL FRAME TYPES 8 APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS} eg.w7a 98517.41.061 •sso -701) •es.o •700 CONFIGURATIONS) e4 Cmtam Sao 33.517.38.510 .6510 -700 •06.0 -679 4pprgved 05 complying with tf. swwra 10.9ie-35515 •es.O -xu .BSD •66.5 Florid a Hiding' e 01.70 Teas! 41.eN +6+.0 4010 +BSA �5 D.I. llftfIr SEE TABLE T0,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ROAfl Revised W. Dote: Revision: M ami Dade Prod9a LYA1N Q��'• OCENSP 7tc •.,.P � RevLTed W. Dote: Revlefon: No.53705 :4 NOTES: _ ® Dsecrip00n: DrOdn B1a DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. A•, /s 'O STAT-OF ; [(/�: 1070 TECHNOLOGY DRIVE TWO. Datr. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ORION �C�� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN '� .S� NGS\ (941)-480-1600 ,, O , Sertes/5fodoL• Se01e: 571651: OratrGlg No. Rex. ON THE TABLE. A U1' y40R;P.E. P . 58705 CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 TABLE 7: TABLE 8: n, sl.ei . edl.ma&an Des nPressumlb6R47 BIz le&Is fadbel6aM Smn Nd9t4 Design P7e66Ure,Ibeht7 13814 S41hH.10d b somtte,nl k.0la.Pl ii-pon) N1daw8u.kVfth ReW.LM.I WOW.RR�a R+a9.IW WYMa7Bu.tWWS 3 upb40 45 52175 bt 3 18 21 1 32 1 36 1 40 1 4s 1 52125 1 54 215 Eq.dA. 11.301 .7429 410.0 +70.0 410.0+70.0•110.0 +70.0 410.0 235 Eg09. 11394 •70.0.110.0 •70.0.110.0 1.70.0 410.0 1•70.0 410.0 •70.0 410.01-70.01410.0-70.0-11&0 -70-01-110.0 Stwdwd Cato9. 14.517-15.670 .70.0 4 M -70,0140. +70.0•110.0•70.0-110.0 Slan09dCa8.9. 14.517.15.870 •70.0 •110.0 -70.0-110.0 •700-110.0 •70.0-110.0 •70.0 410.0-7101410.0 •70.0-110.0 •70.0-110.0 28 Eg,d41e 11583-14.615 .700 4100 .70.0 410.0 .70.0•11Q0 -MO 41DO 28 EOu1146. 11.583.14518 •70.0 •1/0.0 •740-110.0 +70.0-110.01-70.0•110.0 •70.0-110.0 -70.0•110.0 .TD.O•1141a •70.0-1110 siardad P-i- 11.377-11.582 .700 -110.0 .70.0•110.0 +70.0 4100 +70.0 410.0 Slandud P0.14•s 11377-11.602 •70.0 410,0 -70.0 410.0 +70.0-1100 •78.0•110.0 +70.0 410.0•70.0-110.0 •70.0 410.0 •70.0-110.0 HEADER Lemli 23.617-25185 170D .110A +70.0-11&0 .70.0 41QD 470.0 410.0 T.9o1 21517.25188 •70.0-110.0 +70.0-010.0 .700-110.0 .70.0-110.0 •Tao-110.0 •70.0-110.0 -7Oa-110.0 470.0 410.0 St.Mad Cope 2QQW-23.516 .70.0•1DA .M.0-1100 470.0 41110 .70.0 410.0 81md21d C08a9a 20.$6-23.616 •70.0-110.0 •70.0 410.0 .70-0 410.0 •10.0-110.0 •70.0-110.0 •70.0•110.0 -70.0•110.0 •70.0-110_0 25 37.375 Eq."I. 17.617-20.957 .70.0.110-0 .70.0•110.0 .70.0•line +70.0 409.0 37.375 Eq"W. 17.517.20.&57 •70.0 410.0 •70.0 410.0 -70.0-110.0 •70.0 40.0 •70.0•10.0 •70.0.110.0 •70.0 410.0 •70.0 409.0 OI.Mwd RW- 14.617.11315 NOD 4100 .70.0-11ao .740•11&O .70.0 40.0 SL,tlardvtWew 14617-17.518 •70.0 410.0 •70.0 410.0 .70.0•10.0 •70.0 41LD •70.0-10.0 -70.0 410.0 .70.0-110.0. •7ao-10.0 she d 1.377-14.516 .70.0 410.0 +70.0 4100 .710-COLO +7&0•1010 model 1.377-14518 -70.0•10.0 •70.0-10.0 •70.0 40.0 .7ao-10.0 .70.0-110.0 -70.8 410.0 •70.0-197.0 •70.0--,no 7.04,1 27.553-31.911 -700 •110.0 •740 -0aO .70,0 -910 .70.0 -OD.D 1.1.1 27.503.31.211 -70.01-110.0 •70.0-10.0 .70.0-140.0 .70.0•110.0 •110.0.110.0 .70.0 400 •70.0 -010 +?0.0 -00.0 rd. 28.517-27382 .700•1 fee .70.0 410.0 .70.0-110.0 .7ao 410.0 Culcmaae 25 517-2 7382 .70.0.110.0 •70.0-1100 •70.0.410.0 -700-110.5-70.01-110-01-70.0 410.0 •70.0-110.0 110.0-,10.0 0 0 MEETING RAIL 0D3o23.517-20516 .7ao•10.0 -70.0-10.0 +70.0•Imo .70.0.10.0 SI.Mrd4.B9. 23.617.25.510 •70.0•110.0 aa0 AWO •70.0-710.0 -00.0•110.0 •70.0 410.0 •70-0-110.0 •70.0-10.0 •70.0-710.044 . 2a5l7.23.618 +70.0 •110.0 .70.0 4100+700•10.0 .70.0 410.0 44 EOu"a 24517.23.516 •70.0•10.0 -70.0-110.0 •Tao-110.0 .70.0-10.0 •70.0-110.0 -70.O 440.0 +70.0-110.0 +700-110027 1- 17.517.20.515 .70.0 410.0 +70.0 4140 .7ao•10.0+70.0-10.0 S1anled ProUw 17.517.20516 •70.0-10.0 +70.0-11Do •7ao 4100 •70.0•110.0 •70.0 40.0.70.0 41" •70.0 410.0 .70.0-10.0 ETER10R. MAU-1.StB .70.0.110.0 .70.0 410.0 -740-110.0 +70.0 41DA cm-sks 14.51-17.616 +70.0-110.0 -70.0-110.0.70.0-110.0 +70.0 410.0 -70.0-10.0-70.0-110.0 -70.0 4tD.O •70.0-1110 Jt 11.377.14.518 .70.0 410A .70.0-1110 -70.0•107.0 1400•1010 SWUM 11.377-14.618 .70.0 4140 140.0-110.0 .700-110.0 •70.0-110.0•70.0.110-0•70.0 410.0-e-07.0 .7&0.03.0v31.5&7-35.11 .70.0 •110.0 +70.0 N.0 .70.0 -010 .70.0 -00.0 Taut 31.6&1-35.911 -70.0-110.0 •70.0 41/0.0 -700•1140 -70.0 41DO-70.0-110.0 70.0 199.0 -70.0 13.0 -70.0 40.0 25 aw 2451-31.652 -70.0•1100 +M.0-110.0 .RO-110.0.70.0 410.5 St.UdCN.9. 20.517-31.582 -7QD 410.0 140.0 410.0 -7040-110.0 .70.0 410.0 -70.0-11D.0 .70.0-110.0 -70-0 410.0 -70.0-110.0 .IAMB 20.517.25.518 -7029•110.0 140.0-110.0 -70,0•110,0 .70.0-110.11 Egd41. 20517-25516 -70.0•110.0 -70.0•110.0 -70.0-1100 +7 D-110.0 •70.0-111-0 •70.0-110.0 -7D.0•110.0 -70.0-t/D.0 EMBMOR SASH 45 S1.nd.d Ple4.w 17.61.20.513 +70.0 4029 +70.0-110.0 170.0•11&0 .70A-110.0 46 suni'm PI.New 17.517-20515 •70.0 4110 •70.0-110.0 •70.0•ilOo +70.0-140 .70.0-110.0 •70.0-110.0 140.0-110.0 -70.0-110.0 '� HEIGHT 014 lanshe 14.617-17.515 .70.0 Mae +70.0-110.0 140.0.110.0.70.0•110.0 Cudom Bb. 14.517.17316 •70.0•110.0 140.0.110.0.70.0•110.0 •70.0 4140 .70.0 410.0 -70.0•110.0 -70.0-110.0 -70.0•10.0 Cmlom sh. 12,617-14318 -7029 410.0 +70.0 410A .7ao 410.0+70.0-110.0 0.0'.at. 12517.14516 .70.0-110.0 .70.0 410.0 .70.0-110.0 .740 410.0 •70.0-110.0 •70.0 410.0 .70.01-110.0 -70.01410.0 SECTION DETAIL FOR fi s10d.11 11.514-12310 -7029 410.0 +70.0-10.0 •70,0•10.0 +700-10.0 gS sheam 1.371-12510 •700-10.D +70.0-10.0 +TOA-IWO -70.0 41DA -7D.O-10.0 +70.0•100 •70.0-title .7ao-1GA WINDOWS WITH TdlnI 31208-37.538 .700 -110.0 +70.0 410.0 +70.0 •910 +70.0 -00.0 0 7211.1 31208-373M +10.0-110.0 •70.0 410.0-TDA-110.0 +70.0-110.0 •110.0 410.0.70.0 69.0 •70.0 910 •70.0 40.0 Stmd dC.a.9e 74517.37107 .TOA •HOA .70.0-10.0.70.0•110..5 .7ao-10.0 S StandardCCe.9a 28.517-33207 -70.0•110.0 -70.0 410.0-70.0-10.0 .740•10.0 •70.0-10.0 •70.0-110.0 •7ao•1100 -70.0-tmo LEVEL R3 REINFORCEMENT 25 Equd4m 21517.20516 +70.0-10.0 +7ao-110.0+7ao•1140 .70.0-160 E4uaela 23.5/7.28518 .70.0-110.0.70.0-10.0.70.0-110.0 400.0•100 1440-110.0 •70.0-110.0 •70.0-10.0 .70.0-10.0 &GLASS TYPES 9-16 ppp C.. sh. 20.611-21516 .70A-140.0 +70.0 410.0 +Tao-10.0 +700-110.0 CudOm9he '00.51-23516 +70.0 410.0 -70.0•10.0-700-110.0 .7ao 410.0 •70.0-10.0 +10.0-10.0+70.0-110.0 •70.0-10.0 (REINFORCEMENTS SHOWN SILL O s1.,LL dRvd.w 1.517-•29.518 .70.0 410.0 +10.0-110.0 •70.0 410..0 -70.0.410a. 2 48.@5 Sled dP!Wmv 1.61-20016 •7ao-110.0 •70.0 410.0•70.0-110.0 •70.0-10.0 -70.0-110.0 .70.0•11QD •70.0•10.0 -70.0•140.0 IN FIGURES ABOVE APPLY CWlan sae 14517.17.518 .70.0-10.0 .70.0-10.0 +7ao•10.0 +70.0-110.0 ; Cudamstte 14.517-17816 Ho.o-1110 +70.0-10.0 •70.0 410.0 70.0-110.0 +7ao•110.0 •70.0-10.0 •70.0•nae •70.0-like TO ALL FRAME TYPES& Culi.m sk. 12317-14.510 .7029-110.0 .70.0 410.0 +7029•10.0 .7ao-10.0 Cud.m Bh. 1x51-14518 •70.0 4100 •70.0-10.0.70.0-010.0 +70.0-10.0 -70.0•10.0 •70.0-10.0 +70.0 410.0 •70.0-10.0 CONFIGURATIONS) I...l 11377-Y1.610 +10.0 410.0 +70.0-110.0 -T&0 410.0 +70.0 410.0 shad.9 1.371-12518 -70.0,410.0 -70.0-110..0 •70.0-10.0 .70.D-10.0 +70.0•110.0 140.0-limo -70.0-100 -70.0-110.0 Tdkal 30.517.41.644 +7029 410.0 +70.0-110.0+100-110-0.70.0-110.0 Lit31 30.517.41.344 -740-1010 -70.0-110.0 0.0.0 41%0 •70.0 410.0 •70.0-110.0+70.0 110.0 -7101-110-01•70.0 405.7 0 swdatd Ccu" 31.5"7-3fl5I5 -70A •110.0 +70.0 410.0 .700-110.0 +740-110.0 SlandardCW.O. 31.517-36.515 -70.0-10.0 Nae-110.0 Hao-110.0 •700-11.0 -70.01-110.01-70.0-110.0 •70.0 4all 140.0-1710 Eq.".. 28.517.31.518 .700 410.0 .70.0 410.0 -70.0.110.D.70.0-110.0 EQu69. 2&817-31518 -70.0-110.0 +70.0-1.0.0-7001410.01-70.0 41x0 -70.0-110.0 -70.0-1110 -70.0-107.9 -70.0•9724 Sle,dxd PWw 21517.70.516 470.5 410.5 470.0•110.0+70.0 4110 471.0•110.0 t3.nd.,d PmAm 23.517-24610 -70.0-1100 140,0 410.0 110.0-1140 170,0-110.0 •740-1140 •70.0-110.0 •70.0-110.0 .70.0-1042 02 O t..St. 20517.23.518 +70.0 410.5 470.0 4100+70D-10.0 +70.0•110.0 82 Cudam 60.. 20.517-21618 140.0 410.0-70.0 410.0•70.0-1140 •70.0 410.0 •70.0•110.0-70.o-1140 •70.0-110,0 '70-01-107-0 C.I..sh. 17.517.20518 .70.0 •110.0 .70.0•110.0 -70.0-1100 +70.0•1140 Cu9.m8h. 17.517-2D.518 -'MO-1140 -70.D-10.0 -70.0-110.0 -70.Q-1110-70.0-110.0 .7D.O-110.0 Hao-100 .70.0•1090 om-Sha 14511.1513 .70A-1100 .70.0 410.0 .70.0-110.0+70.0•1110 Cudamake 14517-17518 -70.0-110.0 •70.0 410.0 4700•110.0 470.0-00.0 148.0-7025 •711.--inti -7&0-100.5 -?me-004 Cu,t.m fibs 13017.14318 170.5-1100 .70.0-100[70.'..'0 -110.0 4R0-110.0 Codom Bh. 1.017-14510 -70.0-110.0 •70.0•118.0•70.0•1062+70.0-100.7 •70.0 -07.1 •70.0 94.4 +70.0 -0{.4 ND.O 6129 Stades" 11.684.11010 .70.0 410.0 .70.0-110.0 4110 -700.110.0 shood 11.081-1100 •70.0-110-0 -70.0-110.0-70.0-1018 +70.0 -07.0 -70.0 -03.3 .70.0 90.1 -70.0 -no -70.0 -00.0 Tdl.t 39.517.41.844 .70A 4100 -70.0-110.0 -110.5 -70.0•1144 Ta0e1 38517.41.644 -70.0-110.0 -70.D 413.0 1140 410.0 -70.0•1100. •70.0-10.0 +70.0-110-01,70a-lots -70.0 98.0 0,410.10 Si. 38.5174"is +740-1140 -70.0 4IQO 41a0.T&O•11QO Cudams0. 3&577-39.518 .70.0 410.0 NOD-110.0 +700 410.0 -740-110.0 -7410-110.0 .70.0•100 •70.0-101.7 -70.0 98.3 15517.31518 -70.0-1100 .70.0•1160 -110.0+740•110.0 E9ul44. 35517-18516 -7&0 410.0 -70-0 410.0 140.0 410.0 -7DO•110.0 -740-110..0 .70.0-110.0-70.0-00.4 •70.0 910 75 Qm1—She 32517-35.518 .70.0 4100 .70.0-110.0 -1100+710 410.0 TS 47.9.1080. 32517-35.618 •70.0-110.0 +10.0-110.0 •70.0.110.0 -70.0-110.0 •100-118.0 .70,0-110,0 •70.0-100.7 -70.0 952 6lodadPr A- 2&517-ffi.618 +70.0-110.0 470.0.110.0 4%0 +70.0-110.0 Slaw.Modew 29.617-32315 -70.0-110.0 110.0-1160.70.0 410.0 -70..-110.0 -7QO-110.0 •70.0-011.6 ND.O-101.6 •70.0 90.1 Qek,n Eli. 2&617.19516 70.0-110.0 -7QD•110.0 -1100 -70.0•110.0 Cud.mshe 26.51-20.516 -70.0-110.0 -70.0-110.0.70.0407.0 .740-02.4D. -70.0 66.4 -70.0 96.4 •70.0 66.4 swat 21518.74513 +700•1100 47Q0•1100 -10a 4700•110.0 S0.&.1 25518-26518 •740-110.0 •IQO-110.0-70.0-104.8 .70.0 40.1 .70.0 65.4 -70.0 92{ •70.0 924 •TBA 624 EqudMO 36517-41.541 +70.0-710.5 -70.0•Imo Nae-1140 -710•110.0 E+7adm. 35517-41544 •70.0-110.0 •70.0 410.0•70.0-170.0 .70.0-1140 .70.0-110.0 -700-loss -70.0 -08.7 +70.0 19L1 M C.w St. 35517.955"3 .70.0 1100 +70.0-110,0 170.0•110.0 .70.0-110.0 44 Cudom Sa. 35.617.78510 110.0•110.0 .70.0•110.0 140.0-107.8 140.0•7024 -70.0 4188 140.0 68.4 +70.0 944 +70.0 97.8 $IeMad Ra3.1. 33.018.35.516 +70.0-110.0 -70.0•110.0 +70.0-110.0 -70.0•110.0 Standard Pradrw 31818-35516 .7029-110.0 Nae•110.0-70.0 -107.8 •78.0 197.0 -70.0 -03-311 013 170.0 60.1 -70,0 410.0 -70.090.11 d5 3.¢8 OdsdQ 01.78 TaW 14 Na41.6e-110.0 470,0•1100 .70.0-110.0 -70.0•110.0 91.78 70.1611 41.844 +70.0-1100 -70.0-110.0•70,0-026 •7110 67.0 •70.0 93.3 -70.0 1911 -70.0 60.0 -70.0 90.0 ♦IIp7uYCd 63 cam ,Willi 9110. Fto1103.%/ SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 11.tc l D1 LYNN Revised BY Date: Redalon: d. t'oilud ` .•'t,LCENSE '•:`� Revised W. Date: ReWBlon: I,Y.. V Q;• 7 No.58705 •x NOTES: ® Description. Drown DY. 1)USE THESE TABLES FORALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. _-O A DESIGN PRESSURE TABLE J ROSOWSKI slttt111TE�:•� 1070 TECHNOLOGY DRIVE 770e: Gate: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '� •.,FLOR1Dp•••'��`,; N.VENICE, t1.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��rs',,S/(SNA`-F?.` (941)-480-1600 Seies/Model• Scpfe: Sheet: Drawing No. Rer. ON THE TABLE. A!LtYRE L4NN8•8705L 5 P.E. CERT. OF AUTH. #29296 SH-5500 NTS 7 OF 13 MD-SH5500-01 J!5 aaDQDaQflQflQDDDQQQQQflQQQQQ©©cflQQQ©flOQQ©©©flc©©flcoflccci��. 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Dote: Revialon: .754' .750' - No.58705 .025' -� l ® Description: Ormrn 8y. LAMI IG EXTRUDED ROLLED =•u • 1WINDOW EXTRUSIONS J ROSOWSKI SCREEN FRAME SCREEN FRAME O BEADING 81 @ (� � (�,•. S•A'F. F tV� 1070 TECHNOLOGY DRIVE Rife: Dab: \�`�.•aCORIOt`•.•G�` N.VENICE•FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 UIVAL�N'•• (941)-MO-1600 Sanen/Wodsl• Soofa: Shear Dmeinp No. Rrr. durryrytypOPE. CERT. OF AU,H. ,29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 F.E1158705 TABLE 12: TABLE 12,CONT.: Bill of Material Bill of Material,cord. # Pad# Description Material # Part# Description Material 1 620101 S ate ung Frame ea mbs-J-Channel PVC 5 9 Auto ock Mechanism Stoat 2 620102 Single Hung Frame Head&Jambs-Flange PUC 48 7201981;9 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720196&8 Auto Lock Cow Assembly Cast Zmc 4 620104 Single Hung Frame Head&Jambs-Equal LegfBox PVC 48 76X11SOPTX#6x 1"Ph.FH SDS(Auto and Sweep lock Screw) SS 5 620105 SWOH Frame Sill-J•Channel PVC 49 72020D Auto and Sweep Lock Keeper Cast Zinc 6 620106 SWDH Frame Silt-Flange PVC 60 776X34PPA 1#6 x 314"PH.PH SDS(Keeper Screw SS 7 620107 SWl)M Frame Sill-Fin PVC 611 420181 UR ISevelad Tilt Latch Comer Key PVC 6 620108 SWDH Frame SIII-E U111 Le Bax PVC 62 420182 UR I Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL #8 x 314 Ph.FH SDS(Comer Key Screw) SS 16 620129 Sash Rail(Sides,Top Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash S oplScreW dwr PVC 68 7202D7 V Tift Latch Spring SS 19 620166 PWI Rai Interlock 6005 TS AI 57 420186 Plastic Tilt Latch Finger Pull PVC 2D 620144 Putt Rai interlock r PVC Be 720192 Metal!tit Latch Finger Putt Cast Zinc 21 620167 Beveled Interlock 6005 T5 At 69 420180 Pivot Bar Comer Key PVC 22 620145 Beveled interlock r PVC 60 720206 1PIvol Bar SS 23 620150 Light S!aRififamoment 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Re fl o(owent 6003 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standaid Mating8 inforcement 6005 T5 At 66 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS 27 620154 r88x lt fl foement 6005 T5 At 68 420188 Bottom Latch SMe Plate Cost Zinc 30 61644 m ,, x, 0 Fin PIIe 67 778588 #8 x 6B"Ph.FH SMS(Stdke Piste Screw) SS 31 6Q300 r11 t x, oam Bulb Flex PVC 72 720135 Laml LG.Bead PVC 32 61719 a r ,, x, olyPile 74 Backbedding,GE 7700 or Dow 701 Silicone 33 61825 ralf U nogal 75 7164ON Setting Block(IIS x 1"x 116"),85+1-6 dare. EPDM 35 78X1MTTT Ph. fll@ 6 ounting Screw) 78 Quanex SuperSpacernXr with Hot Melt Butyl Composite 36 78X3THPX Ph,P ®B nq Rail Sere" 410 SS 77 Quenex Durosool Spacer Compo37 71669SP g R01 ol'9W g (11!0 6063 T6 Al 78 Cardinal XL Edge Spacer Composite 38 720210 Hole r." PVC 80 61012 Extruded Screen Frame Alum 40 720XXtO0t Constamt Ford 8 bol! 81 61011 Roil-Famed Screen Frame Alum 41 #8 x 3/V Ph,FH SM0 jrAfil' Ofoa Balance Screw) SS e2 7CKGL821 Screen Comer Key for Extruded Frame X 4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with pull Ring X2 PVC 43 720205 Spiral Balance Shoo Nylon 84 47041 Screen Comer Kay without Pull Ring X 2 PVC 44 78X114FPAX 1#8 x 1414'Ph.FH 8M5(91HIAl HaTince Screw) 410 SS 85 7CASPM Tension Spring SS $6 81816C48 Screen Cloth Fiberglass 87 1616361616141.140"Screen Spline(Machine/Hand Roiled) Vinyl 4pprowd es complyinxwllb @• 1111111'111 jf Florlds0 di"W'o O Pate '1J+5�p styLYNN rtiovtaad ay: Data; Ra brow, Alamlood.eprodau e Ravfsad Rj. Date.- No. ate:No.58705 . r�""'�•••; _ lheedpNon: Dmtrn Dy: 7 I t BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Tate. Dob: NOTES: ,`SS/� r4 �C? N'vrracE' tt 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15!15 r -—... 4.�4 st 11 i I f I I I 1111 (941)-160-2600 ,�Kee/Modol: Saots Sheet: Dmw(rp No. wow ! 1)PVC BY R .At WINA'4IO M7&Q8@�l3�@ 1 §i Efi�,+iY@ 09 tAghLED FOR AWA EXTRUDER CODE. A.LYNN G1tLLF.R,P.E. 2 t VQ 9- 24�28,''9,�A##,H(:§yt -(r7ft�7ItAft)i§Tu080AND ARE NOT PART OFTHIS APPROVAL P.EN58705 CERT.OF AVTH.#29296 SH-S�J�d NTrJ 12 OF 13 MD-SH5500-01 OPT.SWEEP LOCK 46 48 OPT.AUTO LOCK i \• 1s 47 IIII 20 I � 57 OR 48 Q 51 OR 52 ? 85 I t 11 45 1 _ 55 OPT.PULL RAILi Qi 22 82 ORO 19 INTERLOCKS t , I I COVER t 56 Q! Q 87 66 50 35 OPT. 1 t t BEVELED MITERED FRAME WITH18 f 21 INTERLOCK INTERIOR AND EXTERIOR '0 8 COVER 18 _/'•. FRAME WELDS 49 ® ; 54 �•`� 72 X4 I 16 - P�ACHES•{OBp1-=-- /;, �� ••`� SCREEN 60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH 40 CONSTANT FORCE \\ 55 1s DETAILS 82 OR 83 8 —` 41 OR BALANCE O -@.R@ 43 4243 SPIRALBALANCE HANDLEL \` d 63 � 1 18 _ MITERED FRAME WITH �•� SASH /�INTERIOR AND EXTERIOR ASSEMBLY / FRAME WELDS 36 DETAILS EXTERIOR \` 53 59 i n'ACH fS TO Florl cd U I"plyeeSwith Ill, - `• Date p FRAME 1>Illlff ~' --.•. - - - --- -- -- ' Nona 5 ��� NY LYN/V // RaNead W. Date: ReHefon: t11amlDndeP a on ASSEMBLY ® •�1 `. �jo ,........... %� DETAILS ��..• �TCENSF'•.�Fp ReVrsBv- Does:ad By, \ No.58705 _ .y\`�. -•'p Z ® Deacrfptfoa: Dmm By. NOTES: EXTERIOR �•\ _ ••. 7 9 f5' ;v; EXPLODED ASSEMBLY J ROSOWSKI '\ SGT 3c•TA ED. :\!V\ 1070 TECHNOLOGY DRIVE Ti He. 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i�s•'•.,,<ORIDP•.''—2)J-CHANNEL FRAME SHOWN. N.VENICE,FL 34275 Date. 3)FOR RENFORCEMENTTYPES,,3EEDETAIL ONSHEETS6$7PESAPPLY. ///�S�O/�fA) FN���� (941)-480-160D SINGLE HUNG WINDOW INSTALLATION N M 05/1585 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.L P u 558705 P.E. CERT. OF RUTH. 029296 SH-5500 NTS 13 OF 13 M D-SH5500-01 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5520 Vinyl"PVC Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through I1 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony Lynn Millet, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MA®UNTY �G NOA No.pri13 930.25 MIAM � � + � ✓ Expiration Date: April 30,2020 Approval Date: Apri130,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'11 Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SenthyGlas®Interlayer" dated 08/25/11, expiring on 01/14/17. anuela ez,P.E. Product Contr E aminer NOA No. -0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"_ dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010 and FBC-51h Edition (2014),dated September 27,2014, issued by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. G. OTHERS 1. None. I Manuel z,P.E. Product Contr 1 E aminer NOA No. 4-0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-2 i GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE 8,SMALL MISSILE VARIES PER GLASS TYPE,SEE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANT TABLES 443,SHEETS 6.10 REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 443 HURRICANE ZONE(HVH4 (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-9 MAX.D.C.SEE (SHORT OR LONG SIDE) 1.25•MAX 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 8 SEE TABLES 4-13 6'MAX. D,.SEE MAX.O.C.SEE TABLES 4-9 FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVH7-THE OUTBOARD SHEET SHEET4 LITE(CAP)MUST TEMPERED. . . . . . . . . 4ppruvM m coraplykg wilb I" Flodda aldlngC 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR VISIBLE VISIBLE NOAII LIGHT WIDTH a e Pradt, 4 J� ".10 1 8 EVALUATIONS WERE SOUTHERN PINE,ASTM CM CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX BUCK CONCRETE WITH MIN.KSI PER ANCHOR TypF_ HEIGHT,SEE -—-—-—-—-—-—- BY- --—-—- TABLES 4-13 4)ALL WOOD DUCKS LESS THAN I-lir THICK ARE TO BE CONSIDERED IX F F INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO I (LO OR 11 SHO SIDE VISIBLE SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 1-117 THICK OR GREATER.IX AND 2X y I . t BUCKS(MEN USED)SHALL BE DESIGNED TO PROPERLyTRANSFER LOADS To THE VISI BLE A STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LIGHT A.SEE C LIGHT C.SEEry ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). HEIGHT SHEET HEIGHT SHEET 5)ANCHOR EMBEDMENT To BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMaEDMENL HEIGHT,SEE INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX D.C. TABLES 49 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES S (LONG OR AND 13 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 I MAX.D.C. I SHORT SIDE) — SEE 6)MAX 1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRINGAPPLIED 4-9 n elmin 1.25-M. 0"r 0 CCC LOADS IMPOSED ON THEM BY THE WINDOW. V MAX D---m cm W) LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST R ry 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL 0 Ff A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90-CORNERS) ANALYSISAND GLASS PERASTM E1300. 66 x B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE (ANCHORED THROUGH MAIL FIN) w AME ANALYSIS AND GLASS PER ASTM E1300. TEST PRESSURE,FP 125"MAX. 0 zi 10 6"MAX. 0 -0 : ;i 8)THE ANCHORAGE METHODSaz SHOWN HAVE BEEN DESIGNED TO RESIST THE E WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/31A 6'MAX. LL. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 0 00 MAX D.C.SEE LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX.O.C. O.C4 EE tu ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES TABLES 4 9� S 29 0 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCF- 43 TABLES 0 cl 4-9 Z V) 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING -<: § JURISDICTION. VISIBLE SEE TABLES 0 0 alaag 4-13 VISIBLE w — 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX HEIGHT HEIGHT 0 LL NOA-ELCO AGGREGATOR NOA,ROYAL WINDOW AND DOOR PROFILES,LTD WH E& 7 1-: 1 IT MAX.BUCK UJ BRONZEAJGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN MAX BUCK z LIGHT LIGHT SPECIFICATION FOR WOOD CONSTRUCTION.ANSI)AF&PANDS&ALUMINUM DESIGN HEIGHT,SEE HEIGHT,SEE z -I TABLES 4-9 n- MANUAL TABLES 4-9 DJC. SEE (LONG OR li�(4 18 'E — DT. VISIBLE (LONG OR VISIBLE SHORT SIDE) ...... LIGHT WIDTH 11)PVB AND SG fNTERLAYERS MANUFACTURED BY E.I.DUPONT DENEMOURS CO..INC. SHORT SIDE) LIGHT WIDTH AKA KURARAY AMERICA INC. LYN)v 61 MAX .............. GENERAL NOTES____........._. .... . . . . . . . . . . .. . . . ELEVATIONS FRAME,GLASS 9 ANCHOR T MAX D.C. WMAX 1.25' MAX.D.C.SEE TABLES 4-9 1.2W MAX Na,58705 VISIBL LIGHT FORMULAS I I+---'I— ABLE OPTIONSSEE TABLES 413 MAX MAI��C WIDTH TABLES 4_ INSTALLATION,FLANGE WIDTH:BUCK WIDTH-4-3116' EQUALLFG3 MAX.BUCK WIDTH SEE TABLES 4-11 MAX.BUCK WIDTH SEE TABLES 4-9 INSTALLATION,INTEGRAL�& HEIGHT.BUCK HEIGHT-4,VIV' (SHORT OR LONG SIDE) (SUMOR LONG SIDE) 0 V-TA .; TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& GLAZING DETAILS................._5 tORiON N DESIGN PRESSURES.................S-10 FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR I._*—'..* 0, , S. 0 N�N BOM&ASSEMBLY............_......... OR ANGLED CORNERS) ANGLED CORNERS) 10NAL (ANCHORED THROUGH NAIL FIN) A.LYNNMILLER,P.F- P.E.Nmos TABLE 1: Glass Description Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW. Type # 7 7/6 Laminated LG.:1/6'A Exterior Cap+7116'Air Space+5/16'Laminated;(2)Liter of 1/8'A Glass a(th.090'PVB Ilterlayer 4 A' =ANNEALED 8 718"Laminated I.G.:1/8"T Exterior Cap+711(7 Air Space+5116"laminated;(2)Liles of 1/8'A Glass with.090"PVB Interlayer 5 "H"-HEAT STRENGTHENED 9 716"Laminated LG.:3116'A Exterior Cap+318'Air Space+5716"Laminated;(2)Lltea of UB"A Glass with.090"PVB interlayer 6 T=TEMPERED Q 11 10 718"Laminated I.G.:3716 T Exterior Cap+318`Air Space+5/16 Laminated;(2)Liter of 1i8'A Glass with.090"PYVB inteda er g 'PVB•=.090'PVB INTERLAYER °SO'=.090'SENTRYGLAS BOX OR 11 1"Laminated LG.:118"T Exterior Cap+7/16'Air Space+7116 Laminated;(2)Utes of 3/16"A Glass wilh.090"PVB Lntedayer 7 INTERLAYER Q EGUAL Q 12 1'Laminated I.G.:3116"A Exterior Cap+318°Air Space+7116°Laminated;(2)Utes 01`3116"A Glass with.OW PVB Interlayer 8 FLANGE LEG 13 i'Lam€nated LG.:3116"T Exterior Cap+316 Alr Space+7116"Laminated;(2)Lltes of 3116°A Glass with.090`PVB Interlayer 9- 14 1"Laminated I.G.:3/16"A Extedor Cap+3/8"AU Space+7/16"Laminated;(2)Utes of 3/18"A Glass w€th.090"SG intedayer 10 0 15 1"Laminated I.G.:3110'T Exterior Cap+3/8'Air Space+7116"Laminated;(2)Lltes of 3116 A Glass Wth.090"SG Interlayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1!6 T Exterfor Cap+7116"Air Space+'1116'Laminated;(2)Lites of 3116"H Glass with.090"SG tntedayer 12 17 MAY NOT BE USED WITH 17 1'Laminated LG.:3116'T Exterior Cap+318"Air Space+7116°Laminated;(2)Lites of 3116'H Glass with.090"SG inteda er 13 •J•CHANNEL OR INTEORAI Y 0 FIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME Min,Edge Min. BEYOND F THE ADS Group Anchor Substrate BEYOND THE META€. IU-I Distance EmbadmenP SUBSTRATE FOR P.T.Southern Pine(§9=635-j /6" 13/" STEEL STUDS,MIN #10 SMS SteelA36 Fu=45 KSI. J-CHANNEL Q INTEGRAL (steel,18.8 S.S. , 3/8' 0.050° or410 S.S.) Steel Stud,A653 Gr.33' 3/8° 0.0451"(18 Ga.) •UNGROUTED CMU' A Aluminum,6063-T5' 3l6" 0.050° VALUES MAY BE P.T.Southern Pine -0- .55) 8"7116 1USED FOR GROUTED (sG CMU APPLICATIONS. 3116'steel Ultracon Concrete(min.2.85 ksl) 12 13/6° CC Ungrouted CMU, ASTM G90) 2-117 1.1/4" #12 SMS P.T.Southern Pine(SG--0.55) RAF- 1378' B (steel,18.8 S-S. Steel,A36' 316 0.050" or 410 S.S.) Steel Stud,A653 Gr:33' 316" 0.0461 (18 Ge.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCKSEE EXAMPLES Aluminum,6063-T5• 318° 0.063' BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6.10 . 1/4'steel Ullracon Concrete(min.2.85 ksl) 1" 1.3/4" LONG C Ungrouted CMU,(ASTM C-90) 2-112' 1-1t4• )" SIDE-"'-�{ SIDE L LONG SHORT 114"sleet Cretellex Concrete(min.3.35 ksl) 1" 1.314" t- -"� r SIDE - «j siDE T I f __- Ira"steel Uittecon P.T.Southern Pine(SG=0.55} 1" 1.31a• � i l� U4 steel Cretellex Ungrouted CMU,(ASTM C50) 2-112" 1-114" xr. sq P.T.Southern Pine(SG=0.55) 1" 1-318" " I I. D 114'steel P.T.Southern Pine(SG=0.65) 1" 1318° 1 L l o Aggre-Gator Grouted CMU,(ASTM C-90) 2" Z. LONG LONG LONG LONG LONG n �j 4PPmvcds3coroptyivgpll6ttM'r I"` SIDE -� I^'- SIDE -� I^_ SIDE -^€ f" SIDE )�- SIDE --I O �/ FFlorldn uldinp-od 114'steal UltraOon Concrete(min.2.85 ksi) 2-112" 1.314° T t --- T T 7 114'steel Cretellex Concrete min.3.35 ksl 2-1/7 1,3/4" T Tr_ - T r - T r , T r , 1 Date Jc U4"steetAggre Gator Concrete(m in.3.275ks€) 1-U7 1-3/8" 0N� -w �j 00 oN =o_! cru p uml drprodu TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN I �/ ( �ro I J_ 1 ll__ _� 1 Group Anchor substrate Min.Edge Min. Distance Embodment' ���nn T, E 2-117 x.131'Common Nall P.T.Southam Pitxr(SG=.55) 3/B' 2-7118' \`�v ONY.LYNNE! �� a"'�• '•�F.p �� 2117 tifngshardL Roofing Nall P.T.Southern PTre{SG .55} 316 2-7116' 4' 'OCENSF' P.T.Southern Pine(SG=.55) 117 1-318' No.50705 #10 Tn ahead SMS -• rr VINYL FIXED WINDOW NOA(LM&SM) 8 9/9/14 - = (steel,I"S.S. Aluminum,6063-T5' 818' o.05D` u ---�- a410S.S.) Steel Stud,Gr.33' _Wit" 0.0451 _'(18Ga.) o GLASS/ANCHORS/FRAME OPTIONS ad JROSOWSKt ='n g!5. ' F Steel,A36' 318` 0.056 ® %�0 STn O l4 P.T.Southern Pine(SG=.55) 8/161 1.318' 'MIN.OF 3 THREADS '- P,.' \� #l, SMS Aluminum,808&T5' 31W 0.063" BEYOND THE METAL CERT.OF AUTH.p28296 N ao ;��`S•.,tOR10.. (steel, .) SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE '',,'/%iAL E� a410S.S.) Steel Stud,Gr.33' 318" . 0.050" jl/rlrltttr` Steel,A36 3!8' 0.450• STEEL STUDS,MIN N.VENICE,FL 34275 " _ % Fu=45 KSL (941)-480-1$00 PW-5520 " NTS Al 2 OF 11 z MD-5520.0 z° A.LYNN MILLER,P£ P.EJ158705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT ANCHOREDTHROUGH �---�� EDGE DISTANCE 114"MAX. 114"MAX. FRAME INTO 2X WOOD SHIM FRAME OR BUCKSTRIP. 2 q SHIM SEE NOTE 2,THIS SHEET. EDGEEDGE d EMBEDMENT DISTANCE u 5 Q DISTANCE FLANGE FRAME SHOWN ❑ l"THICK I.G. 9 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE• 2 �1l4"MAl(. �� D� EMBEDMENTAND EMBEDMTANE SHIM DISTANCE PER E PER EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATEEDGE DISTANCE PER , SUBSTRATE,SEE EMBEDMENTAND TABLE 2,SHEET 2. g SEE TABLE 2,SHEET 2. ; a SUBSTRATE.SEE 5 I1L� 7III TABLE 2,SHEET 2. •O❑ I 718"THICK I.G. �..J0 FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7 FRAME EGIBOX EQUAL- NOTES: SHOWN 1 LFRAME 7/8'THICK I.G. BUCK WIDTH SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN VISIBLE 1-1/2"THICK ARE TO BE CONSIDERED IX 1!4"MAX. BUCK HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL --►{ 114"MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-V2"THICK OR 5TnZ�E 2,SHEET 2. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE u ' DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH G)HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROMP THICK I.G. BEADING TO BEADING. EQUALFLANGE AyyrovM na emoylylrtg n'llh Hn. FRAME LEGIBOX flmida oidinSSHOWNFRAME VnlcTYP.ANCHORTYPE, SHOWN 3iQAfEXTERIOR EMBEDMENTAND � EXTERIOR ❑ Iml er ct 4 O ILII EDGE DISTANCE PER lu k1 BY SUBSTRATE,SEE INSTALLATION INSTALLATION TABLE 2,SHEET 2. EQUAL OPTION 4 OPTION 4 LEG/BOX ANCHOREDTHROUGH ANCHOREDTHROUGH \\\\� LYNN FRAME 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL �� NV .. SHOWN `a"� ''�,\CENSE'/`�cSP/, VINYL FIXED WIN DOW NOA(LM&SM) 0 919114 * No.58705 EMBEDMENT ENT a ` I o FLANGE&EQUAL-LEG/BOX FRAMES Q VISIBLE LIGHT FORMULAS � J ROSOWSKI 3 _ ID,' st T I ; INSTALLATION WIDTH:BUCK WIDTH-4.3116' ��` '••FLORIDP.•''.\'?� OPTION2 HEIGHT.BUCKHEIGHi•43f18" CERT.OFAUTH.#29296 �O �/I G` ANCHORED THROUGH EDGE DISTANCE N N= /ss/QNAL FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE �o 11 CONCRETEICMU. VERTICAL SECTION B-B N.VENICE,FL 34275 m (941)480-1800 N PW-5520 y NTS 3 OF 11 oz° MD-5520.0 �Z A L P.E.te 66 OS PE INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4'MAX.SHIM ANCHOREO THROUGH ANCHORED THROUGH INTEGRAL Imo— 1f4'MAX.SHIM I INSTALLATION OPTION 5 EMBEDMENT � FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP.. P. I-— EDGE DISTANCE ANCHORED THROUGH (n� FRAME OR BUCKSTRIP.SEE INTEGRAL FIN INTO 2X WOOD r EMBEDMENT V NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE b J-CHANNEL a FRAME Q SHOWN o EMBEDMENT 1 114'MAX.SHIM TVP.ANCHOR TYPE, �Q 1"THICK I.G. EMBEDMENT AND D TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE FIN EMBEDMENT 6 DISTANCE PER O SEE TABLE 3,SHEET T2RATE (SBC EW SHOWN) o� INUEDGE 5 (NAIL SHOWN) �p _ J 718`THICK I.G. 0 FRAME STANCE PER SUBSTRATE, SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN) FRAME n 718'THICK I.G. NOTES: SHOWN V BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. .2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED IX HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IGHT IF HEUNIT IS INSTALLED DIRECTLYTO SUBSTRATE. 114"MAX.SHIM 010 OR 012 STEEL 114"MAX WOOD BUCKS DEPICTED AS 2X ARE 1-10THICK SMS(GS).SEE SHIM OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3• I---� SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET2. !� LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1'THICK I G REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. FIN AND/OR 'IPPv.ved a5 complyivB�vflh f1µ FLANGE MAY BE Fl.r1d REMOVED IN-FlELD Dol. INTEGRAL FIN EXTERIOR SlV0Aflft'5 TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWNEXTERIOR 3AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2 INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN INSTALLATION THROUGH THE INTEGRAL FW, INSTALLATION THROUGH THE FRAME, `71T1I III I/,, FRAME SHS rte' INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. ``���`aN.l LYNN M�� SHOWN ��a��'•`ICENSF•'•�F.p INSTALLATION =>! EDGE VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14No.58705 OPTION 5 DISTANCE ANCHOREDTHROUGH ; INTEGRAL FIN INTO 2X o J-CHANNEL&INTEGRAL FIN FRAMES o& J ROSOWSKI WOOD FRAME OR VISIBLE LIGHT FORMULAS _ •'• t5lil?F0S,'�w; BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-43116' ® �o %O� '••.F<ORIDP.•' \?� THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-43!16' CERT.OF AUTH.029298 a av �C�`S'. •....•.• �C?, 1070 TECHNOLOGY DRIVE �,NAL E. VERTICAL SECTION D-D N.vENICE,FL 34275 . fn�„1 (941)-480-1600 PW-5520 y NTS 4 O 11 oz MD-5520.0 Z A.LYNN MILLER P.E. P.EA b8705 -�{ 71W NO7B'NO718'N718"NOM. 5/16"A/A PVB I ` 5/16"A/A PVB 5/16"AIA PVBI I 5/16"A/A PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE npprosrd na ramp4ie8 will,f5 FTurida Ituidin0 0 G 118"A GLASS 118"T GLASS 3/16"A GLASS 3/16"T GLASS Ontc % G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR NOAH ml Uade Pratar C DURASEAL, DURASEAL, DURASEAL, DURASEAL, er SUPERSPACER—IMSUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER—L�ff GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 a N '1 D {+ 1'NOM. -�{ � 1'NOM. -�•{ � VN M. � � 1"N M. -�•� W y Baa 7/16"AIA PVB 7/1 B"AIA PVB 7118"AIA PVB 7/19'A/ASG-----\ Of c 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }ti slap p 0 1/8"T GLASS 3116"A GLASS 3/16"T GLASS 3/16"A GLASS p Cm w aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z LL OR '19p DURASEAL, DURASEAL, DURASEAL, DURASEAL, U U_ X SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACERama FW-ZW m O o�tl .1 OR CARDINAL SPACER OR CARDINAL SPACERF�< OR CARDINAL SPACER OR CARDINAL SPACER o> O x 2 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z D:z° a a °z o U7 w � Na4S ® Z 0) 1"NOM. 1"N '1'N . j. a W �Q al°DS 7/16"A/A SG 7/16°H/H SG 7/16"H/H SG EXTERIOR 0 Iy Z P, 318"AIR SPACE 7/16"AIRSPACE 3/8"AIR SPACE 5' 1n NOM.cLAss 3116"T GLASS 1/8"T GLASS 3/16"T GLASS—\ 78 OOR 77 SITE TYP. j o 75 apt •asap cauaS a EXTERIOR a EXTERIOR EXTERIOR 7 74 DURASEAL, DURASEAL, DURASEAL, O ��``\\C1V LYNN SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPAGER—H�l Q�,.•' �IGENgF'•.6p i� GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 *' No.58705 `•^ u( 11 • .. %�0. STA EOF��'•lC1�� GLAZING NOTES: GLASS TYPES 14 THROUGH R' •A=ANNEALED 17 MAY NOT BE USED WITH •.�ORIOP..•;G\?� 'H'=HEAT STRENGTHENED I J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL �,,!o✓\lAL E�.` 'T'=TEMPERED •FIN FRAMES I i I 1�11 'PVB'=.090"PVB :PVB- .090"SENTRYGLAS A.LYNN MILLER,P.E. PLEA 58705 TABLE 4: Window Design Pressure,(+l-psi) u�ezhise mte lot Glass 7 1/8"A Cep-Airspace-5/1T A/A with PVB Type: -{ Window Long Side Qn) TABLE DIMENSIONS MAYBE Dimensions 51.05 1 54 56 68 62 64 68 72 76 80 84 87 ORIENTEOVERTICALLY OR 18 +/-50 +1-50 +1.50 +1.50 +/-50 +1.50 +/-50 +/-50 +/-SO +/-50 +/50 +1.50 HORIZONTALLY AS SHOWN. 20 +150 +1-50 +1-60 +1-50 +1-50 +r-60 4030 +1.60 +1-60 +660 +/-50 +/-60 LONG SIDE dpprovrd°swroptilagMWtid, 22 +1-50 +65D +t-50 +1-50 +1-50 +150 +150 +/-50 +1-50 +1-56 +/-50 +1-50 i-•+- LONGSIDE FlarWn ztiGingC DWe 24 +/-50 +/-50 W-50 4/50 +1.50 +/-60 +1.60 +l-SO +1.30 +/50 +/-60 +/-6D T NOAH 26 W-50 +1.50 +1.50 +1-60 +l-50 +/-50 +650 +/•50 +/-so +/50 +J-w 41-60SHORT Mlamt dePrala tes) 28 +1-50 +150 +/-50 +1-50 +1-50 +tSD +1-50 +1-50 +1-60 +t-50 +1-50 41-60 SIDEJ, 0y 30 +/-50 +/-50 +1•50 +/50 +/-50 +/-50 +1-50 +/-50 W-50 +/-5D +1-50 - SHORT c 32 +/-50 +1.50 41.50 +/-50 1650 +1-50 +/•50 +/-50 +/-50 +650 SIDE to 34 +/-5D +1-50 +1.50 +1.50 +1-60 +1.30 +150 +1-60 +1-60 a c 36 +1.50 +1.50 +/-50 W-50 +1-60 +1.50 +150 +/50 LONG SIDE -►{ o to 38 +1.50 41.60 +150 +1-50 +1.50 +150 +/-50 n 40 +/-50 +1-50 W-60 W-50 +1-60 41-60 z MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONG 42 +/50 +150 +660 +/-50 +150 44 +150 +660 +150 +1-60 THROUGH7HEFRAMEPERSHEETS3&4 THROUGHIHEINTEGRALFINPERSHEET4 SIDE SIDE .� 46 +1-50 +150 4660 APPUFSTOA,R,CORDANCHORS APPUESTOFOR FANCHORS u.I > CO {5EETA9SE 2} (SEETABLE3) 48 +1.50 +/-60 L5. 4. p rn 0 p t` r`I �I°O O a SHORT 04 'f A SIDE c-- C)J 04-I O ,IR C1 ,z u- eO U, t_D uxal TABLE 5: 20 X(0 d Window Desi n Pressure,(+(-psf) DSe� 9 Q zW m 0 a 00 �a �"a i/$°TCap-Airspace-5116"AlA with PVB Type: 8 0> 0Z o Z p�j Q Window Lang Side Qn) ` `" 0¢ O Dimensions 60.926 84 66 68 70 74 77 80 84 87 92 87 99 Z ID 32 +150 +1-60 +660 +t-50 +1.50 +150 +150 +1.50 +150 +150 +1.50- W-60 +/50 F- ll) as 34 +1-60 +/.50 +aso +130 4130 +!-60 +/•sD +/50 +150 4J5o +r-so +ta7.3 +r-46.7 36 +1-60 +1-60 +/-50 +/50 +/5D 4650 +/•50 +150 +/50 +150 +1-47.6 +1.45A +/-44.6 ' Z 3 N 38 +150 +1-50 +150 +150 4150 +1-60 +150 +1.60 +1-50 +1-49.1 +1-46.1 +143.9 10 40 +/-60 +1-60 +650 +l-SD +l-60 +/-50 +/50 +/-60 +/-60 +/-48.2 +/-46.1 a Lu W Lu °IOaS 42 +/-60 4150 +150 +150 +1.60 +/-50 +150 41-60 +/-49.8 +/-47A 0 LL Z LO m 44 +1.60 +1-50 +150 +150 +MD +150 +1-50 +150 +148.9 tu c$i! 46 41-60 41•60 +150 +150 +150 +/-50 +150 +1.49.9 v Lu 4. G 48 +l-60 +150 +/50 +150 41.60 +150 +130 L °Ay •asap s°ua5 rn 5o +1-60 +1-60 +1-50 +/50 +150 +150 62 +1-60 +/•60 +1.50 +150 +1.60 MAX.O.C.SPACING IF ANCHORING MAX,O.C.SPACINGIFANCHORING \`�1I11I III/11j! THROUGHTHEFRAMEPFR5HEFT53&4 THROUGH THE INTEGRALFIN PERSHEET4 ��t �tl LYNN 64 +/-60 +150 +150 +/-50 NOTES: �� �.O ......... 68 1130 +1-50 +150 APPUFS TO A,0,COR OANCHORS APPUES70 FOR F ANCHORS 1)SUCK DIMENSIONS SHOWN. ti�C��.•' �10ENSF'-.�c�`p�� (SEETABUE 2) v (SEETABLE 3) `�•: 68 +/30 +150 15° 3.5-FORE ANCHORS,4°FOR FANCHORS 2)FOR NOT SHOR,R LONG ROUND UPTO HE - No.56705 60.926 +130 3)MR ARCHITECTURAL WINDOWSSEE SHEET 2), C FIND THE SMALLEST SQUARE WINDOW SITE IN ilAPO�IF71^�THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 1:kN ; !,U WINDOW WILL COMPLETELY FR WITHIN. !•CSS••40RIOP.••-G\?� ;SfdNAL 101111110 A.LYNN MILLER,P.E. P.E.A 58705 TABLE 8: Window Design Pressure,(+{_psQ Use this table 3/16"A Ca -Airspace-6/16"AIA with PVB io aass 9&10 3116'"TCa -Airs ace-6li6"A/AwthPVB Tpprx. TABLE DIMENSIONS MAYBE Window Long Side(in) ORIENTED VERTICALLY OR QimensPons 60.928 64 88 68 70 74 77 80 64 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +150 +1-60 +15D +1-50 +1.50 +I-SD +/50 +1.50 +1.50 +1-50 +1-50 +/-6D +1•60 LONG 4PPmveda2camptyivgwfth0a 34 +150 +150 +1.50 +/-SD +/-60 +1.50 +150 +1.60 +1-50 +1.60 +1.50 +/-5D +l50 SIDE Fled a uidlag• ••*- LONG SIDE Oat. 1IO Fj 38 +/50 +660 +1.50 +1.50 +1•60 +1.50 +150 +1.50 +/-50 +1.50 +/-50 +/-60 +150 T NOA0 MIAMI adcPradanC 38 1 +150 +1.5D +650 +1-50 +1.50 +1-90 +150 +650 +650 +1.50 +1-50 W-50 40 +150 +1.50 +1.50 +/-50 +1.50 +1-50 +15 50 0 +/-60 +1.50 W-So +/- SHORT By. SIDE 42 +150 +1-50 +/-60 +/-50 +660 +1-50 +/50 +/-60 +/-50 +/-50 SHORT 44 +150 +1.50 +650 +1.50 +1-50 +1-5D +1.60 +J-5D +1.50 SIDE !n 46 W-60 +150 +1.50 +/50 +/-50 +1.50 +150 +/-50 a 46 +/•501 +1.50 +650 +1-50 +1-50 +J-50 +150 +- LONG SIDE to 50 +/-60 +1.50 +1.50 +1-50 +650 +1-5D _ a Im +1.60 +650 +/-50 +/-50 +1.50 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING +/50 +1.60 +650 +/-50 THROUGHTHEFRAME PER SHF.£TS3& SHORT 4 THROUGHTHE INTEGRAL FIN PER SHEEr4 LONG 1150 +1-50 +/-50 APPLIES TOA,6,COR DANCHOR5 APPLIES TOE OR FANCHORS SIDE{SEETA9LE2} {SEETABLE3) i SIDEW153.5+/b0 +/5O " 'FOR E ANCHORS,4-FORFANCHO '~RS 1- '+/50 p rn O u� O C4 alas O O _I SHORT C14 W Oy TABLE 7: -'^-I SIDEQ LL N-j o -;u- 6 Window Design Pressure,(+1-psf) use afttaNa L u so aaaa tar Gass 11 W() O m 1/8"T Cap-Aiispace-7116"A/A with PVB Type: z Tn s v Window Long Side on) ti toy j oxo Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z ti z obi d m 32 +1.70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 +670 +/-70 +1-70 1!•70 +/-70 +/-70 LL 34 +1-70 +1-70 +J-70 +1-70 +I70 +/•70 +1.70 +170 +1.70 +/-70 +/-70 +1-70 +/-70 Z 38 +170 +1-70 +J 70 +170 +170 +/-70 +h70 +770 +1-70 +170 +176 +170 +170 �9 O W Iaa95 38 +1-70 +/-70 +l-70 +J-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +J•70 +170 6i Z LC 40 +170 +1-70 +170 +170 +1-70 +/70 +/-70 +/-70 +/70 +170 +/70 9 5 Z 42 1170 +1-70 +1-70 +1-70 t1-70 +t-J4 +1-70 +1-70 +1-70 +670 tt� 9a 44 +/70 +/70 +/-70 +1-70 +670 +/-70 +/-70 +170 +170 o X O- te 46 +170 W-70 +670r+11-70 +170 +670 +670 +1.70 , U Z In 0 48 +170 +/-70 +1-70 +170 +1-70 +1-70 w FA 60 +170 +170 +/--70 +1.70 +1.70 CI Z W CL 62 +Wo +670 +/-70 +170 MARO.CSPACiNG IFANCHORING MAX.O.C.SPACING IF ANCHORING e,u •�saa sauog 64 +670 +t 70 +670 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 66 +/70 +1-70 +/-70 APPUESTOB,COR D BLE2) TORS APP(SEETA LE11) S <<�`��Nv LYNN/I1ItI' (SEETA8LE2) {S££TA8tE3} NOTES: ,�` 'L��.•.....•..•R!j!( ��1 68 +1-70 +1-70 ygS 4" 1)SUCK DIMENSIONS SHOWN. Q��; UCENS�'•..f�� �� 60.926 +170 2)FOR SIZES NOT SHOWN.ROUND UP TO THE No.58705 NEXT AVAILABLE SHORT OR LONGOIMENSSON. 3}FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), r2. iS FIND THE SMALLEST SQUARE WINDOW SIZE IN %O 5 TE OFLL/ THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL •--,FLORLDA,�'•ti`��` WINDOW WILL COMPLETELY FIT WITHIN. '��S •••••• G ";"ONAL JlII II IIIb,, A LYNN MILLER,P.E. P.Ek 6E70S I TABLE 8: Window Design Pressure,(+1-psf) thethis iatia for Glass12 3116"A Cap-Airspace-7116"AIA with PVB 'type: Window Lang Side(!n) El TABLE DIMENSIONS MAYBE Dimensions 69.648 71 73 76 78 80 85 86 69 92 96 89 ORIENTED VERTICALLY OR 32 +1-70 +170 +170 +1-70 +/-70 +1-70 +170 +1-70 +/-70 +1.70 +1.70 +1-70 HORIZONTALLY AS SHOWN. 34 +1--70 +1-70 +1-70 +1-70 +1-70 +1:70 +1-70 +1-70 +1-70 +1-70 +1-70 +170 LONG 36 +I70 +1-70 +1.70 +170 +170 +1.70 +/70 +/70 +J70 +/-70 +/70 +170 SIDE Approved as "Mat 36 +1-70 +170 +170 +1-70 +1.70 +1.70 +/-70 +/70 t/•70 +1.70 +170 +1-70 �{"`- LONOSIDE 40 +170 +1--70 +/-70 t1-70 +1-70 +i-70 +1-70 +t-70 +1-70 +1-70 +/-70 +170 Y Nona Ohltemi da produG 42 +/-70 +/-70 +1-70 +1-70 +/-70 +/•70 +1-70 SHRT 0 +J-70 +/-70 +/-70 +/69.6 +/6&7 SIOE y 44 +170 +170 +1-70 +170 +1.70 +170 +170 +170 +170 +1.6.9.9 +1-66.4 +/-63.7 l� I + SHORT 1� 46 +1-70 +1-70 +1-70 th70 +1-70 +!-TO +170 +1-70 +/-619 +1-67,4 +1-83.9 +1•61.7 _I___ SIDE r a 48 +1-70 +1.70 +/-70 +/-70 +/-70 +/70 +1-70 +/-70 +/-67.8 +/-65,3 +1$1.9 +/-59.7 60 +170 +170 +/--70 +170 +/-70 +/-70 +1.0.6 +1.66.5 +l-65.9 +/-63.4 +/-59.9 vJ 62 +1.70 +170 +J-70 +1-70 +/-70 +/-70 +1-678 +66.9 +1-64.2 +/-61.6 "- LONGSIDE -+-� m 64 +170 +1.70 +1.70 +1-70 +J-70 0-70 +J-66.2 +/-65.3 +1.62.5 T- 66 66 +170 +170 +170 +170 +1-70 +1.69.2 +1.64.7 +1-63.8 SHORT LONG 67 +1-70 t/-70 +1.70 +1-70 +/-6S.B +/-68.1 +1�64 I I SIDE SIDE 60 +170 +1-70 +/-70 +1.69.7 +1.67 +165.3 J._ LU '? TA •eoM 62 +170 +670 +/•69.9 +!•679 +/•65.2 MAIL O.C.SPACING IF ANCHORING MAX.O.CSPAONGIFANCROMNG a 64 +1-70 +670 +!•68.3 +/-66.3 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET 4 Qp N 66 +669.9 +/•66.9 +1^6117 APPUESTOB,CORDANCHORS APPLIES TO F ANCHORS 1 >-� N ala0 a y� (SEE TABLE 2) (SEETA8113) -I SHORT t t*7 68 +/-68A +/2'i7A 35.5" 4, -'7 SIDE t`- 69.649 +/•67.1 2 W "«ar T LU X� TABLE 9: Y .6 0M Window Design Pressure,(+/-psf) LMelnisloDie �"Z m O `» a" rtt Gfiss 3116"T Cap-Airspace-7/16"AIA with PVB Typo: 93 r z a z v 0) Window Long Sidepn) Z m � Olmenslons 69.649 71 73 75 78 80 85 86 89 92 96 99 ¢ 32 +/-70 +1-70 +1-70 +170 +J-70 +1-70 +i-70 +/-70 +1.70 +/-70 +1.70 +1.70 Q To--y5 34 +/-70 W-70 +1.70 +/-70 +1-70 +1-70 +1-70 +1.70 +/-70 +670 +1-70 +/-70 z 36 +/-70 +l--70 +1.70 +1-70 +1.70 +/-70 +1-70 +/-70 +/•70 +1-70 +/-70 +1-70 f2 38 +1-70 +1-70 +170 +170 +1-70 +170 +1-70 +170 +1.70 +170 +/70 +/70z 40 +!•70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-TO +1-70 +1-70 0 X 0. Loa 42 +1-70 +1.70 +170 +/-70 +170 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 z 44 +1-70 +1-70 +1.70 +1-70 J +1-70 +170 +170 +1-70 +170 +1-70 +1-70 +1-70 uj 46 +/-70 +/-70 +1.70 +/-70 +J70 +1-70 +/-70 +1.70 +/-70 +1-70 +/-70 +/-68.6 48 +1-70 +1--70 +1-70 +1-70 +/-70 +1-70 +170 +/-70 +670 +/-70 +1.68.8 +1-66.3 00!1 �se0 cauo _v 6D +170 +1--70 +1.70 +/--70 +J-70 +1-70 41-70 +1-70 +170 +/-70 +1-66.6 y 62 +/-70 +170 +1.70 +/-70 +/70 +/70 +170 +/-70 +670 +688.6 ,��� pN(L'y 64 +/-70 +670 +/-70 +1.70 +J-70 +1.70 +/-70 +/-70 +1.69.6 NOTES: ti:<'».,•.'0GENS y 1)BUCK DIMENSIONS SHOWN. C" F 66 +1-70 +1.70 +170 +170 +170 +1-70 +1-70 +l-70 yt No.58105 67 +!•70 +/70 +1.70 +/70 +/70 +/-70 +/70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE HEXTAVAILABLE SHORT ORLONG DIMENSION. 60 +1.70 +1.70 +1.70 +1.70 +/-70 +/-70 MS 62 +1-70 +670 +1-70 t1-74 +1-70 MA%•O.05PAGNGIFANCHORING MgX.O.0 SPAgNG fFANCfiORWG 3}FOR ARCHITECTURAL WfN00WS(SEE SHEET 2), %'A � 'Gj/`- IRAMEPERSHEETS3&4 THROUGHTHE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %O S !/J� 64 +/-74 +/-70 +1.70 +/-70 T THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ':;�CORiDA.:' APPUESTOB,CORDANCHORS JtPPUESTOFANCHORS ��S�Ss G� 66 +I.70 +/-70 +1.70 (SEE TABLE 2( (SEETABLE3) WINDOW WILL COMPLETELY FIT WITHIN. s10 68 +1-70 +1-70 7 �At- 35.5" 3.Sr frjll 10115�i��� 69.649 +/-70 A.LYNN MILLER,P.E. P.E.068705 TABLE 10: Window Design Pressure,(+1-psQ Use this l°°Ie for Glass 14 3116"A Cap-Airspace-7116"AIA with SG Type'. Window Long Side(In) r Dimensions 69.649 71 73 76 78 BO B5 -- - 92 96 99 TABLE DIMENSIONS MAYBE 1 ORIENTED VERTICALLY OR 32 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/410 +801-110 +801-110 +801110 HORIZONTALLY AS SHOWN. 34 +801-110 +801-110 +SDI-110 +801-110 +80/-110 +801-110 +80%110 +801-110 +801-110 +801-109.4 +801-108.3 +801-107.6 LONG SIDE '•PPTornl as complylogeU61i6. 36 +80/-110 +B0/-110 +601-110 +80/-110 +80/-109.5 +801-108.6 +801-106.8 +801-106.6 +801-105.5 +801-104.7 +80%103.6 +801-102.9 FloriJ eoiJin C do 38 +801-109.7 +80/•108.9 +801-107.8 +601-108.8 +80%105.6 +801-104.6 +801-102.7 +801-102.4 +801-101A +801-100.6 +80/59.4 +801-98.7 �- LONG SIDE Dale NQAB 40 +801-106.3 +801-105.5 +80/-104.4 +801-103.3 +80/-101.9 +801-101 +80%99.1 +60/-98.7 +601.97.7 +80/-96.8 +801-95.7 +801-95 T Ivllamilb Product rr° 42 +80/-103.3 +801-102.5 +801-101.3 +801-100.2 +80/•98.8 +801.97.9 +BD/-SSS 1 +80/-95.6 +801-94.5 +80/-93.6 +801-92.4 +801-90.7 SHORT �)gtM 44 +801-100.7 +801-99.8 +80/-9&6 +801-97.6 +801-96 +80/-95 +801-929 +801-926 +801-91.6 +801-90.4 +80/-87.1 +80% SIDE84.7 SHORT 46 +801-98.4 +801-97.6 +80/56.2 +50/-95 +BD/-93.4 +801-926 +801-90.3 +801.89.9 +801-88.1 +80/•85.5 +801-83.1 +801-81.6 -1 SIDE 48 +BOI-96.3 +801-95.4 +601-94.1 +801-929 +801.91.2 +801-90.2 +801-88 +8D/-87.6 +501-84.6 +80/-82.6 +801-80.2 +/-7&6 G ^ 50 +801-94.6 +BW-93.6 +801-922 +801-90.9 +80!-89.2 +801-88.2 +801-85.4 +801.84.5 +80/-82.4 +801-80.2 +/-77.6 ry 52 +801-93 +60/-92 +801-SD.6 +801-89.2 +BO/-87.4 +801-86.4 +801-83.3 +601•82.5 +8D/-80.2 +/-78 ��- LONG SIDE -� 54 +80/51.7 +8D/-90.6 +801-89.1 +801-87.7 +801-85.8 +601-84.7 +801-81.3 +BD/-80.4 > 56 +BD/•90.5 +80/-89.4 +801.87.8 +601.86.4 +801-84.4 +801-83.2 +1-79.3 +1-7&5 SHORT LONG o: 67 +801-90 +801.88.8 +801-87.2 +801-85.8 +BD/-83.4 +801•82 +/-78.4 SIDE SIDE ` µ1 `1 60 +SDI-87.2 +801.86 +801-84 +801.825 +80/-80.1 +1-78.6 J- > 'i Tn '�aa MAX.O.C.SPACING IF ANCHORING MAX.O.C. 62 +80!•84.6 +801-83.8 +80/-821 +80/-80.4 +/-78 SPACING IF ANCHORING m 9 a _ THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 D U O 64 +B0/-82.9 +801-82 +801-80.1 +/-78.4 66 +801-81.1 +801-80.1 +/-78.3 APPLIES TO B,CORDANCHORS 0 N N °IOa IN (SEETABIE 2) NOTAPPUCABLE SHORT O eehh 68 +/-79.3 +1-78.4 GLASS TYPES 14 THROUGH J M 79 0 73.2^ 17 MAY NOT BE USED WITH SIDE O ' [i N oo �9 p 69.649 +/-77.7 J-CHANNEL OR INTEGRAL Z i ii (0 -0 0 FIN FRAMES. O U_ X N TABLE 11: co Window Design Pressure,(+1-psi) lt;e a 15 o z CO 0 4 °e area 3116"T Cap-Airspace-7/16"A/A with SG Type o z a z ' 0 Window Long Side(n) j W Dimensions 77.78 79 81 83 86 87 91 94 96 99 104 107 111 Z 0 ALLOWABLE MAX.O.G SPACINGIF 38 +801-110 +801410 +801-110 +38,•110 +801-110 +801-110 +8g/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +8D/-110 F- ANCHORGROUPS ANCHORING THROUGH `8i O W )a°45 40 +801--118 +801410 +801-110 +801-110 +801-110 +601-109.9 +80(-108.6 +801-107.5 +80/-1069 +801-10&1 +801-104.8 +801-104.1 +801-103.3 ® � 0 PER SHEET THE FRAME PERSHEET3 42 +80/-110 +80/-1D9.8 +SDI-108.8 +80/-107.9 +801-106.7 +80)-108.3 +801-104.8 +801-103.8 +801-103.2 +801.108.8 +801-97.7 +80/-96.4 +801.94.8 B,CORD 73.z^ z 5 u) 44 +801407.3 +661-106.7 +801-105.7 +801-104.7 +80/-103.4 +801-103 +801-101.4 +801-98.6 +801-98.7 +80/-94.1 +801-91.4 +BO/-90.3 +801-89.2 O W 48 +80/-102 +801-101.3 +801-108.3 +B01-99.2 +80157.3 +801-98.2 +881-926 +60150.4 +801.89.2 +801-87.3 +80%84.4 +801.82.7 +801.80.5 ¢ X a 's's LL N 50 +801.99.8 +801.99.1 +BLY•93 +BO/-96.9 +80153.9 +801.93.1 +801-89.9 +801.87.7 +801.88.2 +801.843 +80%81.1 +/-79.3 +1.77 O LL Z 51 +801-98.8 +801-98 +801-98.9 +801-95.8 +80/528 +801-92 +8W-88.7 +801.86.4 +801.85 +801-828 +/-79.6 +/-77.7 +/-75.3 Z O � 64 +80/-96.1 +80155.3 +881-94 +801.921 +80/-89.4 +801.88.5 +801-85.1 +801-827 +80/$1.1 +/-78.9 +/-75.3 +1-73.2 0-70.8 j n c 56 +80!54 +80!53.2 +BD!-91.6 +801-90.1 +80/-07.2 +80/•86.3 +801-828 +801-80.2 +/-78.6 +/-78.3 +1-726 +1-70.6 saNaS v 58 +801-91.4 +80lSO.fi +Bd-89 +80!.87.6 +801.85.1 +80/-84.2 +801-BD.B +178 +/-78.3 +1-73.8 +/-70.2 �� lrr� V5 61 +801.87.8 1 +801-87 +BOW-85.3 +801.83.6 +801-81.2 +801-80.5 +/-77.3 +1-74.6 +1728 +1-70.4 `\���ON( LYNN M/7(ii��/ N 83 +801.85.6 +80/-84.6 +801•82.8 +801-81.1 +1.78.8 +/-78 +/•74.8 +1.723 +170.8 NOTES: ���.•'�TCENSF'•,FQ 64 +801-84.4 +80/-83.6 +88!•81.7 +/-BD +1.77.5 +1-78.6 +1.73.6 +/-71.2 1)BUCKDIMENSIONSSHOWN. Q 68 +80/-822 +801-01.2 +1.79.4 +1-77.6 t!75 +1-74.2 +1.71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 ' NEXT AVAILABLE SHORT OR LONG DIMENSION. 68 +/EO +/-79.1 +1-77.2 +1-75.a +1-727 +a71s _L I _ MAX.O.C.SPACINGIFANCHORING MAX.O.t spAaNGIFANCHORING 3 FOR ARCHITECTURAL WINDOWS �� �s �" 70 +178 +1-77.1 +1.76 +1-73.2 +/-70.6 ) (SEE SHEET 2), '. TA tc/ THROUGHTHEFRAME PERSHEETS 3&4 THROUGH THE INTEGRALFIN PERSHEET4 FIND THE SMALLEST SQUARE WINDOWSIZE IN 10. STATE OF <(/� 72 +1-78 +/-76 +/-73 +1•71.1 APPLIES TO B,CORD ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ��'.F(ORIDP.•'G�� 74 +/-74.1 +173 +1-71 (SEE TABLE 2) NOTAPPUCABLE WINDOW WILL COMPLETELY FIT WITHIN. /ONAL�� 76 +/-722 +/-71.1 7az° r1 j 1 r I I I I I I0 77.76 +1-70.5 A.LYNN MILLER,RE P.EJI 58705 I TABLE 12: TABLE BE Window Design Pressure(+1-psQ D�em0fass ORIENTIDVERTNSMAYR 1or�� 16 ORIENTED VERTICALLY OR 1/8"TCap-Airspace-7/16"HlHwith SG Type, HORIZONTALLY NSSHOWN. window Long Side Qn) LONG Dimensions 60.926 64 66 68 70 1 74 77 1 80 84 87 92 97 99 SIDE �— LONGSIDE 32 +801-110 +801-110 +Sol-110 +801-110 +801-110 +80/-110 +BO/-710 +867-110 +80/-110 +80!•110 +g0%170 +801-110 +801-110 T 34 +801-110 +801-170 +801-110 +801410 +801-110 +801-110 +801-110 +801-110 +80J-110 +80/-110 +801-110 +801-110 +801-110 + npproredsswmplylognlihthr SHORT FI,,Ida aiding is 36 +801-110 +801-110. +801-110 +801-110 +801-110 +BDl-110 +801-110 +801-110 +80/-710 +801.770 +801-110 +601.110 +80!•710 SIDE nate 38 +80/-170 +801•110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +80!410 +801-110 +601.110 SHORT n7a mI D de ProduG 1 40 +80f-110 +801-110 +601-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 SIDE 42 +801-110 +8D/--110 +801-110 +801-110 1 +80/-110 +801-110 1 +801-110 +a61-110 +90l-110 +801-110 c m 44 +e01-170 +801-110 +801-110 +e0/410 +80/410 +e01-710 +801-110 +801-170 +e01-110 LONG SIDE —� y 46 +601-710 +801-170 +801-110 +801-110 +80/-110 +801-170 +901-110 g 4B +601-110 +801-110 +801-110 +801-110 +801-110 +801-110 +901-110 N N 60 +801-110 +801-110 +801.110 +60/-110 +901-110 +801-110 ST LONG 62 +801-110 +90%110 +801-110 +601-110 +80/-110 MAX.. C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING SIDE SIDE 64 +801-110 +50/-110 +801-710 +80/-110 THROWHTHEFRAMEPERSHEEr53&4 THROUGHTHE INTEGRAL FIN PERSHUT4 L 66 +801-170 +80/-110 +g0/-110 APPUFSTO B,C TABLERD HORS (SEE TABLE 3) NOT APPUCABIE 68 +801-110 +801-110 LL1 Y 13.8" GLASS TYPES 14 THROUGH 60.926 +801-110 '17 MAY NOT BE USED WITH _I SHORT J-CHANNEL OR INTEGRAL SIDE 0 rOq O FIN FRAMES. N ti o,oa O N TABLE 13: N to Window Design Pressure(+/-psf) use mste°°° 0)-j C3. ' p Tor Glass 17 Z tL �u � uxo a 3116"TCap-Alrspace-7/16"HIH with SG Type, x Window Long Side(in) U_U XOM 00n Dimensions 77.76 79 81 a3 86 87 91 94 96 99 104 107 111 118 120 126 136 144 F-�U� CO O -5 wa 36 +801-110 +801-110 +801-110 +861-710 +801410 +801-110 +801.110 +801-110 +80/-110 +801-110 +867-170 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-170 +801-170 > p +81-110 +801-110 +80/-110 +801-110 +801-110 +80110 871040 +801410 +801-110 +80/110 - d OZ —c" W Q W LL 42 +80/-110 +801-110 +801-110 +801-110 +80/-110 +BD/-110 +BD/-110 +80/-110 +801-110 +8D/410 +801-110 +801-110 +801-110 +801.110 +80/410 +801-110 +801-110 +801-110 Z –1 00 44 +801-710 +801-110 +801-110 +800-710 +80/410 +80/-110 +801-110 +801-110 +801-110 +801-710 +801-110 +801-110 +601-110 +80/-110 +801-110 +801-110 +801-110 48 +801-110 +801-110 +801-170 +801-110 +801-110 +80/-710 +801-110 +801-110 +80/•110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 O W Ieays 60 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +867-110 +801-110 +801-110 +801-110 +80/-1100 Ix ® ' Z ❑ CO 61 +ao/-110 +801-110 +801-170 +861-110 +801-110 +601-110 +801-110 +801-110 +801-110 +801-110 +8W-710 +801-110 +801-110 +801-11D ❑ S4 +801-110 +801-110 +80/-110 +900-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/410 +801-110 < W W c 66 +80/-110 +801.110 +90/-110 +801-110 +601-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 -tool-710 LLO X_ IL p 8 68 +801410 +801.110 +80%110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +B01-110 6-g (!) tNq 61 +80/-110 +801-110 +801-110 +800-110 +801-110 +601-110 +801-110 +801-110 +801.110 +80/-110 o Z W a 63 +80/-110 +801-110 +801-110 +861-110 +80/-110 +80/-110 +801-110 +801.110 +801-110 j ❑ 64 +801-110 +801-110 +60/-110 +801410 +80/410 +8D/-110 +801-110 +80/-110 a,p� Hasa saua 66 +80/-110 +BD/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 `LTL .F" 88 +80/-110 +801-110 +801-110 +801-170 +801-110 1801-110 MIV%.O,C SPACING IF ANCHORING MAx.O.C.SPACING IFANCHORING \.� pN�•.YNN 4jl���i���' 70 +801-110 +801-110 +801-110 +801-110 +801-110 :• tTCENSF.•.Fp THROUGHTHEFRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 Q: 72 +80/-110 +801-110 +8D1-710 +9e,-110 iz 74 +a0l-170 +80%110 +801-110 APPUNo.58705 ESTOB,CORDANCHORS ='�:• 76 +601-110 +801-110 _ (SFE TABLE 2) NOTAPPUCABIE 77.76 +60/-110 9• -)3o STATEOF'S:'l[/` NOTES: 'Sts/OA)AI-�`� 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P.E#68705 3.500' 3.500' 3.500' 3.50(Y' ��- .062• --�r— .062' �f+-- .082• —�•II-+— .062' 1 I'l 1 7 D�EH 1.463 1A63. 1.48r 1A83 O .625• .625' O 1.376• O J-CHANNEL FRAME 1 O FLANGE FRAME 1 375• O INTEGRAL FIN FRAME O EQUAL LEGIBOX FRAME -+{ .864' 301• -I -864 � .175- .355" .060' OANCHOR COVER O 7/8'BEAD O7 1'BEAD TABLE 14: # Part# Description Material 1 620117 J-channal Frame P C 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC MITERED 6 720136 7/8"Glazing Bead PVC CORNERS WITH 7 720135 1"Glazing Bead PVC INTERIOR AND PRIOR 74 Backbedding,GE 7700 or Dow 791 Silicone WELDS 75 Quanex Super Spacer nXr with Hat Melt Butyl Composite 78 Quanex Duraseal Spacer Composite 4GFmredeac°mGIl1°8xilblp� Fbrfd Dddi 77 Cardinal)IL Edge Spacer Composite Date 78 71646N Setting Block(718'x T'x 118"),85+/-5 duro. EPDM dDA# n 1D.a■Pros■ sy s FRAME ASSEMBLY DETAILS EXTERIOR 1 , VINYL FIXED WINDOW NOA(LM&SM) $ 919/14 *' I4o.58705 �= o BOM&ASSEMBLY om J ROSOWSKI = rXE03') lV SOME PARTS NOT SHOWN FOR CLARITY. 1070 ECHNOLONOTES: CERT.0 AUTH.GY DRIVEw w o PJAL 2)J-CHANNEL FRAME SHOWN,PARTS#11.OTHER FRAME TYPES APPLY. �12I I III," 3)ITEMS#8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 u t d A.LYNN MILLER,P.E. 4)ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. (941)-480-1600 N u PW-5520 NTS H 11 OF 11 0< MD-5520.0 o:z P.FP68705 �vV MIAM1•F ADEJ MIAMI-DADE COUNTY r: PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rvww.roiamfdade.eov/ecommiiY PGT IndustAes,Inc. 1070 Technology Drive North Venice,FL M275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Comity RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(Inn Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufactrer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15115, prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeliseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beeii filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianui-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0903.10 MtAMt•DA�ECOUNTY . Expiration Date: September 24 2020 Approval Date: September 24,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2, Drawing No, MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by IdaImis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-511' Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Manuel V- O3.10 E. Product Contraer NOA No. Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc._for their "SentryGlas® (CIear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. . 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1' Edition (2014),dated August 28, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Mauuei re ,P.E. Product Contri E. miner NOA No. -0903.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4;INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Frame Glees Type Two Options Installation Substrate option Detail Sheat 5 718"Laminated LG.:118'A Exterior Cap+7116'Air Spaco+5116"Laminated;{2)Liles of 118°A Glass with.090"PVB Intedayer (we Fig B) (aeo Table 1) Conditions 6 7/8"Laminated I.G.:VW T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 118"A Glass with.090"PVB Interlayer Through the Into 2X Woad Freme/Suckstdp-aheat 4,option 6 7 7/8'Laminated I.G.:3116'A Exterior Cap+378°Air Space+5/16'Laminated,,(2)Ules of 1181 A Glass with.090°PVB Intedayer Jolannel 1 4 integral on...... .—.1.10 Metal-sheet 4,option 8 8 71W Laminated I.G.:3116 T Exterior Cap+31W Air Space+5116'Laminated;(2)Liles of 1/8"A Glass YAM.09D"PVB interlayer (#1) Through the frame....Wo 2X Wood FramelBuckstrip-sheet 4,option 6 ......,; 10 7/8•Laminated LG.:118°T Exterior Cap+7116°Air space+5/16'Laminated;(2)Utas of 1/8°H Glass with.090"SG Interlayerof tha window ,,into Mata[-sheet 4,option 7 Interlayer ..-into2XWood Frame/Buakatrip-street 3,option 1 11 718"Laminated i.G.:3116 A Exterior Cap+318"Air Space+5116 Laminated;(2)Utes of 1/8'H Glass with.090'SG inter#ayer Flange Through the frame....Into Concrete/CMU-oheet 3,option 2 12 7/8'Laminated LG.;3116°T Exterior Cap+31W Air Space+5116'Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer W1 4 of the window...... .—through 1XBuckstdp Into CommrtetCMU-sheet 3,What 3 14 716 Laminated I.G.:118'T Exterior Cap+5116'Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090`SG Intedayer Into Metal-sheet 3,option 4 15 718"Laminated I.G.:3116'A Exterior Cap+Ile Air Space+7116"Laminated,,(2)Utes of 3116"A Glass with.090"SG Intedayer Through the ....into 2X Wood Fwmel&xkatrip-sheet 4,option 5 Integral Fln integral fin...... ....Into Metal-sheat 4,option B 16 7181 Laminated LG.:3116 T Extedor Cap+1(4'Air Space+7116 Laminated;(2)Utes of 3116"A Glass with.090°SG Intedayer 1-4 EES EET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUR ANCHORAGE INDEX. (#3) Through the frame....Into 2XWood Frame/8uckstdp-sheat 4,option 8 of tho windaw.._.....J 0 Metal-shoat 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,11 815 ..into 2XWood FmmelBuckotdp-sheet 3,option 1 Min.Edge Min. MAY NOT BE USED IN THE Bax 1 Thro�h the frame...into ConcrotetCMU-sheat 3,ap9on 2 Group Anchor Substrate Distance Ember menti HVHZABovE 3o'. Eq(114) 1-4 of the window,,,,,, , through 1X Bucksldp Into Concrote/CMU-sheet 3, tion 3 {H4) .. W #10 SMS P.T.Sou em-Pine(SG=O. ' 16" 1 B •MIN.OF 3 THREADS ....Into Metal-shoat 3,option 4 (steel,18.8 S.S. Steel,A36' 318' COW BEYOND THE METAL Steel Stud,A653 Gr.331 318" 0.0451"(18 Ga.) SUBSTRATE.FOR A or 419 S.S.) Aluminum,6063-TS` 318" 0.050" STEEL STUDS, FIGURE 8:FRAME TYPES A7=ANNEALFD P.T.Southam Pine{SG=0.55) 7116 1318• MIN,Fu=45 KSI& 'H"=HEAT STRENGTHENED MIN.Fy=33 KSI. '1'=TEMPERFA 3116"steel Ultracon Concrete(min.2.85 ksi) 1' 1-38" 'PVB'=.09o"BUTACITEO PVB Ungrouted CMU,(ASTM G90) 2^112° 1-1/4" UNGROUTEO CMU' 2 ILEG BY KURARAY AMERICA INC. P.T.Soulhem Pine(SG=0.55) 9116' 1318" VALUES MAY BE #12 SMS USED FOR GROUTED 'SG'=,090"SENTRYGLAS0 Steel,A36' 318' 0,050' CMU APPLICATIONS. FLANGE SOXOR INTERLAYER BY KURARAY B (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318' 0.0451° 18 Ga. AMERIC0.INC. or 410 B.S.) ( ) INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS' Aluminum,6063-TV 318" 0.063° Concrete(min.2.85 kel) 1" 1,.314" 1}USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON C 1/4'steel,Ultracon Ungrouted CMU,(ASTM C-90) 2-112' 1-114" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114'steel Cretellex Concrete(min.3.35 kal) 1" 1.314" USED ON ANY SIDE OF THE WINDOW. 114"steel Ultracon Concrete(min.2.85 ksl) 2512' 1.314" 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 2)MASONRY ANCHORS MAY 8E USED INTO WOOD AS PER TABLE � 1-316 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO �..:./ 3 114"Steel Cretellex Concrete(min.3.35 ksl) 2-112" 1.314" BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL. INTEGRAL D 1t4"steel CretelleX SUCKS DEPICTED AS 2X ARE 1412'THICK OR GREATER.IXAND 2X FIN P.T.Southam Pine(SG=0.55) t" 1.318' BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 114"steel AggreGater Concrete(min.3.275 hall) 1-1/2" 1.3x8' TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND 1!4'steel Aggre Gator P.T.Southam Pina SG=0.55 1" 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Grouted CMU,{ASTMG90} 2• 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING To BEADING. Approved as worplying with tbs. GroupAnchor substrate Min.Edge Min. Ft rid tet c 1 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. 1). Distance EmbedmenN NOAa E 2-11Z'x.131'Common Nall P.T.Southam Pine(SG=0.55) 3181 2-7116' tl�t(t YNN 1'f�jij Revtaed ay: Date: RevJrtore m! a produce �(Qn�o-p!lyijl 2-1/2'Ring shank Roofing Nall P.T.Southam Pine(SG�.55) 3/8' 2.7118' �` �G�,•• !1!! �� �:•• LGEN$ F fly P.T.Southam Pine(SG 0.65) 712° 13/8" Q; F '• Ravtsed ay tote tteNa7on: #10 Trusehead SMS Aluminum,6083-T5` 3/8' O.t350" _!r (steel,18-8 B.S. No.58705 Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) ar41DS,S.) _ -- o IMecAptron: amara F steal,A36' 318• o.tT50" 'MIN.OF3 ^a I IS 1L_ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southam PNIe(SG=0.55) 9/16' t, g• THREADS BEYOND #12 SMS _. THE METAL ��� T OF !fj 1470 TECHNOLOGY DRIVE Rua: Gott: - (steel,18A S.S. Aluminum,6083-T5. 318• 0,083° SUBSTRATE.FOR ,(1 FLORtOP.•' \ � N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 Steel Stud,Gr;331 318" CLOW STEEL STUDS, �i�`'��.1'•... �� P.O.BOX 1529 or 410 S.S.) MIN.Fu=45 KSI& fry e�/{� � �� NOKOMISS:FL 34274 Steel,A36' 318" 0.050" MIN.Fy=33 KSI. AL Scale; Sheeb Dmwhp No, Rte. .a5sros Pte' CERT.OF AUTH,#29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO .SHEET 1 DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 8-8) SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL 'XO'OR"OX"SASH 114'MAX SHIM EMBEDMENT FRAME INTO 2X WOOD16 29 FRAME OR BUCKSTRIP. —+{ 1/4`MAX.SHIM 19 16 30 —r SEE NOTE 2,SHEET 2. I 13 28 20R EMBEDMENT OPERABLE EDGE 43 FLANGE #10 OR S012(G5).SEL I� 40 SASH o -` —) DISTANCE FRAME SMS(G5),SEE L—S- 37-39 - --+ SHOWN O TABLE 2,SHEET 2- i JEJ2 28 �❑ 1/4`MAX SHIM 41 v 'r, ❑ O EMBED ENTAN PE, 2 FIXED I I EMBEDMENT AND 13 �I o _ I VISIBLE 1_ EDGE DISTANCE PER - r= __—""111 LIGHT WIDTH IIIA .. - SUBSTRATE,SEE TABLE 2,SHEET 2. 72 O � o o II 85 67 s DARE APPROVED MULLION, 29 FBC COMPLIANT D VISIBLE I 42EXTERIOR 0 ALUMINUMISTEELFRAMING FLANGE LIGHT WIDTH 111 n EQUAL OR STEEL STUD.MAY BE FRAME 72 24 OR 25 OR 26 14 4 LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE VERTICAL OR HORIZONTAL. SHOWN FRAME ®(1)3-12•FROM EACH SASH FIXED SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF LIGHT UTE HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH I SASH STILESDiAILS 29 HORIZONTAL SECTION A-A(OX) 22 OR 23 BUCK 28 30 16 19 16 (SEE SHEOETS 6.8)TYPICAL HEIGHT EXTERIOR OPERABLE 4 OPERABLE 40 20 OPERABLE 43 FOR ALL'XOX"SASH a SASH o SASH - t o SASH o VISIBLE -`—�, - 37.39 1-i� i; ❑ 21 ORO23 OR LIGHT 1i ;� Q (SEE SHEETS 6S) HEIGHT I �` 28 TYPICAL FOR 41 ALL SASH 16 U I I FIXED I VISIBLE 1 _ LITE I VISIBLE 1 _ 86 45 47 III LIGHTWIDTH IIIA ��- o o -,� LIGHT WIDTH IIIA 81 29 FLANGE FRAME 85 OPT. 1 ib SHOWN 87 C ' o o �-'L- NOTCHES . 20 80 34 O0 VISIBLE LIGHT WIDTH 72 14 2 EXTERIOR 314•X114' 25 OR 28 4 0 `I 15 1-114'X 1/4' 2 (SEE SHEETS 6-8)TYPICAL FOR 4 ALL'XOX'F0(ED MEETING RAIL 33 /_0 33 BUCK WIDTH C SHIM HORIZONTAL SECTION E-E XOX) EQUAL-LEG AppmvrfMucamplying++DY thr a ( FRAME Flodn i g INSTALLATION AS PER SECTION A-A ABOVE SHOWN Daty EQUALLEG NOAH FRAME SHOWN „� �����1.(LYNN Revised W. Data: Revision. Mleool D e Pradotf hal INSTALLATION EMBEDMENT � �ON\`CENSFM7ll�p�� 0y`� OPTION 2 Redeea Sr. Date: ReHelon: ANCHOREDTHROUGH _ _ fit' N0.58705 �� FRAME DIRECTLY INTO " ^- _. _ ® Description: Drawn By: CONCRETFJCMU. EDGE DISTANCE VISIBLE LIGHT FORMULAS -v �r" _ t�- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, G 7 1 7I EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO 8 0- �pU STA L F /(/�� 1070 TECHNOLOGY DRIVE 7111m Dab: DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2-4-114• - ( FLORIDP.•'•G�� N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7-114' �� ��' "' `� �� P.O. BOX 1529 err`S/Or)A)- ��� NOKOMIS: FL 34274 Sedes/Modei: Smie: ShoeI Drawing No. Rev: r aLYNN MICLE�R P.E CERT. OF AUTH.#29296 HR-5510 NTS 3 OF 1 S MD-HR5510-01 P.EJf 5870.5 IN�STALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 7 ANCHORED THROUGH FRAME INTO 2X INSTALLATION OPTION 5 @OR n22 OR 23 WOOD FRAME OR SUCKSTRIP.SEE ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS") NOTE2,SHEET2. ANCHOREDTHROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT FINIFLANGE REMOVED) *XO'OR'0X7SASH WOOD FRAME OR BUCK- STRIP.SEE NOTE 2. EDGE 1/4'MAX SHIM 19 16 16 29 SHEET2. DISTANCE 13 30 28 J-CHANNEL 20 40 OPERABLE 4 EDGE FRAME SHOWN #100R#12STEEL SASH DISTANCE SMS(G5).SEE 37-39 TABLE 2,SHEET2 E 28 C3 TYP.ANCHOR TYPE, TIWMAXSHIM FIXED u EMSEDMENTAND LITE EDGE DISTANCE PER TYP.ANCHOR TYPE. FIN AND/OR LI VISIBLE SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGEMAYSE GHTWOTH TA13LE 2.SHEET 2. 72 DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN) SEE TABLE 3.SHEET 2. 85 87 FIN 13 FRAME DADE APPROVED MULLION, VISIBLE 42 SHOWN 29 FBOCOMPLIANT LIGHTWIDTnMH EXTERIOR ALUMINUWSTEEL FRAMING 72 24 R g25 OR 26 14 15 3 OR STEEL STUD.MAYBE—/ & VISIBLE FIXED VERTICAL OR HORIZONTAL (SEE SH EETS")TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES. "XO"OR*0)("FIXED MEETING RAIL H TABLES 2 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OXI 22!OR 23 OPTION 8 (SEE SHEETS 6-8) 29 30 16 ig Is TYPICAL FOR FININTOMErAL BUCK EXTERIOR 28 OPERABLE ALL'XOX" (FLANGE MAY BE REMOVED) HEIGI-IT SASH 40 20 OPERABLE 43 SASH <D VISIBLE 37-39 SASH — c #10 OR PIZ STEEL 2`1 OR&22 23 LIGHT OPERABLE SMS(GSISEE 0 0 (SEE SH HEIGHT SASH TABLE 2,SHEET 2- EETS 6-8) 28 0 TYPICAL FOR t 41 ALL SASH- 16 FIXED VISIBLE \mq L 86 ISLE 46 47 LIGHT WIDTH LIG WIDTH so 8`1 FIN — WEEP F 87 11,115 -_jl NOTCHES 20 SHOWN -jL- 314'X It'r 29) BIBLE ------ EXTERIOR BE== (&R 26 LIG WIDTH 72 i-114"X 1W 3 (SEE SHEETS 6-8)TYPICAL FOR 14 J-CHANNEL -nic, ALL'XO)r FIXED MEETING RAIL FRAME 33 1 — BUCKWIDTH SHOWN -\-�3114'MAX HORIZONTAL SECTION F-F(XOX) nc3 SHIM (i)AT MID-SPAN OF INTERLOCK f%rida din C& FIN FRAME (1)3-112'FROM EACH SASH INSTALL,'q E TION D-D ABOVE Dft , I %ASP R SEC SHOWN CORNER AND(1)AT CENTER OF ",.'x NOAN SASH STILESIRAILS !A'( RaWsed W. Vatm .1 Pfrodutt a TYP.ANCHORTYPE, m4e� -, RooswL EMBEDMENT AND EDGE DISTANCE PER EDGE DISTANCE S RoWned Or. Mcm Ravlararr SUBSTRATE,SEP SEE No.58705 TABLE 3,SHEET 2. ---1 EMBEDMENT DescrfpWm -711 VISIBLE LIGHT FORM LAS -p MI, J-CHANNEL& INSTALLATION OPTION 5 VERTICAL INTEGRAL FIN FRAMES J ROSOWSKI (EQUAL-LITE,XO&OX) -S OF ANCHORED THROUGH WTEGRAL FIN bL:(;TION D-D WIDTH:BUCK WIDTH/2-4-114� 1070 TEC Datw. INTO 2X WOOD FRAME OR BUCK. t9. ........ N.VENICE. FL 34275 STRIP.SEE NOTE 2,SHEET 2. HEIGHP BUCK HEIGHT-7-1/4" P.O.BOX 1529 H RIZONTAL ROLLER-LM 05/15/15 NA1. 1111111%0, NOKOMIS,*FL 34274 Sod-lModel. --J-i6—�Io. Sheo—t- A,LYNN MILLER,P.E� CERT.OF AUTH. #29296 HR-5510 NTS 1 4 OF 18 MD-HR5510-01 ----------— 4-MAX.O.C. —y r— --�{ 7!8'NOM. � --�-{ 71B'NOM. � --�{ 718"NOM. �•�— � 7!8'NOM. 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A!A PVB I I 5/16"AIA PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE- 1/8"6 PACE1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T_GLASS C]EXTERIOR GI EXTERIOR a EXTERIOR a EXTERIOR 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACEROR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER a•MAX.o.c. —� �-- GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 7/6'NOM. �+— � 716'NOM. � � 7B'NOM. � � 718•NOM. 5/16"H/H SG I 5111 H/H SG 5/16"H/H SG 7/16"AIA SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8-AIRSPACE5/16"AIR SPACE 4-ANCHOR CLUSTER DETAIL 1/8"T GLASS 3116"A GLASS 3116"T GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a"MAX D.C. DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER — CARDINAL F�u .1 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 I71 NOM. [- 7/8•NOM. �+-- 1/2'NOM.GLASS 3-ANCHOR CLUSTER DETAIL 76 R@R 78 BITE TYP. 7/16"A/ASG 7116"A/ASG 72 O 74 114"AIR SPACE 1/4"AIR SPACE 8•MAX.O.C. EXTERIOR 4"MIN.D.C. I I 3/16"A GLASS 3/16"T GLASS 28 a EXTERIOR a EXTERIOR 29 75 DURASEAL, DURASEAL, 29 SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER •PProved oa csmp111n6 wlitt Itb GLASS TYPE 15 GLASS TYPE 16 9.. alal c e NOAH 2-ANCHOR CLUSTER DETAIL . LYNN ''�. Fe"sea er Date Rev slop: Maori Da eProaucl control � N��ceNSFAfi/�F�,l • • ` � QS;•' Revised DY: Date: Rev7slon: TYP.GLAZING DETAIL :` ND.58705 GLASS TYPES 5,7.111 815 ' MAY NOT BE USED IN THE GLAZING NOTES: _ �15 - eo D=ep8on: Draan DY%HVHZ ABOVE 30'. •A•=ANNEALED '7 . _ GLAZING DETAILS J ROSOWSKI "H"=HEAT STRENGTHENED - ••,-r Th 1i GLASS TYPES 10-12814-16 'p1/8 090'BUTACITE®PVB BY KURARAY AMERICA,INC. � FLORIOP,.' \ � 10N.VENICE. FL 342770 TECHNOLOGY 5- We: Dote: MAY NOT BE USED WITH "SG=.090'SENTRYGLAS®INTERLAYER BYKURARAYAMERICA,INC. '%� G�` P.O. BOX 1529 HORIZONTAL ROLLER WINDOW-LM 05115/15 %`S S/OhIAL E�`� NOKOMIS;FL 34274 J-CHANNEL OR INTEGRAL �i� ,�` Serlea/Nodel: Style: Sheet: Dmalry No. Fer FIN FRAMES FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2, b.ILYNN�MIILER,P.E CERT.OF AM. #29206 HR-5510 NTS 5 OF 18 MD-HR5510-01 PFJ158705 TABLE 6: TABLE7: Glass Type Design Pressure(lbeff?) Glass TYpos Design Pressure(lbse) .5-8 forMorOXIII/Indows 5'6 forMor0XV11indows Reint Level R1 All Buck Heights up to Se Relay Lewl R2 Ali BWk—Hrlghta up to SV AU Buck Widths All Back Widths [ +501-50 UP to 7W +86/-70 SEE TA13LF 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE UML-ju U01--in HEADER HEADER TABLE S. Index to All Design Pressure and Anchor Quantity Tables SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH Calft. Max. max. Mass RoInf. Design Pleasure AncharQuantity LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT Width HeIght Type LOW (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT FRAME TYPES& FRAME TYPES& 2 CONFIGURATIONS) CONFIGURATIONS) 3 6- —7 is 10 21 76' 7 6 1-0 —8 La 21 4 1-0 —8 20 10 XD or 17 9 of 2 7 6 —18 —0 F"59't 3 OX 75. 1—ow 8-8 8 is 10 4 —sy 4 11 21 111 MMIOR SILL SILL IF k4 1 10 a 20 10 <:1 7V 71P 10-12 4 12 0 22 11 —14---18 4 12 a 22 11 -a 3 7 12 120' or Sao 4 13 a SASH WIDTH SASH VIFIDTH xOX 4 1-4 a 140' or 4 15 a 3 4 MEETING RAIL MEETING RAIL 0 24 21 21 21 21 JAMS JAMS ixmn*R .4vpwvd carnsfyLog"fib us, Pa. 11C am, CL -011111fl", NOAV x LYNN 4fl vfwd fi�. Voten, I Vadc Product 3. ...........ze ftvfnd or. vote: Roidslon. No.58705 S 6 Dromm :-zt: NOTES: DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TA13LES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE TM: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. OW N.VENICE. FIL 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIME14SION SHOWN ON THE TABLE. P.O.BOX 1529 4) 114-1/2-1/4-AND-113.113-lir INDIFW7E THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH IN I RANGE IN THE ADJACENT COLUMN.'CUSTOW INDICATES THAT NO STANDARD SAS CONFIGURATIONS FALL NOKOMIS,'FL 34274 %set. crawtol;na. T14E 4GE. H WITHIN A.I LA 49. P-E, — " HR-5510 5510-0 I REA U705 CEff.OF AUTIL#29200 1 NTS 1 6 OF 18 MD-HR TABLE 8: Glass Types Design Pressure(Ibse) 5-8 for XO orOX Windows Rend:Level R3 All Buck Heights up W 83' . UED AD Buck widths HEADER . up to 7W +50/-50 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Design Pressure(lbslfe)for XOX 22 5.8 Sash Sash Q OWidth Windows Re1nLLevel Cotdguletlon Range(in) Window BuckHdghl SASH R3 48" I 54" 0.i HEIGHT 35.114' Y%% 11.391-11.391 +50.0 50.0 +50.0 %0 +50.0 50.0 _ 38" Y-Y-Y 12308-12308 +50.0 50.0 +50.0 50.0 +50.0 -50.0 221.391-13.397 +50.0 .50.0 +50.0 -50.0 +50.0 %0 45-116 13.398-14.683 +50.0 500 *50.0 50.0 +50.0 1-1-00 - 47314' Y -Y 11.391-12297 +50.0 50.0 +50.0 .50.0 +50.0 Y-Ya% 12298-15.558 +50.0 500 +50.0 50.0 +50.0 MFRM Custom 11.391-12016 +50.0 50.0 +50.0 .50.0 +50.0 SILL 52.1/8" X-Y-Y, 12017-13.397 +50.0 SOD +50.0 -50.0 +50.0 . o y Y-1 a-Y. T3598-17.016 +50.0 S00 450.0 -50.0 1+50.0 50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 .50.0 +50.0 50.0 SASH WIDTH 60" y4.%-y, 13.398-15.360 +50.0 50.0 +50.0 -50.0 +500 .50.0 Y_Y-% 15.361.19.641 +50.0 50.0 +50.0 500 +50.0 50.0 Custom 11.391-13.397 +50.0 -%0 +50.0 50.0 +50.0 50.0 o o MEETING RAIL 75" % % 13.398.19.110 +50.0 %-0 +50.0 50.0 +50.0 50.0 a 25 Y Y-Y 19.111-24841 +50.0 -50.0 +50.0 50.0 +5D.0 50.0 o Cullom 18.360.19.397 +50.0 500 *50.0 50.0 +4411 49.1• 22 22 0 98" Y-y,-Y 19.398-24.360 450.0 50.0 +50.0 -50.0 +50.0 50.0 JAMB EXTERIOR %-%.% 24.361-3D.38D +50.0 -500 +50.0 50.0 •50.0 ° 120" X.%-Y. - -30.360 +5D.0 50.0 +50.0 -50.0 144&11 A9.1" •+501.50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE •'MIN.SASH SIZE=WINDOW V4DTH-59.28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL Appmved a4 compbigg WIlYlk FRAME TYPES& Ft°rua C CONFIGURATIONS) 80A6 \s� LYNN Revow W. Date: Re&lon: ad Dade lradaq � P�'��,.•'`tpENSg ;F'Q : RW"d W. Dole: Revtalon: . 't No.58705 - _ ® Descwptlon: Drown d)r NOTES: ZZ DESIGN PRESSURE TABLES J ROSOWSKI 1)USE HESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %�()•'•, sk TEdF 1070 TECHNOLOGY DRIVE Title: Dole: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER HE FIGURE FSpRIpA,. G\ti N.VENICE, Fl.34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZE SDS,OWN;RO ND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT INDICATE THAT HOSE STANDARD SASH CONFIGURATIONS PALL WITHIN HE ASH WIDTH ON SHOWN ON THE TABLE. ���%css/QNAI.�C� ` NOK MIS'FL134274 Serles/ModeL• Scale: STleef: Omwlnp Na Mr. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD ASH CONFIGURATIONS FALL WITHIN A Ltrtm MT PE CERT,OF AUIN. /29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 HNG E RAE. P.Ed 58705 TABLE 9f: _ TABLE 12: 4 TABLE 13: Glass Types Design Pressure(Ibsifts)for Glass Types Design Pressure(Ibefft)for 04200 Tyles 5-8 XO or OX Windows 10-12 8,14-16 XO or OX Windows 5&6 seek yah Design Pressure((bSR)forXOX Windows TABLE 10: Rank Level Cunigure8on Giaea Types Design Pressure ibstftz Rein1.tme{ N/indoW Buck N t ReNI.Level window Buck Height Rd Range 6n) Window Buck Fte 4' 9 ( ) R4 48+ 54' 83' Rd 54' 63" 78' '•a• 487 54" 63' 6-8 for XO or OX Windows 2. 3V +650 •70.0 465.0 •70-0 +850 -70.0 25.112' +65.0 -110.0 +65.0 -110.0 +BSA 4100 Custom 11.391-13.397 +85.0 -70.0 +65.0 -7016 +85.0 -700 +65,0 -65.3 RolnL Level R4 A8 Buck Heights up to 7r +650 -70.0 +65.0 -70.0 485,0 -70.0 28' +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 �' Y4-Y.-Y4 13.398-15.360 0-85.0 70.0 +65.6 •70.0 +65.0 -70.0 485.6 -no All Buck Width s 650 .70.0 +850 •70-0 +65,0 -TQO x 36' 465.0 -1100 +650 -1100 +65,0 -110.0 �')s- 15.361-19.641 +MO -70.0 465,0 -700 +650 700 +65.6 70.0up to 75' +501-50 4650 •70.0 +65.0 •70.0 4650 -7110 42 +65.0 •110.0 +65,0 -110.0 +65.0 -110.0 Custom 11,391-13.397 4650 -70.0 +65.0 -60.6 +83.3 -63.3 +53.2 •632YSEE TABLE 20 FOR ANCHORAGE +850 -70-0 0-850 -70-0 +65.0 •700 48' +65.0 •110.0 +85,0 -110.0 465.0 -1100 75� �+- -)+ 13.388-191110 4850 70.0 +650 JOA 1850 $6-5 +50.2 •W2 +650 •70.0 +85.0 -700 +65,0 70.0 80' +85.0 -110.0 +850 -1100 *650 -93.9 Y'Y-% 19.111-24.641 +65.0 -70.0 +85.0 -70.0 +656 -70.0 +85-0 •66.0 4850 •70.0 485.0 •70.0 +84,3' .64.31 76r +65.0 •110.0 +650 -103.5 +65,0 •800 Custom 15.360-19.397 465.0 -70.0 +50,9 -89,9 +55,5 -55,0 +q9.i 49-1 +651-70 FOR GLASSTYPES 6-8 SEE TABLE 22 FOR ANCHORAGE 1 96' Y,-%-Y, 19.398-24.380 +65.0 -70.0 4621 •62.1 +560 X80 +50.3 -50.3 SEE TABLE 21 FOR ANCHORAGE Y-Y-Y 24.381-30.360 +68.0 -70.0 +850 -700 +850 -67,3 +57.0 -61.0 TABLE 15: GiassTypes Design Pressure Ibelff forXOX i )'+- -'>'+ '• - o +65-6 76,6 + •9 •59.9 +55.6 -�.5 749.1 -0-9.1 t0-12 sash g ( ) HEADER TABLE 14: �•MIN.SASH SIZE=WINDOW WIDTH-5928 SEE TABLE 24 FOR ANCHORAGE Sash Width Windows Ro1nL Level Conigumlloo Range 6n) Window Buck t _ Glass Types R4 48' 54 83 7&8 sash Sash Design Pressure(ibstl)forXOXWindows Custom 11.391-11397 +65.6 -110.0 +650 410.0 +65,0 •110-0 ReNL Level Camgivatbn Width 60' Y,-%-Y. 13.398-15.360 +650 410.0 465.0 -110.0 +65.0 -110.0 Rd On) Wxamv Bock HobM Y,%-Y. 45.361-19.641 +650 _1100 +65.0 -110-0 +650 -1160 23 38 46' 83 Castma 11.391-13-901 +65.0 -70.0 +85.0 700 485.6 -700 4650 70.0 Castor` 11.391-13.397 +65,0 -1106 +650 -110.0 +85.0 -110.0 60' Y-�h 13.398-16,360 4656 -70.0 +650 -70.0 465.0 70.0 +65.0 -70.0 75' Y-4/=-� 13.898-19.110 +85.0 -110.0 0-85.0 -110.0 +65,0 -110.0 SASH Y-Y-Y 1538E-18.641 +60,0 •70.0 +650 •76.0. +65.0 70.0 +65.0 -70.0 HEIGHT Y-2-Y. 19.111-24.641 +650 410.0 +650 -110.0 +65.0 410.0 Custom 11.391-13.397 +65.0 -70.0 +850 -760 4850 -70.0 +650 700 Custom 17,841-18.397 +85.0 -110.0 +85.0 -110.0 +85.0" -104.6• f'"d 75• %- -y 13.398-19.110 +65.0 -70.0 +65.0 •70.0 +85.0 70,0 +85,0 70.0 or Y-V-Y4 19,398.24.360 465.0 -110.0 +65.0 410.0 465.0• -109.5• 23 Y Ya-Ya 19.111-24.641 +85.0 -700 +65,0 70.0 +650 700 465,o •T9.0 .-Y-Y 24.361-31.641 +650 -110.0 +65,0 -110.0 +65.0 -1100 Custom 18.386-19.397 +650 -70.0 +85.0 -70.0 +65.0 -70.0.1465.0- •W.2• 1"LtY' %-Y-. 29.541-32515 +650 -110.0 +65.0 -1160 765.0' -104.6' y0--'Y-Y 19.398-24.360 +65,0 -70.0 +65o -7o.o 465.0 70,0 485.0' •66.8' Y%-Y 32.616-39-641 +65.0 -110.0 +650 410.0 +650 -110.0 21.361-36.360 +65.0 -70.0 4650 -70.0 4650 -70.0 +65.0 -70.0 140' Custom '• -39.641 +65,0 -110.0 -65.01410.0 +85,0' 4D4.6• a%1e SILL 120' Y-Y-Y -30.360 +656 70.0 4W -76.0 +65,0 -70.0 +85.0• -672• •+651-110 FOR GLASS TYPES 11812 SEE TABLE 26 FOR ANCHORAGE 4 `+651-70 FOR GLASS TYPE 8+ SEE TABLE 25 FORANCHORAGE O "MIN,SASH SIZE=t''4NDOW WIDTH-60,72 "MIN.SASH SIZE=WINDOW WIDTH59.28 TABLE 16: 2 Glass TypesSASH WIDTH - 14-18 Sash Design Pressure(ibsffi)for XOX Sash Width Windows 3 SECTION DETAIL ReInt Level Conrgumibn Raree On) d8• Window Buck Height 83' a MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT Custom 11.391-13.397 4850 -110.0 +85.0 -110.0 465.0 -110.0 28 (REINFORCEMENTS SHOWN 60' YY-Y4 13.398-15.360 465.0 410,0 +850 -110.0 +65,0 410.0 023 23 o IN FIGURES APPLY TO ALL Y,-Y-% 15.361-19.641 +65,0 -110.0 4650 -110.0 +65.0 •110.0 FRAME TYPES 8 Custom 11.391-13.397 +65.0 410.0 +050 -110.0 +65,0 -109.3 'IAMB exrenton CONFIGURATIONS) n o 0 T6' 1 J3.3W-19.110 465.0 •710.0 4650 .1160 4650 -fozo V 19.111-24.641 +650 -110.0 +66.0 -116-0 +65,0 -102.8 Appm"vit"complain lWil- m ploriVuldlCustom 17.841-19.397 0-65,0 410.0 0-650 -110.0 +85.0 -97.488' Y-Y 19-Y .39824.360 +850 -110.0 +85.0 -110.0 +65,0 -92.0Revised 19): Dote; R"low8�4+ Y3-Y.-Y, 124.361-31.641 465.6 1-110.0 +050 410.0 7e5.0 :Fa.-4 120' a"Y 29.641-32.545 +65.0 -f10.0 4650 -109.8 +85o .84.3 �,OCENSg �Q Ravtaad By: Data: RevLlon: Ya-Y-Y 32.618-39.641 +85.0 -110.0 +850 -105.0 +05.0 •80.6 Q-: 140' Custom •39.641 +65.6 -110.0 4650 •105.0 +60.0 -60.0 N0.58705 NOTES: "' SEE TABLE 27 FOR ANCHORAGE _ fi� = C4 Desurip0om - grown ��-. DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLEDTHROUGH THE FRAME ORINTEGRALFIN. -'0 oY lSEE SHEETS 3 SASH SIZE IS AS PER THE FIGURE. _,�45 LICK 1070 TECHNOLOGY DRIVE 71110- mu. 3)FOR SIZES NOT SHOWN,ROUND UP O THE NEXT AVAILA2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHTBLE WIDTH OR HEI HT DIMENSION SHOWN ON THE TABLE. %,� ••, k A OF '.-�Gt/^ N.VENICE,Ft 34275 HORIZONTAL ROLLER-LM 05/15/15 [gR10P.' \.` P.O.BOX 1529 4)'114-t INTH AND Yt3-1/COL LNOSCATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH r�fisi5' ••.. •• ���� NOXOMIS,*FL 34274 TRANCE INCITE E ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN v,Ar�rs11Ad�ih�I.E 'A.>:� Serree/tfodet• scale: Shoo: Lhowma Mo. R.r t14.Hd66 CERT,OF AUTH.#29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F 30"Height 36"Height 48"Hetght 54"Height 30"Height 38"Height 48"Height 54"Height Width � a a E a Fin"Installation 3.6" 4" Rein£Levet (n) Head E Head E Head E Head E Head E Head E Head 6 Head $SIR $S71 M $Sill A $sill $Sill $Sill 8 Slil $Sill Ri - Anchor Group A Anchor Group C GUiDE TO USING ANCHOR QUANTITY TABLES ADNw•cd a�mmPU11+t wbYOc 25.1/2" 12.1147 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 2 11+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): �01�' m 28" 13.397 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1" 3 1+C2+1 3 ANCHOR QUANTITY ROAN 36" 17.397 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB lllarol aelYOd mi m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: n 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION .o +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 13, 2+C2+2 13 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH it 75" 36.897 2+C2+2 2 2+C2+2 131 2+C2+2 13, 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL N Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 251!2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 u) Y SEE ELEVATION,SHEET 1 28° 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS.SHEET 5 �""a 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ;---------- W Ina 42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 f _ SEE ELEVATION, K o 'S 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O X / SHEET }n "rte In 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION.SHEET 1MEETING RAIL 0 _ 75" 36.897 1 2+C2+2 121 2+C2+2 131 2+C2+2 131 2+C2+2 31 2+C2+2 121 2+C2+2 131 2+C2+2 131 2+C2+2 13 O LL N-jo �a ' REPEAT ANCHOR PATTERN AT SILL Z N LL � SEE TABLE 8 FOR DESIGN PRESSURE U U X o TABLE 18: LU FOR XOX WINDOWS: �lz1 m o Co w g m Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY CD> Y m J JfAO o O p v t 00 5-8 Sash 30"Height 36"Height 48"Heigh! 54"Heigh! 30"Hetght 36"Hetght 48"Hetght 54'Hetght PER JAMB z a Z °'' � — Width LL Head E Head E Head E Head E Head E Head E Head E Head E 1+C3+2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY'. W p ReinE Level (tn) $SiII 8 S91 8$al $Slll -0 $SIII 110 $Sill m 1° ' (1)ANCHOR AT THE SASH J R2 ' $SIII $$III +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL O 01 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® Z +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Q J r 251/2" 112.1187 1+C2+i 2 1+C2+1 3 1+C2+11 3 1+C2+1 3 +(1)ANCHORAT THE SASH � Z 28" 13.397 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND tOANCHORS AT SILL Z 51-33 x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 W 0 O o Ste+ SEE ELEVATION,SHEET 1 O 0 In 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ~ U R to SEE ELEVATION,SHEET 1 u°•i - I+ SEE ELEVATION,SHEET 1 Q = _ 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I v Z O 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3- 76" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 _ _ SEE ELEVATION, Anchor Group 0 Anchor Group D Lpr O X SHEET ��1�1�III-YNNI�lI/ SEE `�`* ON�1GENS..4/z., 25 1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, J\ .• SHEET 1 SEE CLUSTER �- 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL DETAILS, `7 No.58705 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEETS _ � REPEAT ANCHOR PATTERN A7 SILL 42" 20.397 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 - Co NOTES: - 0 48° 23.397 1+C2+1 2 11+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH ;Ap'•• S1 'E `S:a 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. An0h07 AND BUCK HEIGHT(SEE SHEETS 3-4). '•,.F(OR10P.• (�t�: SASH SIZE IS AS PER THE FIGURES ON ���Cc •-... •• `� 75" 36.897 2+C2+2 2 2+C2+2 131 2+C2+2 J31 2+C2+2 3 2+C2+2 12 2+C2+2 3 2+C2+2 3 2+02+2 3 Spacing for"Integral- Group F 2H FOR SIZES NOT SHOWN,ROUND UP TO 1AL III"�C�" SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P-EN 68705 TABLE 19• Glass Types Anchor Quantities for XO or OX Windows Max.AnchorO.C. Spacing for"Integral- 5-8 Sash 30"Height 36"Height I 48"Helght 1 54°Heighl 83'Height 30"Height 1 36'Height 1 48'Height 1 54"Height I e3"Height Fin"Installation Relnf Level V1Cm)h Head Head Head E Head E Head Head Head HeadIII Head E Head Anchor Anchor &SillIli &SIO &Sill &SIII &Sill 10, &SIII 1°, &Sill i0, &SIII &SIII &S81 Group E Group F R3 Anchor Group A Anchor Group C 3.5' 4" 4pprored m mmplying with the 25112' 12.147 1+q+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+C2+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 Plndau Iain co�e 28" 13:397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOAH Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+C2+1 4 M IO ePr°duct trot m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 u 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a 75" 36.897 2+C2+2 2 2+132+2 3 2+132+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+132+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 41 > a° Anchor Group S Anchor Group D 25-1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 t+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 28" 13.397 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+132+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 ADa Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 j C U) 4 m427 20.397 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 O 3 ,I°e 0 0 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N Lo 80° 29.397 2+132+2 2 2+132+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+132+2 2 2+C2+2 3 2+C2+2 4 2+132+2 4 2+132+2 4 O0 _ rn o 75° 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+132+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+132+2 4 Z LL to g' m °"°'o Q SEE TABLE 8 FOR DESIGN PRESSURE U U_ X N d In 2 I-Z m O `r Co J 9ma TABLE 20: 00 Max.AnchorO.C. 0 40 Q Glass Types Anchor Quantities for XO or OX Windows z D z Spacing for"Integral- H W 0 6-8 Sash 30'Height 36 Heigh 48'Height 54"Height 63°Height 72°Height 30"Height 36'Height 48"Height 54"Height 63"Height 72°Height 0 Fin"Installation --1 Width Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Anchor Anchor ro H O Relnt Level lint 8 SN °1, &S18 &Sill ' &SIII &SIII &Sill &SIII -1p, &Sill &Sill -°, &Sill &SIII -10, 8 Sill Group E Group F ® H Z I" R4 Anchor Group A Anchor Group C 3.2' 4- 31 ° ? Q co 25-1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+132+1 51 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+132+1 4 1+132+1 4 1+132+1 5 7+132+1 5 U' H Z 28' 13.397 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+132+1 5 1+132+1 5 U 0 O Y 36' 17.397 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+q+1 5 1+C2+1 2 1+C2+1 3 1+132+1 4 1+132+1 4 1+C2+1 5 1+C3 5 U � m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+q+1 5 1+q+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+q+1 5 Z 0 48° 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+q+1 4 1+q+1 5 1+G3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+q+1 5 1+q+1 5 ¢ _Mmi, 60' 29.397 2+132+2 2 2+132+2 3 2+C2+2 4 2+q+2 4 2+C3+2 5 2+04+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+q+2 4 2+q+2 5 2+C4+2 5 NOTES: anu 's'° 1)FRAME DIMENSIONS 75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C4+2 5 2+134+2 5 2+C2+2 2 2+132+2 3 2+C3+2 4 2+C3+2 4 2+134+2 5 2+134+2 5 ARE BUCK WIDTH AND vvvvvvt IIIc/ Anchor Group B Anchor Group D BUCK HEIGHT(SEE \���aNV IYNM 25-1l2" 12.147 1+132+1 2 1+132+1 3 ----- 4 .1+C2+1 41 1+C2+1 5 1+C2+1 5 1+V21+C2+1 2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER HE FIGURES ON.SASH SIZE SHEETS 3 ��� vvCEl ISE 4P ' SHEETS 6.8. .•'it 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+132+1 5 1+ C2+1 3 1+C2+1 4 1+132+1 4 1+C2+1 5 1+C2+1 5 #: No.58705 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1. 5 1+ C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+q+1 5 2)FOR SIZES NOTSHOWN,ROUND UP TO42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+q+1 5 1+C3+1 5 1+ C2+1 3 1+132+1 4 1+C2+1 4 1+q+1 5 1+q+1 5 THE NEXT AVAILABLE %'0 •, �'1 m WIDTH OR HEIGHT STATE O� :•�48" 23.397 1+C2+1 2 1+132+1 3 1+C2+1 4 1+C3+1 4 1+G3+1 5 t+C3+1 5 1+ C2+1 3 1+C2+1 4 1+q+1 4 1+C3+1 5 t+q+t 5DIMENSION SHOWN ON �60° 28,397 2+132+2 2 2+132+2 3 2+132+2 42+C3+2 4 2+C3 5 2+134+2 5 2+ C2+2 3 2+132+2 4 2+C3+2 4 2+q+2 5 2+134+2 5 THE TABLE. FS;.•••••••75' 38.897 2+132+2 2 2+132+2 3 2+133+2 4 2+q+2 4 2tC4+2 5 2+&+2 5 2+ 132+2 3 2+q+2 4 2+133+2 4 2+C4+2 5 2+C4+2 5 3)SEESHEE79FORA ��/S�ONA�`��`` SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING HESE A.LYNN MILLER,P.E. TABLES. P.EA 68705 TABLE 21' WC .W Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Sash 30"Height 36"Height 48"Height 54"Height 63"Helght 30"Height 38-Height 48"Height 54"Height 63"Height Spacing for"Integra!- Group F Width Head Head Head Head Head E Head Head R Head a Head R Head 12- & Fin"Installation (in) 4" &Sin &Sill &Sill &Sill &Sill 8 Sill &Sill `; &SIlI Sul ' 8 Sill ill .tpArnvtd�emai�.tlaC xGO o. Anchor Group A Anchor Group C 12.147 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+i 4 1+02+1 4 13.397 1+C2+1 2 1+C2+i 3 1+C2+1 t4l+C2+1 C2+1 4 1+C2+1 4 Df s dr r4odud 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 C2+1 4 1+C2+1 4 pi -dF ( 20.397 NotAllowed 1+C2+1 2 1+C2+1 3 1+C2+1 C2+1 4 1+C2+1 4 (/ 23.387 1+C2+i 2 1+C2+i 3 1+C2+1 4 1+C2+1 4 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 C2+2 4 2+02+2 475" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 C2+2 A 2+C3+2 4 Anchor Group 8 Anchor Group D 25-11r 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 d 1+C2+1 4 1+C2+1 2 i+C2+1 3 1+C2+1 4 i+C2+1 d 1+C2+1 4 "ea 28" 13.397 1+C2+1 2 1+C2+1 131 i+C2+1 4 1+C2+1 41 1+C2+1 4 1+132+1 2 1+C2+1 31 1+132+1 4 t+(,2+1 41 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 p O 4 A2" 20;397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 A l+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+i 4M1+C2+lo 48" 23.397 i+C2+1 2 i+C2+1 3 i+C2+1 4 t+C2+1 4 i+C2+1 4 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 O N60" 29.397 2+C2+2 2 2+02+2 3 2+C2+2 4 2tC2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 � m o a X 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+03+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 z LL Y LL � ra cl SEE TABLE 11 FOR DESIGN PRESSURE W O °0' W "a TABLE 22: t wm0 Y � nw Glass Types Anchor Quantities for XO or OX Windows GLASS aia MAY > o p Q 1012 8 1q-16 Sash 30'Height 36"Height 48'Height 54"Height 63"Height 76"Height 30'Helght 38"Height 48°Height 54"Height 63"Height 761 Height WITH J-NOT CHANNEL NEL r z D. ~ w LL WidthHead S Head S Head E Head Head Head Head Mead Head Head HeadIII Head • FRRiGRAtFiN J O ReInR4Leve1 (i &Sin -f°, 8 Sill &Sln 4 &SID &Sl1) &S2i -, &SillIII &Sill -{0, &Sill I &Sill ' &Sill &SIN Z W r s Anchor Group A Anchor Group C 8! Q J 25-1/2' 12.147 9 f2 i+C2+1 2 1+C2+1 3' 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3ti 6 d Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 a tY 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C4+1 5 o O ¢ - z m 42" 20.397 NOtAIIOWed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 U IX Q T 0 48` 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 6 1+04+1 5 U, 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+04+2 5 "+r •as.0 ea, NOTES: 75- 36.897 2+C2+2 121 2+C2+2 I3I 2+C3+2 41 2+04+2 141 2+C4+2 5 2+04+2 5 1)FRAME DIMENSIONS X11 rr ARE BUCKWIDTHAND Anchor Group B Anchor Group D SUCKHEIGHT(SEE SHEETS 3.4).SASH SIZE IS �' 1_,CEhtS•'• 25-112" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+i 4 1+C2+1 5 1+C3+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 AS PER THE FIGURES ONr:' 28' 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 4 i+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETs6s. No,g87p$ 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 i+C2+1 21 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C4+1 5 2)FOR srzfsNOT =-a i q " 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C3+1 5 1+C4+1 5 sIie, RAUNO UPTO '73 f 7 m THE EXrAVAI ABLE S r�: 48` 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 6 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+C4+1 5 WIDTH OR HEIGHT v`• k f Eo. �t(r: DIMENSION SHOWN ONi t5' '•�OR10A 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 THE TABLE. 76" 36.897 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C4+2 4 2+C4+2 5 2+04+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+04+2 8 2+C4+2 5 3)SEESHEET9FORA 'rr+fjwi ` SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E. TABLES. P.E.058709 TABLE 23: Glass Typos Anchor Quantities forXOX Windows 5-8 sash 44- q ! B 9h Sash Width ght 30 Haight 38'He3 48'Hot M 54•Fie( t 83`Haigh 24'Height 30 Haight 38'Height Aa'tiolght 54'NeEgM 83'Height Con5gure5on a a m .o a a RoIAE Leel Range(n) Head&Bill ,� Head&SID E Hoad&S(U Head&SN Head&Sill ' Head&S31 E Head&S91 Head&SM a Fuad&Sig bead&S91 ' Haad&S91 Head&S91 R3 '9 -+ Anchor Group A Anchor Group C 35.1/4' Ya-)s-ye 11.391-11.391 1+02+0+(2+i 2 1+C2+0+C2+1 2 1+02+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+02+p+C2+1 2 1+02+o+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2 4 1+C2+O+C2+1 4 4PPnmd aan cl'Hcawhbto. 3W %-')a-Y 12.308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+02+1 3 1+C2+O+CZ+1 4 y+C2+0+C2+1 4 y+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+02N 2 1+02+O+C2+1 3 i+C2+O+C2+1 4 1+02+p+C2+1 d i+C2+p+C2+1 4 ". 1� Ya h-�a 11.391-13.397 1+02+0+C2+1 2 1102+O+C2+y 2 1+C2+O+C2+1 3 1+02+0+(2+1 q 1+C2+O+G2+1 4 y+C2W+C2+1 4 1+C2+O+C2+1 2 S+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+C2+1 4 1+CZ+0+C2+1 4 1+02+0+(2+1 4 NG'LN �b 1 d5-118` M1emf Fade Product +fi-%s 3S 13.398-14.883 1+02+0+0247 2 1+02+0+02+1 2 1+02+0+C2+1 3 1+02+0+(2+1 q 1+C2+0+C2+1 4 1+02+0+(2+1 4 1+C2+o+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 NC2+NC2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 47.314 - -y 11.391-12287 1+C2+i+C2t1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+02+1 2 i+C2+i+(2+i 2 i+C2+1+C2+i 3 y+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+i 4 �a-t{a-�a #2188-15.558 i+C2+o+02+1 2 i+C2+q+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+O+C2+1 2 1+C2+0+C2+1 2 i+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 q 1+C2+0+C2+1 4 Custom 11.391-12.018 1+C2+1+02+1 2 1+C2+i+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 411+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 52-118` Y4-%-Y, 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 7+C2+1+CZ+i 4 i+C241+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+CZ+1+C2+1 4 1+C2+1+02+1 4 1+02+1+C2+t 4 N x x-15-3s 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 q 1+C2+O+C2+1 2 1+(2+0+(2+1 2 i+C2+O+C2+1 3 1+02+D+C2+i 4 1+(2+0+02+1 4 1+C2+D+C2+i 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+0241+C2+1 4 1+CZ+1+02+1 4 14(2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 60' X-N-y 13.398-16.360 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+i+C2+1 q 1+C2+1+C2+i 2 t+C2+1+C2+1 2 1+C2+1+CZ+1 3 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 1+CZ+1+C2+1 4 . 92 %-,%-3S 16.381-19.041 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C24o#C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+02+D+C2+1 4 i+C2+0+C2+i 4 i+C2+0+C2+1 4 y '"ab {tJ 7 Custom 11.391-113.397 +C2+3+C2+1 2 1+02+3+G2+1 2 1+02+3+C2+1 3 1+02+3+02+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+CL+3+02+1 2 1+02+3+02+1 2 1+C2+3+02+1 3 1+(2+3+(2+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 > t j � Q 75' %-*/i- 13.398-19.110 7+02+2+(2+1 2 1+(2+2+(2+1 2 1102+2+02+1 3 5+02+2+02+1 4 1+4"1+2+02+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+CZ+7 3 1+C2+2+C2+1 4 i+C2+2+C2+1 4 1+02+2+C2+1 4 a O fn p '/a-yi% 19.111-24.641 1+C2+1+C2+1 2 1+C2+S+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C•2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+y+C2+1 4 1+C2+1+C2+1 4 0 tc� �, clop a r Custom 18.380-19.397 1+C2+3+C2+1 2 7+C2+3+(2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+03+3+(3+1 4 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O� N -ato 1:1928, -jj% 19.398-24.380 1+(2+3+(2+11+02+3+02+i 2 1+C2+3+CZ+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C3+3+03+1 4 1+C2+3+C2+1 2 1+C2t3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 -1 i''�''J 1e 4 t! a-}4- 24.381-30.380 1+02+2+C2+! 2 1+C2+2+C2+t 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+7 4 7403+2+C3+1 4 1+(2+2*C2+1 2 1+02+2+02+1 2 1+C2+2+02+1 3 1+02+2+02+1 4 1+02+2+[2+1 4]+02+2*C2+1 4 a%4-31ry •' -30.38(1 1+02+3+C2+1 2 1+(2+3+(2+1 21 1+C2+3+(2+1 3 y+1 +3+C2+1 4 1+(2+3+(2+1 4 1+03+3+C3+1 4 1+02+3102+1 2 1+02+3+(2+1 2 1+02+3+C2+1 3-14 4 1+C2+3+C2+1 4 1+C2+3+C2+y q U U X' o ` Anchor Group a Anchor Group D LU W m Q 1 J o 35.1!4' -y3-�a 11.391-11.391 1+C2+0+02+1 2 1+C2+O+02+1 2 1+C2+0+02+1 3 1+(2+0+(2+1 4 1+02+0+(2+1 4 1+02+0+(2+1 4 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2+0+02+7 3 1+C2+O+C2+1 4 1+02+0+(2+1 4 1+C2+D+C2+1 4 > `0 In -I 00 38' Y,-Y,% 12.308-12.308 1+C2t0+C2+1 2 NC2+0402+i 2 1+C2+o+C2+1 3 1+C2+0+02+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+C2+D+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 r�Z Ci Z FQ,,, �+ W 45.118' a-)i-Y 11.391-13.397 1+C2+0+C2+1 2 1+(2+0+12+1 2 5+02+0+(2+5 3 1+02+0+02+1 4 t+02+01(2+1 q 1+C1+0+C2+1 4 1+C2t0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+t2+1 4 1+C2+O+C2+i 4 Ili 0 J a'3- 13.398-14.883 14(2+0+(2+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C2+p+f2+1 4 1+(2+0+(2+7 4 1+C2+0+02+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+02+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 J }�%-% 11.391-72297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+02+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+i 2 1+C2+1+C2+1 3 1402+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 r 0 r 47.314' a Z laaµs }s-}S- 12.298-75.558 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+02+01(2+1 3 1+02+0+(2+1 4 1+C2+6t(2+1 4 1+02+0+02+1 4 1+{210+02+1 2 1+02+0+(2+1 2 S+C2+11+(2+1 3 1+C2+O+C2+t 4 1+C2+0+C2+1 4 t+C2+0+C2+1 4 G ¢ J CJ? Custom 11.391-12.016 1+C2+14C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 $1+02+7+C2+1 4 1+C2+1+C2+1 4 7+02+1+02+1 4 ���eee � Q � 52-1le' %+/,.y. 12.017-73.397 1+02+1*C2+1 2 1+C2+i+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 q i+(2+1+(2+1 4 1+C2+7+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+02+t+C2+1 4 t+C2+1+C2+y 4 1+C2+1+C2+1 4 w 1.- 1 etoag j7s-'js-yt 13.398-77.818 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+y 3 1+C2+0+ +1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+CZ+1 4 7+C2+0+C2+1 4 1+C2+0+C2+1 4 b 0 d d Custom 11.391-13.397 1+C2+1+02+1 2 1+C2+1+02+1 2 1402+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+02+1+02+ = r 1 41+C2+1+C2+14 N 0 Q 80' y4- -� 113.398-15.380 1+C2+1+02+1 2 1+C2+1+C2+1 2 1402+i+C2+1 3 1+C2+1+C2+i 4 1+C2+i+C2+1 4 i+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 211+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 d 1402+1+C2+14 i a %-Ys-% 15.361-19.641 7+C2+0+C2+1 2 7+C2+O+C2+1 2 1+C2+p+C2+i 3 1+C2+0+C2+1 4 S+C2+0K2+1 4 1+C2+O+C1+1 4 i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+42+0+C2+1 4 1+(2+0112+y 4 11(2+D+02t1 4 ¢ Z S Custom 111.391-13.397 1+02+3+C2+1 2 1+C2+3+02+1 2 14C2+3+C2+1 3 i+C2+3+C2+1 4 14C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 agy �sap sauog 75' Y4-Y,-Y, 13.398-18.110 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 i+C2+2+C2+1 4 y+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 411+02+2+C2+1 4 1+02+2+C2+1 d - - 58.111-24.641 1+02+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+1 3 1+C2+1+C2+1 4 1402+1+C2+t 4 1+C2+i+C2+1 4 i+C2+1+C2+1 2 t+Cy+1+02+1 2}+C2+7+C2+i 3 1+(2+1+C2+1 4 t+C2+i+C2+y 4 f+C2+t+C2+1 4 >>� N�{LYNN Mf �p ,,......,,ie Custom 18.380-19.387 1+02+3+02+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+(2+3+(2+7 4 14(2+3+02+1 4 1+02+3+02+1 4 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3tC2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 4 '^. i4ENSF Qr 4 Y4-%-Y4 19.398-20.380 1+02+3+C2+5 2 1+02+3+02+1 2 7+(2+31(211 3 1102+3+C2+1 4 1+(2+3+(2+1 q y+02+3+CL+1 4 i+C2+3+02+1 2 y+02+3+02+1 2 S+C2+3+(2+7 3 1+02+3+02+1 A l+02+3+C2+1 4 1+(2+31(2+7 d '•.•/t' Ya X-A 2L361-30.380 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1402+2+C2+1 4 - No.56705 120' -y •• -30.380 1+(2+3+C2+1 2 1+02+3+C2+1 2 NC2+3+02+1 3 1+02+3+C2+i q 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 IINDOWWIDTH-5928 SEE TABLE 9 FOR DESIGN PRESSURE ':�. - YACG� • Wu MIN.SASH SIZE= NOTES: _ OFFF Max.Anchor O.G. Anchor jn 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE SHEETS 3.4} SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. Spacing for"Integra!- Group E 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. fisFin"Installation 2,g^ 3)SEE SHEET BFOR AGUIDE TOUSINGTHESE TABLES. �,,,lONAI. �t.• --- 4)'1/4-1/2-1/4'AND-1/3-1/3-1,13-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. I P.EA 68708 TABLE 24: Glass Types Anchor Quantities for XOX Windows 5&0 Sash 24-Wight 30'Height 36'Height 48'Height 54'Height 63'Height 24'Height 3O•Haight 36•Haight 48'Height 54'HeI ht BY Height Sash �� 9 8 B 9 B 9 9 9 9 9 B 9 CanSgurallon a a a a a a a a a a a a Refn1 Level Range(n) Head&Sill -EE, Head&S01 Head&Sill Head&S01 Head&Sill Head 6 Sill Head&S01 Head 8 SIII 9 Head&801 9 Head&Sill Head&Sill I Head&SIII R4 Anchor Group A Anchor Group C Apprared n mmplylagr101i 354/4' 36--%-Ya 11.391-11.391 1+C2+0*C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Fbrld. Idi C 38' %-%-Y, 12.308-12.308 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 14C240+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 lhlc �lD 0 iVOAe Y4-Y,-Y4 11.391713.397 1+C2+0+C2+1 2 NC2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 X hml deRododgo" 45-1/8' 13.388-14.683 1+C2+0+C2+1 2 NC2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 %-Ya-Ya M'. -Y,-Y4 11391-12 287 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 473f4' 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �-y� 12288-15.558 Custom 11.391-12.016 NC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 52-116' y-Yy-y 12.017-13.397 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1402+1+C2+1 4 w Y %a-%-Ya 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.387 Not Allowed NC2+1+C2N 2 1402+1+0241 2 1402+7+02+1 3 1+02+1*C2+1 4 1+02+1+C2+1 4 1+C2+1402+1 4 � Sir Y4-%-y4 13.398-15.360 1+C2+1+C2+1 2 14C241+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 aBa 15.361-19.641 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 41 O C 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1*C2+2+C2+1 4 -715a 0 � 76' %-Y,-y, 13.398-19.110 O 715 O -�-� 18.111-24.841 1+C2+1+02+1 2 1+0241402+1 2 1+G2+1+C2+1 3 1+C2+1+0241 4 1+C2+1+02+1 4 1+C2+1402+1 4 > 1� r �' LID Custom 18.360-19.397 1+C2+3+C2+1 2 NC2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+G2+1 4 0 -79- Y,-%-Y, 79 98' Y,-%-Y, 19.398-24.360 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3 C2+1 4 1+C2+3402+1 4 O_j 0)_j o r = Ya-�-Ya 26.381-30.360 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+G2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+C2+1 4 T LL! LL 1�„ Y-. -� _� 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W O X rn Anchor Group B Anchor Group D I-Z m O 2 Go J �++a 3&t/4' '/a-Ya-Ya 11.391-11.391 co 1+C2+O+C2+1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+02+O+C2*1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 NC2+O+C2+1 3 t+C2+0+C2+1 4 1+02*0+C2+1 4 1+C2+o+C2+1 4 0 p p � Q 38' Ya-%-Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+02+0+C2+1 2 140240+02+1 3 1+0240+C2+1 4 NC2404C2+1 4 1+02+O+C2+1 4 Z D Z LLL Y.-Ya-% 11.391-13.397 1*C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 LU 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+O+02+1 3 1+02+O+C2+1 4 t+02+0+02+1 4 1+C2+O+C2+1 4 O 45-1/8 J M Ya-%-Ya 13.398-14.683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+NC2+1 4 1+C240+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 14C240+CZ+1 4 1+C2+D+C2+1 4 F• 47 14• y4-y2_% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+0241+0241 3 1+C2+1+02+1 4 1+02+1402+1 4 1+02+1+C2+1 4 ® `9 Z � 1°i15 '/a-Y,-Y3 12.298-15.558 t+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+C2+11 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C240+G2+1 4 1+C2+0+C2+1 4 9 J Custom 11.391-12.016 1+C2+1+C2+1 2 1+02+1402+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (� - Z L Z 910 q 52-16• -J4-� 12.017-13-397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ Q' LL 0 CD 9 li-K-X 13.398-17.016 t+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+O+C2+1 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+0240+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 O = N m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ~ {J M Lo g 60' Y4-Y2-Y4 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1+C2+1 4 1402+1+C2+1 4 1+C2+1+C2+1 4 Y+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2+t+0241 3 1+C2+1+02+1 4 NC2+1+G2+1 4 1+G2+1+C2+1 4 C ¢ = Q' Ya-Ya-Ya 15.381-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C240+C2+1 2 1+C2+O+C2+1 2 1*C2+0+02+1 3 1+C2+O+C2+1 4 1+02+O+C2+1 4 1+C2+0+C2+1 4 Z Bl. •aaBQ 68!105 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 l*C2+3+C2+1 3 1402+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 4 1402+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' YY,-Y, 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1402+2*C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+0242+C2+1 2 1+02+2+C2+1 2 140242+02+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 yj-Ya-Ya 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1*C2+1+C2+1 4 1+C2+1+C2+1 4 \`����C1`l LYNN mlze� Custom 18.360-19.397 1+C2+3+02+1 2 1+02+3+C2+1 2 1+C2+3+C2*1 3 1+02+3*02+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3402+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3*C2+1 4 1+02+3+C2+1 4 1+C2+3+02+1 4 ,>"�;''•\,\GENSF'•.,'P C: 86• 19-398-24.360 1+C2+3+02+1 2 1+C2+3+G2+1 2 140243+0241 3 1402+3+02+1 4 1+02+3+C2+1 4 1+C2+3402+1 4 1+0243+C2+1 2 1+C2+3+C2+1 2 1+0243402+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1402+3+02+1 4 �-;r:• No,58705 %-y-'/a 24.361-30.380 1+02+2+C2+1 2 1+02+2+02+1 2 1402+2+02+1 3 1+C2+2+02+7 4 1+C2+2+C2+1 4 1402+2+C2+1 4 1+C2+2+0241 2 1+02+2402+7 2 1+C2+2+0241 3 1+02+2+02+t 4 1402+2+C2+1 4 1402+2+02+1 4 _ 120' Y.-)5-Y. -30.360 t+C2+3+C2+1 2 1402+3+C2+1 2 1402+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 �•.a i 7�S aC NOTES: SEE TABLE 13 FOR DESIGN PRESSURE � TE ;' WINDOW WIDTH-59.29 S' MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). � ••• 2 :i't� FCORIO?:••' Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-& �s /ONA� �a` 4CJ acin for"Inte ral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �i/ S' I� g g P 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. //rlllll��t�\ Fin"Installation 4" 4)-114-112-I4-AND-113-113-IIW INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E. IN THE ADJACENT COLUMN,'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PES E05 TABLE 25: Glass Types Anchor quantities for XOX Windows 7&8 Sash 24'Height 30'Height 36•Heigh! 48'Height 54'Height 63•Height 24'HeIgM 30•Height' 38'Height 48'Heigh 54'Height 63•Height Sash Width C°nfgmation a a a a a a a a a a a a Relat Level Range Ga) Hand 8 Sig Heed 8 Sill E Heads SW Heed 8 SW Heed 8 Sill E Head&S01 Head 8 Sig Head fi Sig Head b Sll Heed 8 511 Head 11 Sig Heed 8 SIII w R4 Anchor Group A Anchor Group C Approve)N anptyla9 wllb 16. 35.114• Y,-%-Ya 11.391-11.391 1+C2+O+C2+1 2 1+C240+C2+1 2 1+C2+O+C241 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 HC2+0+C2+1 4 �t °�° C°� 38' %-%-Y, 12.300-12.308 I+C2+O+C2+1 2 1+C2+O4C2+1 2 1+C2+04C2•1 3 1+C2+o•C2+1 4 1402+0+C2+1 4 1+C2•O+C2+1 4 HI/AN 11.391-13.397 1+C2.0+C2+1 2 t+C240+C2+1 2 1+C2.04C2+1 3 HC24o+C2+1 4 I-C2404C2+1 4 1+C2•O+C2+1 4 Iml D de Prod C sol 45-1/8' '/-y-y 13.398-14.803 1+C2+0+132+1 2 1+C240+C2+1 2 1+C240•C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Til: %-%-y 11.391-12297 1402+1•C2+1 2 1+C2+1+132+1 2 1+C2+14C2+1 3 1+C241+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4' 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C241 3 1+C2+0+C2+1 4 1+C2+O+CZ+1 4 1+C2+O+C2+1 4 ys-yb-ye 12.298-15.558 Cullom 11.391-12.018 1+C2+1+C2+1 2 14C2+l-C2+1 2 1+C2+14C2+1 3 1+132+14C2+1 4 1+C2+1+CZ+1 4 1+C2+14C2+1 4 a LG 52-1/8' %�-Y 12.017-13.397 1+C2+HC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+132+1 4 1+C2+1+C2+1 4 1+C2-1+C2+1 4 t 1+132+0+132+1 2 1+132+04132+1 2 1+13240+C2N 3 1+132+0*132+1 4 1+132+0.132+1 4 1.132.0+132+1 4 13.398-17.010 Custom 11.391-13.397 Not Allowed 1+C2+14C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+02+1+C241 4 1+132+I+C2+1 4 1402+1+C2+1 4 to Y m' r' 80' %-y 13.398-15.380 1+13241+132+1 2 1402+HC2+1 2 1+132+14132+1 3 1+132+1+132+1 4 HC2+14132*1 4 1+132.1*132+1 4 U (n nay 1+C240+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+04C2+1 4 v y-y_y 15.361-19.641 µl O Q 1+C2*3+132+1 2 1+132+3+132+1 2 1+C2+3+C2+1 3 14132+3+132+1 4 1*C2+3*C2+1 4 1+C2+3•C2+1 4 > (n Custom 11.391-13.397 O 1+C2+2+C2+1 2 1+C2+24132+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 O ,- 75' %-y/y-y 13.398-19.110 f] a1aO ya-m-ya 19.111-24.641 1+C2+1*C2+1 2 1+C2+14C2+1 2 1+C2+14C2+7 3 1+C2+1+C2*1 4 1+C2+14C2+1 4 1*C2+1+C2+1 4 >-_ N 1+132+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 14C2t3+C2+1 4 HC2+3+C2+1 4 t+C2+3+C2+1 4 Custom 18.300-19.397 O0 tai } 90' '/y-% 19.398-24.360 14C2+3+C2+1 2 1402+3.0241 2 1+C2+340241 3 1+C2+34C2+1 4 1+132*3+132+7 4 1+C3+3+133+1 4 O_j N J O aav0 4- 4 Z �LL 0 + 24.361-30.380 1+132+2+132*7 2 1+13212+132+1 21+C2+24C2N 3 1+132+2402+1 4 1+132*2+13241 4 t-C3+2+C3*1 4 Z(Ij to y-y-� 120' %h-% " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+132+3+132+1 3 1.132+3+132+1 4 1+132+3+132+1 4 1+133+34133+1 4 W Z x o�p W ,°N Anchor Group B Anchor GroupD ~o„1 m Y J enw 35-1/4' co %-%-y 11.391-11.391 1+C2+O+C2+1 2 1-C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 l-G2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+CZ+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 5 Q O Q J 38' '/a-%-y 12.308-12.308 1+C2+O+C241 2 1+G2•o+C2+1 2 1+C2+O+C2+1 3 1402•OtO2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+G+C2+1 2 1+132+0+C2+1 2 1+C240+C2.1 3 1+C240+C2+1 4 1+C2+0+C2+1 4 1+C2+O+132+1 4 Z D. W o y-#% 11.391-13.397 1+C2+O4C2+t 2 1402+0+C2+1 2 14C240+C2+1 3 1402+0+C2+1 4 14C2+O+C2-1 4 14132+O+C2+1 4 1+C2+0+C2+1 2 HC2+0+C2+1 2 1+C2.0+C2-1 3 1+C240+CZ+1 4 1*C2+0•C2+1 4 1+C2+0+G2+1 4 O 454178' + 13.398-14.683 1+C2.0•C2+1 2 14C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+132+1 4 1+C2+O+C2+1 4 1+C2+04C2+1 2 HC2+0402+1 2 1+C2t0+C2+1 3 HC2+0+C2+1 4 1+C2+O+C2•l 4 1+C2+O+C2+1 4 J -y-Yb {- y-y-y 11.391-12.297 1+C2+14132+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 f+CZ+14C2+1 4 1+C2+1+132+1 4 i+C2+1+C241 4 1+132+1+C2+1 2 1+C2+14C2+1 2 14C2+1+C2+1 3 1+C2+1+132+1 4 1+C2+1+C2+1 4 1•C2+HC2+1 4 O N Z Iaa45 473!4' y-y 12298-15.558 1+0240+C2+1 2 1+C2+O+C2+1 2 I+C2+O+C2+t 3 1+C2+O+C2+1 4 1402+04C2+1 4 1+C2+O+C2+1 4 1+C2+04C2+1 2 1+C2+0+C2+1 2 1+C240+C2H 3 1+C2+0+C2+1 4 I+0240+C2+1 4 1+(,1'+0+132+1 4 D Q � Custom 11.391-12.016 HC2+1402+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+HC2+l 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+HC2+1 4 1+C2+HC2+1 4 1+C2+14C2+1 4 )- Z t t ♦ +♦ + ♦ ♦♦ • + +♦ + ♦ + + + ♦ + + +4 ♦ Z ° 52-118' y4-%-y4 12-017-13.397 1 C2 1 C2 1 2 1+C2+1+C2+1 2 1 132 1 C2 1 3 1 C2 1 C2 1 4 1+C2+) C2+1 4 1+C2 1+C2+1 4 1 C2+1+C2+1 2 HC2+HC2+1 2 1 C2+1+C2+1 3 1 C2+1+C2 1 4 1 132 1132+1 4 1132*1+132+1 4 ¢ 0 10J5 �+ y,%-% 13.396-17.018 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+c2+D+C2+1 3 14C240+C2+1 4 1402+0+C2+1 4 HC2+0+C2+1 4 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C2404C2+1 4 7+C2+0+C2+1 4 1+C2+O+C2+1 4 O = N �a- m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+HC2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 2 1+C2+1+C241 2 1+C2+1+132+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 4 z O w In 60' +�_y 13.398-15.380 1+132+1+132+1L*CC2+1 2 1+132+i+132+1 3 1+132+1+132+1 4 1+132+HC2+1 4 1+132+1*132+1 4 1+132+1+132+1 2 1+132+1+132*1 2 1.132+1+132+1 3 HC2+1+132+1 4 1+C2+HC2+1 4 1.13241+132+1 4 O 7j = '/-yls-y5 15.381-19.841 1*132+0+132+/ +132+1 2 1+132+0+132+1 3 1+132+0+132+1 4 1+132+0+132+1 4 1+133+0+133+1 4 1+13240+132+1 2 1+132+04132+1 2 1402+0+132+1 3 1+C2+O+G2+1 4 1+0240+132+1 4 1+132+04132+1 4 `•� _ Custom 11.391-13.397 I.G2•3•C2+1 +C2+1 2 1+C2+3+C2+1 3 1+C2+3+132+1 4 1+C2+3+C2+1 4 I-C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C241 2 1+C2+34C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+132+1 475' yy_y¢_y 13.398-19.110 1+C2+2+C2+1 +C2•1 2 1+132+2+C2+1 3 1+C2+2•C2+1 4 1402+2+C2+141+C3+2+C3+1 4 1+C2+2+C2+1 2 1+132+2•C2+1 21+C2+24C2+1 3 1+C2+2+C2+1 4 1402+2+C2+1 4 1+02+2+C2+1 4LYNNy-%-y§ 19.111-24.641 I-C2+1+C2+1 +C2+1 2 1+C2+1+C2+1 3 1402+1+C2+1 4 1+C2+1+C2+1 4 1+133+1+133+1 4 1+132+1+C2+1 2 HC2+HC2+1 2 1+C2+1+C2+1 3 1+C2N4C2+1 4 1+132.1*132+1 4 1+132+1+132+1 4 �� N� til/` 0 Custom 16.360-19297 1+C2+3+C2+1 +C2+1 211-02-3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 HC2+3•C2+1 2 1+132*3+132+t 2 1+C2+3*132*1 3 HC2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Qtr' VCENgE•.,F9 i 98' %-y-yS 19.398-24.360 1*C2+34C2+1 2 HC2+3+132+1 2 1+132+3+132+1 3 1402+3+132+1 4 1+132+3+C2H 4 HC3+3+133+1 4 1+132+3+132+1 2 1+132+3+132+1 2 1+132+3402+1 3 1+C2+34C2+1 4 I+13243+132+1 4 1+C2+3+C2+1 4 ' 24.361-30.380 1+132+2+132+1 2 1402+2+132+1 2 1+132+2+132+1 3 1+132*2+132+1 4 1+132+2*132+1 4 1+133+2*133+1 4 1+132+2+132+1 2 HC2+2+132+1 2 1+132+2+132+1 3 1•C2+2+C2+1 4 14C2+2+C2+1 4 1+132+2+132+1 4 = No.56705 •,';* 120- y-%-ye " -30.360 1+132+3+132+1 2 140243*132+1 2 14132+3*132+1 3 HC2+9+132+1 4 1+132+3+132+7 41t-C3-3+C3+111 4 1*132+3+132+7 2 1+132+3+132+1 2 1*C2+3+C2+i 3 1402+3+132+1 4 1+132*3*132+1 4 1+C2+3+C2+1 4 -„O••`/'��� f fj! SEE TABLE 14 FOR DESIGN PRESSURE AjZ 1�' •;'ALU`; "MIN.SASH SIZE NOTES:WIDTH-59.28 NOTES: U'•, EGf /.. 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3A).SASH SIZE[SAS PER THE % FLORIOi;.•'• \�� FIGURES ON SHEETS 6-11 Spacing for"Integral-Max.Anchor O.C. Anchor Group F 2)OR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ",,S%NAL Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 3,7" 4)'1/4-1/24/4'AND-J/3-1/3-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, P.EA 68705 TABLE 26: Glass Types Anchor Quantities for XOX Windows ' 10-12 Sash Sash 24'Height 30'Height 38'Height 48'Heigh 64'Haight 63'Height 24'Height 30•Height 38'Helghl 48'Height 54•Height 63•He1ght . Con6guraUon "Cath Renge On) Head&SIII � Head&SIII � Head&SN � Head&SIII � Head&SIII ,� Head&SN � Head&S0 � Head&SUI � Heed&SIU � Head&Big I Head&SIU , Head&Sill Relnt Le\e1 11 R4 Anchor Group A Anchor Group C 35414' X-Y-Ys 11.391-11.391 1+C2+O+C2+1 2 7+C2+O+C2+1 2 1+C2+o+C2+1 311-C2+0+02+1 4 1+C2+O+C2H 4 1+C2+0+C2+1 4 38' K-Yi-Yi 12.30B-12.308 1+C240+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C240+M+7 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 •DNwNnm+apiytq wttt.�li WC y%-/ 11.391-13.397 - 1+C2+o+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 45-1/8" 1+(x+0+C2+i 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0•C2+1 4 1+C2+O+C2+1 4 1+p+0+pN 4Ya-Ys-/6 13.398-14.683 47.3/4' '/s-'yj-/ 11.391-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p+O+CJH 4 1+C3+0+C3+1 4 ''/aYa12.298-15.558 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2H 4 1+C3+O+C3+1 4 1+p+o+p+1 4Custom 11.391-12.016 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+p+0+p+1 4 1+C3+0+C3+1 4 52-118' '/e-%a-% 12.017-13.397 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3 1 4 1+C3+0+C3+1 4 1+C3+O+p+1 4 %--%s-Ys 13.398-17.016 4C2+0+C2+1 2 I+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+p+0+C3+1 4 1+p+0+p+1 4 Custom 11.391-13.391 1+C2+2+02+1 2 14C2+2+C2+1 211+C2+2+02+1 3 1+C2+2+C2+1 4 I+p+2+pH 4 1+p+2+p+1 4 8O' /-y-/ 13.398-15.360 Not Allowed I+(32+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C3+2+p+1 4 1+C3+2+p+1 4 m I+02+0+021+2 1+C2+0+C2+1 2 1402+0.C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 tt1 Is.3st-ts.s4t Y Custom 11.391-13.397 1+C2+2+C2+1 2 1402+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 t+p+3+p*1 4 1+C3+3+p+1 4 75' Y'/-/ 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+34C2+1 3 14C3+3+C3+1 4 14p+3+03+1 4 1+C4+3+C4+1 4 = .7 Yi-Ya-Ya 19.111-24.641 I+CZ+D+C2+1 2 HC2+O+C2+1 2 14p+0+p+1 3 1+C3+O+p+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 j to 0 Q Custom 17.641-19.397 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+04+4+04+1 4 CO C r 98' /-Ya=/ 19.398-24.360 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+p44+C3+1 4 1+p+44pN 4 1+C4+4+04+1 4 �,LO a? etu0 LO Y%-Ya 24.381-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+p+3+C3+2 4 2+p+3+p+2 4 2*C4+3+04+2 4 0� (� �Y4-%-/ 29.641-32515 2+C2+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+p+2 4 2+p+4+C3+2 4 2+C4M+04+2 4 0 J 0)t't C) 121Y 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+ 4 2+C4+3+67+2 4 2+C4+3+04+2 4 Z LL U LL CD UA1DJ0 L3 %-%-% 32.518-39.641 140" Custom •• -39.641 2+02+3+02+2 2 2+C2+3+72+2 2 2+C2+3+C2+2 3 2+C3+4+p+2 4 2+C4+4+044 412-C444404 4 U U_ X Lo 6 1A Anchor Group B Anchor Group D Ul z m 200 O at W °N 351/4' Y-Ya-X 11.381-11.391 1+02+0402+1 2 HC2+O+C2+1 2 1+C2+0+C2+1 3 1+CL+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+02+O+C2+1 4 0 Y 'J '--I pp 38' %-%-/ 12.308-12.308 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C240+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+6+C2+1 3 1+C2+0+C2+1 4 14C2+O+C2+1 4 14C2+O+C2H 4 C Z d Z LLr /_Ya-/ 11.391-13.397 7+C2+0+C2+1 2 t+C240+C2+1 2 1+C2+0+C2+1 3 1+C240+C2+1 4 1+C340+C3+1 4 1+p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+(32+1 4 1+C2+O+C2+1 4 I+C3+O+C3+1 4 Lt) 0 457/6' _ J )i-Ys-% 13.398-14.653 1+C2+O+C2+1 2 1+C2*GfC2+1 2 1+C240+C2+1 3 1+C2+0+C2+1 4 1402+O+C2+1 4 t+p+0+C3+1 4 1+C2+O+C2+1 2 t+C2+0+CZ+1 2 7+C2+O+C2+1 3 1+C2+0+C2+1 4 I+02+0+02+1 4 Np+0+p+7 4 J 47 /4' /-%-/ 11.391-12.297 1+C24D+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2H 3 1+C2+0+C2+1'4 1+p+0+p+1 4 1+C3+0+p+1 4 7+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 14C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Q Y-%-% 12298-15.558 1+C2+O+0241 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+0+CL+1 4 1+p+0+p+1 4 1+C3+0+C3+1 4 14C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 14C2+0+C2+1 4 1+p+0+p+1 4 I+p+0+C3+1 4 ® Z 7ei4S Custom 11.391-12.016 1+C2+0+C2+1 2 14C2+D+C2+1 2 1+C240+C2+1 3 1+p+0+pH 4 1+C3+D+C3+1 4 1+p40+C3+1 4 1+C2+D+C2+1 2•HC2+O+CZ+1 2 1+C2+O+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 � Q f- 52-1/8' Y'If-/ 12077-13.397 i+C2+0+C2+1 2 14C2+0+C2+1 2 14C2+0+C2+1 3 1+p+0+03+1 4 1+C3+0+C9+1 4 1+040+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1vp+0+p+1 4 (` Z Ys-/-h 13.396-17.018 1+0240+02*1 2 1+02+O+C2+1 2 1+0240+02+1 3 I+C3+O+C3+1 4 1+p+O+C3+1 4 1+C3+0+p+1 4 1+C2+o+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p40+C3+1 4 Np+0+C3+1 4 Q 0 Z eJO� Qlstom 1!1.391-13.397 I+C2+2+C2+1 2 7402+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 Hp+2+C3+1 4 I+C3+2+C3+1 4 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 140+240+1 4 1+p+2+pN 4 O = (� 60' /-Y+ 13.398-15.360 1+02+2+C2+1 2 HC2+2+C2+1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+0+2+p+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+7 3 14C2+1+C2+1 4 1+pN+C3+1 4 Np+1+pN 4 � (� W )3-)F-)4 15.361-19.641 1+CZ+O+C2+1 2 14C2+0+C2+1 2 14C2+0+C2+1 3 1+p+&C3+1 4 1+03+0+03+1 4 7+C4+0+04+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 14O3+0+p+1 4 1+p+0+C3+1 4 1+C4+O+C4+1 4 U Z Clislom 11.391-13.397 1+C2+3+C2+1 2 1402+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2.12 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C3+3+0+1 4 7+p+3+pH 4 Q = _ 75• /-35-/ 13.398-19.110 HC2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+0+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+O2+2+C2+1 2 1+C2+2+02+1 3 1+C3+2+03+1 4 1+p+2+p+I 4 1+04+2+GSH 4 a01 '°s°0 sauag Yn-/-Yi 19.111-24.641 t+C2+0+C2+1 2 1+C240+C241 2 1+p+O+p+1 3 1+p40+C3+1 4 1+C4+0+C4+1 4 1+C4+0+CA+7 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C3+0tC3+1 3 1+C340+p+1 4 1+04+0+04+1 4 1+C4+O+C4+1 4 \\\\71 N Custom 11.641-19.397 1+C2+3+C2+1 2 14C2+3+C2+1 2114C2+4+02+1 3 1+p+4+C3+1 4 14C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 14C3+4+C3+1 4 1+p+4+C3+1 4 1+04+4+04+1 4 \\�.��N.. LYN ryj�� 7�i 96' /-/-/ 19.398-24.360 1+02+3+0241 2 1402+3+021+ 2 HC2*4+02+1 3 1+03+4+C3*1 4 1+p+4+pH 4 1+C4M+CAH 4 1+02+2+02+1 2 1+C2+3+0241 2 1+C2+3+02+1 3 7+0343+p+1 4 t+p+3+pH 4 1467+3+CA+1 4 ��•'•USGENgF'•.�c�`� Q :' Y Ya-)5 24.361-31.641 2+C2+2+C2+ 2 2+O2+3+C2+ 2 2+02+3+02+2 3 2+C3+3+p+ 4 2+p+3+C3+2 4 2.C4+3+O4+ 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1403+2+C3+1 4 t+p+2+pH 4 1+04+2+04+1 4 /-%-/ 29.641-32.515 2+C2+3+C2+2 2 24C2+34C2+ 2 2+C2+4+02+2 3 2+03+4+C3+2 4 2+03+4+C3 4 2+C4+4+CA+ 4 2402+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+p+2 4 240+440+ 4 2404+4404+2 4 _ No.58705 120• 402+3+02+2 2 2402*3+02+2 2 2+C2+3+01+2 3 2+04440+2 4 2+04+4+04 4 2+05+4+05+2 4 2402+2402+2 2 2+02+3+02+2 2 2+02+3402+2 3 2+0+3+0+ 4 2404+3+CA+ 4 2+CA+3+CA+2 4 - %-7/-% 32.616-39.841 - ' 140• Custom -39.841 2+C2+3+02+2 2 2402+3+C2+2 2 2+C2+4+02+2 3 2+03+4+p+2 4 2+C4+4 C4 4 2+05+4+05*2 4 2+02+3402+ 2 2+C2+3+0242 2 2+02+3+02+2 3 2+p+4+q+2 4 2+C4+4+C4r 4 2+C4+4+C4+2 4 �E- 1 �NOTES: SEE TABLE 15 FOR DESIGN PRESSURE %�O�'.•! 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4} ' (� '•.F/ORIOP.•' ' WINDOW W � IDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. iss� NAL �G``` GLASS TYPES 70.12&14-16 "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �/�70NAL MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 111 111110, J-CHANNEL OR INTEGRAL 4)•1/4-1/2-1/4"AND'1/3-113.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.P., I- •FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.C_,6870 TABLE 27: Glass Types Anchor Quantities for XOX Windows 14-16 Sash 24-HeIOM 30'Height I 35 Height 1 41r Height 54'Height O3'Height 24'Height 30'HeIght 1 36'Height45 Height 54'Height I 03'Height Bash Width Coniguretbn a a a a a a a a a a a a Relnf.Lew l Range(in) Head&S81 Haad&SIII ' Head&SIII Head&SIII Head&S111 Head&SN Head&SIO ' Head&Sin Head&SM Head&SIII Heed 8 Sig Head&SIII > > > R4 Anchor Group A Anchor Group C 3S-1/4' %-Ys-Ya 11.391-11.391 1+C2+0+C2+1 2 KC2404C2+1 +1 2 1+C2+O+C2+1 3 1aC2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 - -- 30 -X-)S 12.308.12.30!1 i+C2+0+C2+1 2 +1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 i4C2+0+C2+1 4 1+C3a0+C3+1 4 AFTo s �OI7/+t u11Y 0h+ 45-1/B' Y.-Y,-Y4 11.391-13.987 1+C2+0+C2+1 2 +1 2 1+C2+O+C2N 3 1+p+0+C3+1 4 14p+0+C3 1 4 1+C4+0+04+1 4 DateYs-Ys-y 13.398-14.0831+C2+o+CZ+1 22+12 taC2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+O+pN 4 �Ap 47.9/4• Y4-Y,_% 11.381-122971+02+0+02+1 22t1 2 1+02+0+02+i 3 1+p+0+p+1 4 HpaO+pN 4 1+C4+O+C4M 4Coe+Ys'%-Ya 12298-55.5501+C2+O+C2+5 22+1 2 1+C2+0+C2+1 3 14C3+0+C3+1 4 1+C3+o+p+1 4 1+C3+D+C3+1 4 D1: Custom 11.391-12016 1+C2+0+C2+1 22+1 2 1+p+0+p+1 3 1+C3+0+C3+1 4 1+C4+0+09+1 4 1+C4+0+C4+1 4 52-118• Y4-%-)� 12017-13.397 1+C2+O+C2+1 2 HC2+0+C2+1 2 t+C3+%C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 -y=/s 13.398-17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 i4C4+0+04+1 4 %Custom 11.381-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 211+C2+2+02+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+C4+1 4 > Sir %-Y,-y 13.398-15.360 Not Allowed 1+02+1+02+1 21+C2+2+C2+1 211+02+2+C2+1 3 14C3+2+C3+1 4 1+03+tap+1 4 1+C4+2+CA+1 4 m _ Ys-Ya-Y 15,361-19.611 1+02+0+C2+1 2 7+C2+WC2N 2114C3+0403+1 3 1+04+0+04+1 4 1+G4+0+C4+1 4 1+05+0+05+1 4 LO x Custom' 11.981-13.387 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 NC3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+04+1 4 C0 ,Aea 75 -�-y 13.388-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+02+1 3 1+C3+3+C3+1 4 1+C4+3+04+1 4 1+CA+3+CAN 4 W ` �- YrYs-� 19.111-24.001 1+C2+0+C2+1 2 14C3+0+p+1 2 1+C3+0+C3+1 3 1+C4+O+C441 4 14C540+C5+1 4 1+C5+D+C5+1 4 > O O O Custom 17.691-18.397 1aC2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 9 1+C3+4403+1 4 1+CA+4+CA+1 4 1+G1+4+CA+1 4 it 0 O r Be, Y4-'Ira-Y4 19.398-24.360 1+C2+3+C2+1 2 1402+3+C2+1 2 1+C2+34C2+1 3 1+C4+4+CAM 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 }, n3uO 117 y-�-y. 24.381-3f.841 1+C2+24C2N 2 2+C2+2+C2a 2 2+C2+2402+2 3 2+C4+3+C4+2 4 2+C4+34C0+ 4 1+CA+2400+1 4 O N N -Ji-Ya 29.641-32.515 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2402+3+C2+2 3 2+C4+4+C4+2 4 2+CA+4+Gi+2 4 2+C4+3+CA+ 4 -1 o 120' 2+02+2+02+2 2 2+C2+3+C2+2 2 2+C2+3402+2 3 2+C4+3+C1+2 4 2+CA+3+Cq+ 4 2+04+3+CA+2 4 O LL J o uroiO -Ys-Ys 32.516-39.641 Z L t 140' Custom •• -39.641 2+02+3402+ 2 2402+9+0242 2 2+C2+3+02+2 3 24GH4+C4+2 4 2*04+4404+2 4 2+C4+3+05+2 4 =W D 0 X- o (n AnchorOroupB Anchor Group W Z O co im 'cN 35-114' %-Y-)S 11.391-11.391 1+C24NC2N 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1aC2+NC2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+o+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 ~o W m Y .t J �o LL 36' %-Ya-% 12308-12.308 1+C2+0+C2+1 2 1+C2+0+6241 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C240+C2+1 2 1+C2+O+C2+1 2 HC2+o+C2+1 3 HC2+0+02+1 4 1+C240+C2+1 4 1+p+p+pr1 4 Z 0.Z o 1 00 Y_%-% 11.391-13.397 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+p40+C3+1 4 1+C3+0+09+1 4 1+C4a0404+1 4 14C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+NC2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 v ~ W 0 45418' y7-Y,-% 13.398.14.883 1402+0+C2+1 2 1♦C1+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Hp+O+p+1 4 1+C240+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 14C3+D4pM 4 1+p+0+C3+i 4 1+C3+0+pN 4 J O 47 14' Y%-Y, 11.391-12.297 1+C2+04C2+1 2 14C2+o+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 Np+a+C3+1 4 1+C4+0+C0+1 4 1+C2+0+C2+1 2 1+C2+04C2+1 2 1+C2+0+C2+1 3 1+C3+O+pN 4 1+p+0apN 4/+CA+O+CAN 4 H 0 Yn-%-y 12288•15.558 1402+0+C2+1 2 1+C2+0+C2M 2 1+C2+O+CIN 3 1+p+0+pN 4 1+C3+0+pM 4 1+C3+0+C3+1 4 1+C2+D+C2+1 2 i+C2+0+C2M 2 1+C2+O+C2+1 3 1+C3+D+C3+1 4 1+0340+03+1 4 tap+0ap+1 4 ® Q 1 C0 m Custom 11.391-12016 1+C2+O+C2*1 2 1+02+D+C2+1 2 1+p+Drp+1 3 1+p+0+C3+1 4 1+C4+D+CA+1 4 1+CA+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 14C3+o+p+1 4 1+CA+O+Cia1 4 1+CA+O+CA+1 4 $e 52-1/8' ):-%-Y. 12017•13.397 1402+O+Cd+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+p+0+C3+1 4 1+C4+O+CA+1 4 1+04+0+C4+1 4 1+CZ+O+C2+1 2 t+C2+0+C2+1 2 1+C3+O+C3+1 9 1+p+D+C3+1 4 S+CA+O+CN7 4 1+CA+O+CA+1 4 d z Z %-Y.-Ys 13.998-17.010 1+C2+0+C2+1 21402+6+02+1 2 1+C3+O+pN 31+p+O+pM 41+CHO+C441 4 1+C4+0+C4a1 4 1+C24p+C2+1 21+02+0+C2+1 2 1+p+0+pN 3 1+p+0+03+1 4 1+CA4p+CAM 4 14C4+04C4+1 4 ¢ 0 Z o/ws m Custom 11.991-13.397 HC2+2+C2+1 2 1+C2+2+C2+12 1+02+2+C2+1 3 1+p+2+C3+1 4 1+C3+2+pM 4 1+CA+2+CA+5 4 1+02+24C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 14C3+24pN 4 14C3+2+p+1 4 1+C4+2+C4+1 4 O 0 (� m 60' �_y 13998-15.380 1+C2+2aC2N 2 1+0242+C2+1 2 1aC2+2402+1 3 1+p+2+pN 4 1+03+2+p+1 4 1+C4+2+C4N 4 1402+HC2+1 2 1+C2+HC2+1 2 1+02+1+C2+1 3 1403+1+03+1 4 tapes+pH 4 1+CAN+04+1 4 (� y%-� 15.961•19.841 t4C2+0+C2+i 2 1+C2a0+C2+1 2 1+p+0+p+1 311+C4+0404+1 4 taCq+o+Cq+1 4 1+C5+O+C5*1 4 taCl40+C2+1 2 1aC2+p+C2+1 2 1+p+0+p*1 3 1+01+O+G1N 4 1+C4+paCAN 4 NC5+p+C5+1 4 U Z O Custom 11.391-13.397 1402+3+C2+1 2 1+C2+3+C2+1 2 HC2+3+C2+1 3 1+C3+3+C3+1 4 1+CA+3+04+1 4 1+C4+3+CA+l 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+01+3+C4+1 4 1+C'4+3+C4+1 4 Q = Z 75 Y-Y2-Ya 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C4+3+C4+1 4 1+C4+3+CI+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 tap+2+C3+1 4 1+C5+2+C4+1 4 1+C4+2404+1 4 oOU '�soO ae/�s5 y,-%-Ya 19.111-24.641 14C2+0+C2+1 2 1+p+0+p+1 2 1+C3+O+p+1 3 1+C4+D+CA+1 4 1+CS+O+C5+1 4 1+C5+O+C5+1 4 14C2+O+C2+1 2 1+p+D+p+1 2 14C3+0403+1 3 t+C4+0+C4+1 4 i+C5+0+C5+1 4 1+C5+0+CSN 4 LY N Custom 17.641-19.397 1+C2+3402+1 2 HC2+3402+1 2 1+02+4+C2+1 31+p+4+C3+1 4 1+CA+4+C4+1 4 1+C4+4+CA+1 4 1+C2+3+C2+1 2 HC2+3+C2N 21+C2+3+01+1 3 HC3+4+p+1 4 1•C4+4+C4+1 414C1+3+G4+1 4 ; .��.N•••••N,•4ji� 96' Yr3-� 19.398-24.360 HC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 HCA+4+C4+1 4 1+C4+3+C4N 4 1+C2+2aC2+1 2 1+C2+3+C2+1 2 1+C243+C2+1 3 1+C4+3+C4+1 4 1404+34C40 4 1+04+3+04+1 4 :'��.•' 1JCENS�•.,C�p %-)a 24.361•31.1341 2+02+2+C2+2 2 2aC2a34C2a2 2 2+C2+3+02+2 3 2aCA+3+04+2 4 2+CAa34CA+2M41A+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1402+2+C2M 3 1+C4+2+C4+1 4 1+CA+2+CA+1 4 i+C4+2+CAN 4-�-% 28.641-32.515 2402+3402+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+44CA4 4 2+C4+4+C4+ 4 2+02+3+C2+ 2 2+02+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+ 4 2+C4+4+C4+ 4 2404+3+C4+ No.58705120' '/-%-Y32.516-39.841 2+02+3+02+2 2 2+C2+3+02+ 22+02+3+02+2 3 2+0444+04+2 4 2404*4+C4+2 4 2aC2+2aC2+ 2 2+C2+3+02+2 2 2+C2a3+C24 3 2*CM3+CA+ 42+04+3405+2 4 2+CA+2+Gi+ 4 -•O ;140' Custom -39.841 2aC2*3+02+2 2 2+02+3+02+2 2 2+02+4+C2+2 3 2+CA+4+04+ 4 2+CAa4+CA+2 4 2+C2a3+02+2 2 2+02+3+02+2 2 2+C2+3+C2+ 3 2404+4+Cq+2 4 2a0144+CA+ 4 2+04«3+CA+2 4 ', A Q` NOTES: SEE TABLE 16 FOR DESIGN PRESSURE '��•'•, E O•, ([/ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). %�s •.,<ORIDA,,.''•�\,�`' WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. '% pN���NG,.� 'GLASS TYPES 70-12&14-16 •'MIN.SASH SIZE= 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. rr �� MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1/4-1M-5/4'AND-1/3-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. RE 068705 i TABLE 28: Bill of Material 3.500' 3.S00' ►{ 3.500' 3.500' �{ q part Description Material �� ,os2• -y�- .os2• I --�jl•-- .662• -yam- .062• i 1 620121 Frame Head,SIG and Jambs-JChannel PVC I 2 620122 Frame Head,SIII and Jambs-Flange PVC I 1 3 620123 Frame Head,SIG and Jambs-Fin PVC LJ 4 620124 Frame Head,SIII and Jambs-Equal Leg PVC � 2.44W n 2.445• � (� 2.445• 2.445' _j 13 620172 FixedArill-Lift Insert/ail Cour PVC a�❑� �❑a❑� �❑� a�� 14 620131 Fixed Meeting Rail PVC 15 620168 Track insert 8083 AI 18 620129 Sash Rail(Sides,Top&Bottom) PVC a O L o D o O o O 17 620166 Monorail 8083 T6 At •625' J•CHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820158 Pug Rag Ntedock 8083 T8 At T 1.375 O BRJAAMESHEAD,SILL •�- O2 JAMBS JAMBS S 1.37 O J MBSSILL 8 OSILL8 20 620144 Pull Rail Interlock Coyer PVC IT 1 21 620150 Light Sash Reinforcement 6063 TB AI 22 620151 Standard Sash Reinforcement 6083 T6 At 1.672" 1.641' 23 620152 HD Sash Reinforcement 6063 T6 At 24 620153 Standard Meeting Rall Reinforcement 6005 T5 At 1607' "{ o J 1.437' F+- 25 620154 HD Meeting Rag Reinforcement 6005 T5 At I 1.630" C_� I2.100 2.176' 28 620155 H.D.Hodz.Roller Meeting Rall Rolnforcement 6005 T5 AI •772• 'off" o o I 1.020• u 1' "27 710X114PPA #10 x 1-1/4'PH.PH SDS(Monorail Screw) 410 SS 11 .590• 471' 28 81844 Weatherstd,.187'x.270°Fin Pile -� os5• �+ 070' Oso' P 1.231' �+ -►{ 1.000` �-+- 29 81718 Weatherstri ,.187°x.220'Po Pile 30 t!8 x 1'Ph.PH SDS(Interlock Mounting Screw) 410 SS LIFT RAIL LIFT RAIL 13 &&A ANTI-LIFT COVER FIXED 14 MEETING RAIL 15 INSERT 18 CK SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 31 78)312PPA #8 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rall Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cofer PVC .316' 300" A I -^�� .0770'.060` 1.100• 34 720187 Installationon Screw Hole Plug PVC �{ •860' [71 .775' �1# 37 ti 720197 Auto Lock C Steel I ,754• ,750• •775' 715• 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Coyer Assembly Cast Zinc 035" -��-} •025' �f�-� •060' J 40 #6 X 1-11W Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IG EXTRUDED I ROLLED LIGHT SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 81 SCREEN FRAME O SCREEN FRAME 2t REINFORCEMENT O SASH REINFORCEMENT 42 76X34PPA #6 x 314'PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/Y FPH Tek(Reinforcement Screw) SS 070- -�{�- 1.162• 1.182' �I •280- 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 1'184• QQQ G7o" •094" 48 Locksllle Top Comer Key y Nylon oto' ,79P 1.036 1,041. 7.041" "I __ -I 1.229 ' 47 Lockstlla Bottom Comer Ke Nylon 610 V=_t TTT''' 1 J_IIIUUU����II��J�������� 130' L ILJ�-��LJj~ 184° L .071 48 720204 Wheal Nylon T i I •150' �I 1331• � 1.340' �- --1 1340' (�- 72 620135 Leml,LG.Bead PVC T HD SASH I STANDARD HD MEETING HD HR MEETING 23 24 MEETING RAIL 25 RAIL 28 RAIL 17 MONORAIL rovedstcom 74 Beckbadding,GE 7700 or Dow 791 Silicone O REINFORCEMENT O O DP pIS1?a'414 75 71884/5 Setting Block GE x D x 1/8°),85+/-5 duro. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT Florida Buld' NOTES: Drtr I 76 Super Spacer nXr Wth Hot Melt Butyl Composite �yyy LYNY tai Revised BY: Date: Rerrsron: ROAN 77 Dumseal Composite 1)ITEMS#5.12,18, �" �t�( .....,,/191! �i, ml derYodaNCoetret 76 Cardinal KL Edge Spacer Com site 35,36,49.71,73&78 \`�'���,.••�,�CENSF•'•�F�P '� ARE NOT USEDAND �-: Revtrrd By: Dote: Rawarow 80 61011 RotHormed Screen Alum ARE NOT PART OF '• ' 81 61012 Extruded Screen Frame Alum THIS APPROVAL. No.58705 82 Extruded Screen Spreader Bar Alum = �� - 8 I 1�tl Descrrp9on: Drum 2)PVC BY ROYAL d'; 83 47042W Screen Comer Key with Pull Ring PVC WINDOW AND DOOR WINDOW EXTRUSIONS 8,BOM J ROSOWSKI 64 47041W/CKGLB Screen Comer Key No Pull Ring PVC PROFILES,LTD.,TO %�0 S T F ��/� 1070 TECHNOLOGY DRIVE M: Dole: RELABELED FORaCOR10�;,•'(�,� N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 529 05/15/15 85 7CASPM Tension Spring SS %, �C` 88 61816048 Screen Cloth Fiberglass CAAMA ODE. ,,�/SS; .` NOK MIS,�FL134274 �� nNA�,.-`,yy Ser -model: Scats: Shoes: Droptrrp No. Rev: 87 81836!87614 .140'Semen S Gna(MachinelHend Rolled) Vinyl ACrIINfm P.E. CERT. OF AUfH. /29296 HR-5510 NTS 9 7 OF 18 MD-HR5510-01 REJ159705 , T � SASH TABLE 21: to �., Egress Lock BIII of Material ASSEMBLY MITERED FRAME WITH 44 0 # Pat(# 08tx'JIPtIOR material INTERIOR AND EXTERIOR DETAILS FRAME WELhS 10D 7MC7024 Multi-Point nl Lock OpOrntCast Zinc 105 ® 101 73340 O mtamountingPlate Steel 16 102 72016 Multipoint Lock Keeper ,Nunnnum 3t M j ATTACHED TO Pte(Lok Gide Nylon 2 I EMERIOR 4�� 103 720214 ulti SASH RAIL 104 220217 221 Tie Bar(Length Vedas Stwnless Steel 'L J 105 71024X12HFX 010 x 1(2'HH MS Stainless Steel 1 i 72 c4 106 78XIF12AX 08 x 1"Ph.FH SMS Stuintess Steel t 107 78X75FPTX #8 x 314"Ph.FH SDS Stainless Steel 1 7 ATTACHEOTO �` 103 30 FRAMEJAMB MB 27 EGRESSLOCK 16 37 DETAILS \^ 40 (NOT TO SCALE 39 W 86 83 ORO 42 104 87 OPT.AUTO LOCK 85 45 •\ •ppmwd a�camplliox with U.I 2U ATTAMEJ TO _plorida Bu dlutCadk i FRAME,IAMB pare tG4 48 A 106 NOA9 + }thml edc P(odact C9tree( 101 �,J 42 i 16 82 \' ; OPT. 72 % ��•� 36 X4 Jl , �. '-` 40 102 47 t ` 47 ATTACHED TO 42 1 OPT. LOCK FRAME JAMB 80 OR 81 15 O 10N0�EOFL 34275 11 INTERIORMITERED FRAME EXTERIOR FRAME WELDS 100 (941)-480-1600 CERT.OF AM 02M6 SCREEN RQ%*&d W. Date: ReW.ton: ASSEMBLY ReNmd 8Y Date., R.wran: DETAILS �� • ��•.•:��ceNs N0.58705 �J ,I : DoecRplion: Oman Fy: OOR B EXTERIOR FRAME :. 11-T I�S•;'� EXPLODED WINDOW VIEW J RU S�OWSKI ASSEMBLY p •• sTarE°d nue. NOTES: DETAILS % 4Q� P1 OR1DP•''C �`�� HORIZONTAL ROLLER-LM 05/15/15 1)GLASS ASND SOME PINS NOT SHOWN ON DRAWING FOR CLARITY. /,,&I A\- �� .Serree/Modeh Scats: Sheet• Dmwhtg No. Mw 2)J•CHANREL FRAME SHOWN•PART#1.OTHER FRAME TYPESAPPLY. I+em, ILLER`,b.E. HR-5510 NTS 18 OF 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6-8. P.E1168705 MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series`PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "hnpact Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 L�f I1 1 Approval Date:April 14 2016 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05)- 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/1.4, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Monue a ez,P.E. Product Contof aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 GENERAL NOTES: IQ SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE ® Rd MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE r!-C� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.--._._....._..___1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.................-._._..I d o ELEVATIONS.........._....__....___1 u n FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL702X WOOD._._._._..._.._.2 MULTIPLE Imo--OPENING WIDTH FORVEFt71CAL MULL--{ A SCRIBE INS HAVE B�TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO TI a NOTES.Y_._--..2 E MULLIONS I / -� SEEDETAIS I INSCRIBED INSIDE MULLTAM S NOTES.--.--..3 to A-D c.w SHAPE cuLAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY..---3 SHAPE MULL TO STEEL STUD_.._._......3 N SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL To MULL._...._._..._._.,_._3 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE WSTRESS INCREASE WAS NOT USED ANCHORSPECS......_..._....._......3 z `" N IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. /LLTERN L CUPS_....._.........4 ii `•♦ BAY MULL I NSTAUAT10N.....__.._4 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X2 X.125 MULL SPECS___._._5 J W INSTRUCTIONS IX275X.37ULLSPECS.S_._._.8 W O 2 \ 1 X 275 X.375 MULL SPECS._._._? = a'9 a) 1 X 2.75 X.65 MULL SPECS-_.__8 Z C3-C3— 0 SEEADTETM G / i 1 11 t 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.1X.509 MULL CS.SPEC _._.9 / I11 1%4X.125 MULLSPECS,__.__-11 m ♦- l'9 r _ 1 I I /_ 1 sEEDerais ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER = N SHEETS2.3 I ATHRu c; ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4 X.315 TUBE MALL SPECS. F Q J I SHEETS 2.3 1 X 4 X.375 T MULL SPECS._.__I1 � W 1 I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125X 3.165 X 285 MULL SPECS-12 OPENING 125%325X.190 MULL SPECS--13 Z W i4 6 VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X3.25 X.624 MULLSPECS.._.14 MULL FOR 125 X 3.94 X.624 MULL SPECS.-A5 W LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS...._._-._16 O MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHFJTS,MUST J Q �Z SEE DETAIL E. 2 X 8X.25 MULL SPECS._...___17 .•- // BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE-ANCHORS SHALL COATED OR CORROSION RESISTANT Q W 'r SHEET3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 126 X 2N X Y M MULL SPECS.._18 30'X 3.25 BAY MULL SPECS..19 Z REACTIONS. 45•X 325 BAY MULL SPECS..___20 Q O Z MULUON&CUP DIMENSIONS_._21.23 FENEsTRAnoN 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES 182.._...._..._.__.._....24 an i _ LOAOWG EXAMP0 PRODUMAY BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Of Z MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F:. / III erPcr � PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. UQ Q ,0 O AlI r_= Z 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL b<�� �Ow /S�GAILS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I HORIZONTAL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA IFF------ MULL LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. NULL ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1 ----Howz.MULL LENGTH—{ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. I—OPENING WIDTH---I --I LENGTH / 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANGULAR/TRAP¢OIDAL'. OPEN 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFT9 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVET-Y,USING OS complying HEIGHT a1 complying with Ike FI01irb FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE BuildingCode oPF1 ING Muu �' �' HORIZ �, �, vERT. MULLION CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(L&SlFZ')FOR THE OPENING OBTAINED IN gcaplmc°N° �ti�• HEtcHr LENGTH Muu LENGTM STEP 1). ir°ti Date L2(j� L .ILL-. 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(IBS).THIS VALUEL BY I REPRESENTS THE WINDLOAD TRANSFERREDTO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUllJON CAPACITY. �ffiD °EnO -IF OPEC DTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �\11oN•( LYNN SINGLEMUWON SINGLE MULLION .•••••••• OPFIBNG WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; ,\\\,.10EN5-.4F FORVERnCALMULL CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE T' No.50705 '_ FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS �F ,4F- ,0 %VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATESTANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION S•2014 FLORIDA BUILDING CODE(FBC).5TH EDITION CAPACITY(LBSIM OBTAINED FOR THE MUWON SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION � 9ANSI1AF9PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. SS *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. �� 1 1 �� A.Lk1� lA F{4T1�.E. OAISISIOO.07/S2-2010 FL P.E.#58705 DETAIL A: a MULLION TO 2X WOOD BUCK DETAIL B: MULuoN o MULUDN MULLION ATTACHED TO IX SUCKSTRP TYP.ANCHOR n OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, 02 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eyozH RSSEE sEErABtFstBtss - �+ i SEE NOTE 1, fV t I MULLION k[D �}•.• NS W i d L 1 i I SEE SHEETS MIN 2.T HSI 'y`.r•' EDGE EITNERTHE 21.23 FOR HOLE .d i CONCRETE OR f f Cli-CE, STANDARD OR I LOCATIONS .1 SE'E SEE TABLES OFFSET MULL EDGE m I EDGE DISTANCE 1D•108 = N CtIPMAYSE 1 DISTANCE INSTALLED BY d I 1, ..rFDRWOOD / - I I FOR MASONRY 111 Q O 0 THIS METHOD, scRews 250 MAXFOR °°a , 1 i I SIDE VIEW DD z M ~ .. .a ALL MULLIONS d; / O to _j 4 v ° ELSHRL THE a c - p•.' 4. ".a 4* .. OFFSET MULL Z 1q 4tl 4 L-s CUPMAY BE ? Q' d EXTERIOR ,? r a INSTALLED BY F . EDGE THISMETHQD J U) 4' .d '.d DISTANCE 4 4 FOR 4 F Z .<-.. MASONRY o °4 Q Q Z N GI J-s THE OFFSET CLIP IS ANCHORS RECGAIMENOED FOR aO� � EXTERIOR 4d 4 DOWS.BUT u o � WlNDOWS.BUT MAY (1) ALSO BE USED FOR (� F X OTHER FRAME TYPES. j IYP.ANCHOR TYP•ANCHOR TIP.ANCHOR PERSUBSTRATE, PER SUBSTRATE, 's PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 18-168 SMTABLES iB-168 EDGEfEND DISTANCE BUCICSTWP SEETABLES AND EMBEDMENT BUCKSTRIP 10.161) ATTACHMENT AND EMB EDA¢NT' •' "HERS ATTA(HMEM1T i .'.�' .�'•.: SEE NOTE I, I: BY OTHERS. •'R SHEET 1. SEE NOTEft 1. .. SHEET i. .. ,.,. •..; .,,..:. • f. MIN 2.1 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT'REVISED 0 complying with Wa Fto" FRONT VIEW Duile ng Coda Accepta+Tm No Or21$O Expimtial Dota /fp21 INSTALLATION NOTES: By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. d1ot hoduai Illi 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATON ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE J p�� •••••••,�(( i� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ,a'���:''4lCGNS,r •F'Q FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. No.55705 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, -O "` FOR MASONRY APPLICATIONS IN MIAMI-DADE COU USE Y %�C1.'• �� Ww COUNTY, ONLY MIAMI-DADE COUNTY APPROVED n F;TEOP �`•,�� ELCO ULTRACON OR ELC0114`S.S.AGGREGATOR MASONRYANCHORS. S'.,,LOTION f` NAr �.�. A.LfNN f AJLLEi,bZE FL REN 58705 DETAIL E: DETAIL C: __4 .12W MIN. MULLION TO MULLION INTERSECTION NOTES, MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE I (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. VARIES 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY. TYP.ANCHOR 10 EITHERTHE PERSUBSTRATC. CNI STANDARD 0 SEE TABLES 1943B 3)SEE U-CLIP ORAWINn SHEETS 21-23 OFFSETMULL TOP VIEW FOR CORRESPONDING MULLION. U) CLIPMAYSE EDGE DISTANCE -MULLION z 0) INSTALLED BY FOR MASONRY T " 9 TH Its ANCHORS VARIES #12 STEEL,SCREWS. SEUP-DRILLING OR PRE-DRILL A It ts U) MULLION AND USE SMS LU In 4. MULLION (0 EXTERIOR I'_ z . 4 E DISTANCE 4 MASONRY 4 z ANCHORS ZINTERSECTfm U-CUP L EXTERIOR Z TYP.ANCHOR -,4 PER SUBSTRATE. 4 z z SEE TABLES IB-138 LD z ag TYP.ANCHOR SMWMMS21-23FOR BUICKSTRIP PERSUBSTRATE, HOUELOCATIONS AND SEETABLES1043B FRONT VIEW EDGE r ATTACHMENT DISTANCE UJI Ix U) SEE SEE SHNOTE 18-138 EST I. z EDGE _�TA"CE '.UES MNZ7Kr,ICCNCREMORCMU MINIIJI(SICONOREMORCM0 113-130 SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES- —STRUCTURE 11)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR SEE TABLES 113-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ,,,�PERSMTRATE. ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE PRODUCTREVISED CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR w complying with dw Florida HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS —irationM "Big 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HE)GiEAD OR FLATHEAD. MULLION 0 PxP 6 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C.SHEET 5)FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO,1M B.S.AGGREGATOR MASON RY ANCHO RS. DISTANCE "YNN Af/zl"- FOR STEM STUDS THINNER THAN SEE TABLES .......... 16 GA AND COMPLIANT WITH THE FL BUILDING 15-133 FRONTVIEW CODE A 2X WOOD BACKER MUSTUSED. USE WOODANC14OR$PECS I EXTERIOR SIDE VIEW NOTES: ;'0 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD Luz sl ED ANCHOR VALUES MAY BE USED. PLOR0% 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCRF "Y WS. ;Xt I LE \\P.E. FL P.E.#58705 Oil A DETAIL F: DETAIL G: DETAIL H: JR FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION r! a! (FwCLIP) (ANGLE CLIP) (ANGLE CLIP) SEEDETKLSA-E. W. SHEETS 2 AND 3 FOR INSTALLATION 30*OR 4W TO SPECIFIC SUBSTRATES. 0�' �BAYMULL al LO C4 /-MULLION - Coll 0 0 z 0 0 0 0 0 w TOP'MHEW x M SIDE VIEW w SHOWNYAT"rx 'X.12V 1 11 MULLION4 TOP VIEW Ca a z 0 -j EXTERIOR TYP.ANCHCR M n I PERSUBSTRATE. :D M SEETABLES15BOR16B z TYKANCHOR M STANDARD MULLION CUP —PERSUBSTRATE. EXTERIOR z MODIFIEDTOITTFIELD Ir L d SEETAStZS U3-1�18 (1) �ONDITIONS. z 2'XS'ANGLrCLIP, Z 2 PER MIALIONEND,MUST BE MULLION INSTALLED INSIDE OF BAY MULL 0 W 0 2*XB*X.12W ANGLE CLIP, 1"IEND, 2PERMUL MUST BE INSTALLED INSIDE OF MULL. TYP�ANCHOR PER SUBSTRATE, SEETABLFSIB-14B INTOWOOD, STEEL.ALUM INTOWOCD.STEVL� STANDARD CL0.70 BE EXTE IOR ORMASONRY ALUK CMU OR MASONRY MODIPIEO I"ELD. EKFERICR EXTEMOR PRODUCT REVISED ns complying wlLh ft FImMa Building code INTOWOOO,STEEL, 16-62%is 11 B ALUM,CMU OR MASONRY PIZ, DISTANCE B�l lion�Ddef, PER ANCHOR PER A OR NOTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. v. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1-96'X2.11-X.125'MULLION. 2)DETAIL G.SEE TABLES IB-140 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. .517 2)SEE TABLES I BA36 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. fr= HOLE U./Z 3)DETAIL K SEE TABLES 15B OR i6B FOR ANCHOR QUANTITIES AND SHEET 22 FOR LOCATIONS. 47 - 4(/ 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICAMON. z rLor F L�% tV141115 E. A 60705 TABLE 1A Mullion Capacity Table Illw 1 OpeningWldth((ortiefUca*sparvi mtMons)orOponingHeight(for hodmrtaD sparningnwAons) 50 In Gain TO In Win 1 to I loots I20Io t401n 16oln d1 ..haft Tmomm . er T.Wden9. R4ctwoft, Tisp'rds s. am"wom TM#Tftvl Red-odor 7rapf7dang.I Reamaom 7rbp7dong. Rtrotatgdar TmplRlang. Reelangtiar TreDllNanB- Re4tenpdar 4tyYTdon9. ti�4 c� 1 X2X.'126 1.0-ftL"*9 Landna Loafing la-ft L dng L-cr" LoftLOadng Latdog tnadng Loodng Loedilg Loafing taedft Loafing Loedot9 Loadtq Nam Tuber & a £ # k & e & @ & Al & & & & & 'f & IL J C11 OD 1if 4 gal i 121 f i s g,1 '4 181 4.1 2,1 z aL 421n 111.91 408 f2B,5 332 9&2 403 115.5 325 79.9 408 107.8 321 69A 408 104.4 319 W-1 408 104.0 318 65.9 406 104.0 319 48.8 408 104.0 310 3&0 408 104.0 319 35.0 408 104.0 318 4810 74.8 372 BQB 283 62.1 312 73.4 25263.8 372 W.0 Z18 48.8 312 631 218 41.8 312 61,3 2M 37.0 312 81.0 244 312 312 61.0 244 26.8 312 61.0 244 23.4 312 81.0 244 50 1- 83,9 284 70.e 234 53.2 281 81.5 228 40.8 281 65.7 224 399 281 5214 272 355 1 281 50.! 220 31.8 281 49.3 219 26.6 281 49.3 278 22.3231 493 219 2a0 281 49.3 219 W O9 a s� 54N 52A 247 67.0 207 43.9 247 49.0 2172 37.8 247 44.3 199 =9 247 41.5 1B6 291 247 39A 194 28.3 247 39.4 193 21,9 247 3&1 iW 16.5 247 38.1 193 16.4 247 3&1 193 m O M E1 r7 � 601n 38.4 200 411 170 320 200 35.4 166 27A 200 31.5r163 24A 200 78.8 160 2L3 900 27.1 159 iB2 200 26.8 157 10.0 200 25.0 13B6310 33.1 181 353 155 27.6 151 30.3 152 23.7 let 25.9 20.7 tat 24.5 146 1&4 tot 22.8 144 1&e 181 21.7 H3 6810 28A !fi5 346 142 24.0 IBS 20.1 f39 203 165 23.1 18.0 165 21.tl 134 Z7210 22.2 139 233 120 t6.b 178 1&0 ifE 15.8 139 j d 'fW 16tH S&9 125 1&T 109 157 725 16.6 s07 � � cT9 � 7831173 lie tet to/ J r Z TABLE 1B LO ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z ao Anchor CS act Tahte a ~ V o d ANCHORCAP.,,,,,� vt N!� 6Wclrel 2.1k Corotete 3.Sk Omw, HO1ow CMU FeiN CMU PT WtgO Molal (DP,)X }=ANCHOR CAP.,,, 5fwMULLION CAP.,,,,,,,,, Anchor 7ypa 31t8•LTco lgitacm ifb"Elco tl3taCM 3178'Eko lAirecon 1J4'EbotBtiocan u4•S9Elce 3111mom 1t4'SSEko Bfa Sled /f2S19N 81281M1 W X Anchor Gap Pattema UlOacon AggiaGata Unre4on Atpr4Gata screw(O5)screw tG51 sorew(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR C', o Edge Wt. 007 1• 2-tre f• 2-fir 3-tv r 2-W r 2-Err a 3-veK47.3 o.43• 0.54• 0.32b• CAPACITY REQUIRED"CORRESPONDING TO AN V X Q Embedmeal L 1-XV 1,3H• 1,3f4' 1.314' r 1414• 1-fir 1-t/4" 1-174• 1.114" t-U4" 1318' 1at5' wdas ACTUAL PRESSURE REQUIREMENT'FOR THE 2Amt-04JV Mtn.O-C.IStm d aO3sel CUP(Fla IX 390 R. 390 PA 450 ms 890tba 1644 wa 270lbs 2W we 35173 '140 ft 374 His 6W lbs xt 4s 442 lbs 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amh m®1.15'Mtn.O.C.f Stendad(aOft t)CUP ft.27. 480 Un 700� WA WA WA WA 3W lba WA WA WA WA62213 0851bb 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anct4Ka®3'MOi O.C.7(21276Arple Clip9!¢I9.31 7801bs 76013 Balt W9 159013 1888lbs 540 r. 66013 WA 76o@s 74013 68013 68213 96513 ii2o 13 MULLION.IT WILL YIELD A MINIMUM ANCHOR �° 2Ancttua®pASM1n.O.C1U0AWo.125•A1am(F14,4} WA WA WA WA WA WA WA WA WA WA WA WA WA 7158u CAPAGSTY WHICH MAY BE USED TO QUALIFY 1AwA"1FCepfq.4 19565 105Pos 225 R. 44543 821 ms 135@9 14013 177 ft 37017s 10713 37213 170 ft 22113 2801ba ADDITIONAL ANCHOR OPTIONS FROM THE 2Aneltots®1.13"Mit.O.CJ PCfb(Pq.e}; 240@0 3508» WA WA WA trlA 78oida WA I7rA WA WA34113 442Iba 580 tog ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE � TABLE NOTES: PRODUCT RavIsED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. at wmPlyingwith 0fa FIN ritb SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .� 1.000+ Building Cdd4 Amplturoo74o Vi. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � 1r5+1 Da44 � FIGURE 3: B7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mims( a Prodad HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,60(+ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •1 \�``Q�(t,YNN.d91(�FRi,,' ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CwM WOOD SHALL BE PRESSURE-TREATED ��,;• CENSg'`•.• FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125' `� -•.-s`T THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT VX Y X.125`MULUON LEAST THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL#10 B#12 ANCHORS INTO WOOD MAY 8E STEEL 18-8 S.S OR 410 S.S. _ t Ii(- Lur •. ST I FL P.E.#58705 TABLE 2A Mu5WnCapacity Table PWW Opening Width(for verScallyspalWng m(tllons)or Opening Height(for hodwnlaW spardg mullions) 50 In 601n 70N Mtn 00 In IOD in 120N 140 We 1601. Reatw*O- TmpReano- Rd4ta16isl Tlawdatg. Reawavlar Tmp7daw. Redatgula Traprdalg, R841wguUr naplTda16. Racism" TmpTrltmg Reelarquler IM0711latg, Recteigtdar 17aprMarg Recti Vllm Trapnryang 1x2x.376 Loaft Im3n9 Le3eing L-ft L.oadtrg Loa re L'2'6 1.031% 1,03ft Luemtg0 L�a9 Lcad16 108316 Loadb47 LadkV Lwft L-O&u t03619 Aturn.Tube a a a a Mullion cli :6 T-110 421ZIA if ri -1 � I im1d1111 1 1 zL 42 N 170.0 020 7700 435 151.3 662 1700 478 TRATI 682 170.0 We 1116 1 662 169.5 518 1009 602 1 188.8 $17 Me 662 1609 517 75.7 862 t6eo 617 64.9 062 1809 617 68.7 662 +809 6+7 O W r--, 121.0 607 1300 dig 101,4 507 NO2 4t0 88.9 507 108:7 4ff3MWIC2-47 1028 393 87.6 507 996 397 60B 607 88.0 398 56.7 607 99.0 366 43.4 507 99.0 390 300 FAT 99.0 398 J W t0&7 458 1146 378 66.4 459 99.9 371 74.1 458 00.5 3648 01.6 360 57.6 450 81.3 057 618 456 MO 358 432 456 00.0 360 37.0 450 00.0 350 32.4 455 800 358 fY m frJi 85.4 400 4A.3 338 71.2 400 809 328 61.0 400 72.7 3220 67.3 310 47,5 400 64.0 315 427 400 623 314 358 400 61.0 313 305 400 61.6 313 26T 400 61.6 313 W D o m C3 F 62.3 324 Me 278 51.0 324 67.5 270 44.5, 324 $1.2 2644 409 280 348 324 43.9 257 31.1 324 420 255 26.0 324 40.6 253 222 324 405 153 }8.5 324 405 253 0 � (� c 618 294 57.4 252 448 294 49,2 248 304 294 416 2414 39.8 237 29.9 294 31.1 234 Me 294 362 232 224 294 33.5 230 193 294 33.4 23D 168 294 314 230 p 400 260 40.6 230 300 266 424 225 33A 266 31.5 221 0 34.1 216 260 269 31.8 215 23.4 268 20.0 212 105 268 28.0 210 16.7 268 27,7 209 14.6 268 2U 209 304 225 37.0 198 300 27S 322 181 207 225 26A 1886 29.6 185 200 223 23.8 182 18.0 225221 160 15A 225 20.3 177 t29 225 10.8 176 11.3 225 18.6 170761. 3DB 202 320 1T7 255 202 27,2 173 219 202 23.9 1702 21.5 107 WA 202 19.7 165 103 202 16A 763 120 2012 18.7 100 10.9 202 15.9 150 9.6 202 100 156 ��^ z203 102 20.9 7B8 23.0 iB2 Z5.1 165 202 iBd 270 1622 197 159 157 192 101 157 142 182 168 755 St.9 !$2 15.2 152 10.1 192 14d 150 08 tB2 14.2 150 Q J et• 9DN 705 144 19.0 +2B 75.4 144 t0f 128 z 5 ,Q O 56 N 752 127 158 113 Q Z. zIN TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: rn AnchorCa ac! Table Ibe LU Subunits: 2A Candela 3,5k Conn. Hollow cMU Filled cmu PT Woes Metal (Oar,)X ANCHOR CAP.,,g,„„} ANCHOR CAP.,,,, (y X 5118•Elao 114'SS Elco ty18'Eko U4.88 Eke MIO Bted 02 Steel 912 810 �MULLION CAP. / I.: 04 � p? AwlwTypo' WIT Man Ubwar tr4•Etoulftneen 316`Else unnsea IWEtcsI.Ruscmt AnchorClIpPattem6 Nuecan AgW.Max Otanan A9(RaGeWar Sam(CS)sctswr(OS) scanv05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distance 0.1 r 24W r I 2-1W XIV r 2•vr r MIT r ave• r 0.46' 0.54• 6324' CAPACITY REQUIRED"CORRESPONDING TO AN d Z N F�tOedment(h): 1-314` i-3d' 1.314` Tara' 2 1.174' 1-174` 1-i14' 1811' 1•v4• 1•tr4` r 5818• tarB' 1m1:a ACTUAL PRESSURE REQUIREMENT FOR THEas �O sA 2AncMua 04.75 Min.O.C,7Slandxd er Offset CUP(Flo.17 39D Ib. 395 ree 4'A 0* 6901. 1044 65 270 W. 291b. 354 ft 7401. 374[be 604 fee 94 lbs 3419.* 4421. 56o 9xi OPENING,G,W HEN IT IS LOWER THAN THE MULLION u Rix 4 AnChas01.WMkt O.C.I Mandan!(of Oben CUP ft.27 46026 700®5 WA WA WA WA 360 U. WA RIA WA WA WA =103665705 H2O IDa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchwa 4313'Wt MG r(2)2x5 An9b Olp I(Fig.3y 78D In 780 D* 6809* 15609xs 1696165 5401. 560 DTs WA 7602. 74e 1. 880 ms 16926. BB29» 0851bs 1120e13 MULLION,IT WILL YIELD A MINIMUM ANCHOR PEE Min.O.G.rti471p,5do,i25Atum.(Fy.4k WA WA WA WA WA WA WA WA RIA WA WA H WA I47A 7150* CAPACITY WHICH MAY BE USEQ TO QUALIFY +Anuwrlr-apirlg.51 +9665 "I"n 2256. 445%5 6221. J35 Me 1401. 177 n* 3rD 1. 1671. 332 ma 4731. 17o9u 2211. 280 Nal ADDiTIONALANCHOR OPTIONS FROM THE 2 Andra +.tr KiW..CIF-C71P{iq.0k 240 Po4 3569* WA WA t71A WA te01Ds WA NtA WA WA WA 341 Aa 4421. 6600* ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1 FIGURE 2: TABLE NOTES: PRODUCT REVISED J . -�_' ` 04..plying vriY1 Cro Ftorisi9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Cod4 AltSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000" r»- Aeceptancn ExPIM110n bate { 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE Miami product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000' 1111 . -1 F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE$HALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-Fit I •375+ \ �t ti1GENSC C(r��% CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ," 71.' No.55705 '7` FiGURE 4: FiGURE 5: FiGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT +"X 2'X.375 MULLION � LFAST,125 THtCK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �'O Q THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL.1M 3.5.OR 410 S.S. ;.AO 5�,..i� F .'•(U A L�IVN M11ld¢E13,P.E. FL P.E,#58705 TABLE$A Mullion Capacity Table Ibs Opening Width(tor wrocallpspatltting mWlons)or Opening Height(tor hoftrda y-spanrilg mullions) a! 5014 60 in 7014 so in 90in 100 to 12911. 140tH toom I X 2.76 X e � Tropr7dmlg. ReelnrigW4r Trop7Tdang. Rocmngutar 7tppllltmg. ReUoryplar "hapllHamg. Rectangular Tmpnden9. Rectmgrylar Trepll'dbrg. RectangWer 11ryvMmg, RoetengWx TrepfMnng. Recten0uly 1taplTdatlg. 11 .376 Alum. toa�g LwAng Lcadrr9 Loadne �Ang Le-dn9 to4d0B Loadng L-UW Lcedng Loafing Lo Ang toaft loadng tnad00 Loadm9 Loaft [oad[g Y c'S5 Tube '., a., .. f f1117's N s 6 6� b 1 6 � Z fi fi 6 fi fi b� Sgt z Z F 4214 170.0 620 110.0 435 170,0 744 170.0 478 Vee 668 170.0 509 110.0 992 170.0 510 170.0 1118 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 621 121.6 1301 170.0 621 111.5 1301 170.0 621 0 ltl 48 In 170.0 70a 1700 524 170.0 ON 170.0 66; 170.0 092 ;70.0 830 170.0 1133 170.0 661 151.8 ti39 170.0 077 138.6 1139 170.0 880 113.9 1139 170,0 680 97,8 t139 170.0 860 85.4 1139 170.0 080 -j ILI -j Z 30.82501 tt0.0 747 174.0 583 t771A 898 570.0 831 187.8 t032 ST4A 684 ;48,91 1032 tree 727 130.5 1032 170.0 147 117.4 1032 170.0 756 979 1032 170,0 768 W,9 Ion 170.0 TSB 73.4 1032 170.0 756 .�i V) P 5414 170.0 707 170.0 612 t61.3 90T 170.0 601 1382 007 164.7 no 120,9 007 10..5 720 107,8 907 ;45.0 114 05.8 907 141.1 710 80.8 907 140.0 709 69.1 007 140.0 709 60.5 007 14e0 me m C 60 in U1.1 735 151.5 625 117.6 735 130.3 811 ;00.8 735 118.0 690 582 735 1082 690 76.4 735 09.6 583 70.5 735 95.1 578 SU 736 81.6 $74 50.4 735 61.6 574 44.1 73S 91.8 674 � to � 63 In 1219 086 130.0 870 Sate 688 it J".5 557 87A 668 95.9 347 762 666 90.1 638 01.7 608 83,0 531 60.9 666 79.8 526 50A 666 769 621 43.5 666 7&e 521 38.1 666 15.6 621 681. 108.0 601 1124 522 60,3 607 96.1 811 757 6W 85.0 501 68.2 607 71.1 493 589 60T 71.3 466 63.0 607 87.0 481 M.2 607 63A 410 37.0 007 6L7 474 33.1 807 62.7 474 Z W 7201 61.6 510 84.8 443 680 510 73.0 434 58.3 S19 64.3 426 51.0 510 51.9 410 45A 510 53.3 413 40.6 510 50.0 408 34.0 510 45.9 402 282 810 44.4 399 2&5 510 44.3 399 2 coj). 7601 68A 458 725 400 679 450 8;,7 391 49.6 458 64.1 385 43.4 456 48,8 '378 38.0 450 44A 373 34.7 458 41.6 368 Me 450 37.7 362 24.8 458 30.0 359 21.7 450 35.7 M11 J J Z 781n 642 435 67.0 381 53.5 435 58.8 373 45.9 435 40.8 366 40.1 435 M.7 360 35.7 435 40.9 355 321 435 39.1 351 286 435 34.4 344 229 435 320 341 20.1 435 322 340 Q � � V" r s 0051 418 327 43.1 290 34.8 327 30.4 285 2" 327 31.8 280 26.1 327 28.3 275 232 32T 26.7 271 20.9 327 23.7 260 17.4 327 21.0 20'2 14.9 327 19.3 258 Z V1 Q � O DOW 34.4 257 35.4 26T 28.7 201 2&8 252 24.6 267 20.0 248 21.5 287 23.1 244 19.1 287 20,9 240 17.2 287 iB.3 237 14.4 287 10.9 232 F p~3 Z 00 O {p mps 10014 242 227 21.7 205 20.2 217 20.8 201 1L3 221 16.0 196 15t 227 180 185 11t In 223 215 227 194 1&0 2t5 1&1 t8t 180 215 !6A !da LU 120N 17A 104 17.0 187 EL--=- F X tl) Ul TABLE 38 U ANCHOR CAPACITY ADJUSTMENT FORMULA: a co Anchor co a Table 65 ANCHOR GAP.,,,,„„ _� �•fl Subslrela 2rkCaerele 3.S40cM. HWwrCMU Filed CMU pT1Ago0 Metol (OPirco)X( )=ANCHOR CAP.,,, .� E� w Anter Tgpe 3Tt3 Eke L0tnumn UP Eko ORmcat 6713 Eko 3118•Ekotilbaem tw Eko tBbaeon 2t4'SSEko 5r18•Elco IWSSEIo 5109101 6125teel 012SI.4 MULLION CAP.,e,a„ fi,.3 ay„3 AnehorCllpPattemb tewcan AaWeGator U11mcon AggreGaW $c (G5)SC-(CA somw(as) USE THIS FORMULA TO OBTAIN THE ANCHOR 336 Edge mfanco tint 1' &t(r 1• 1 2-1w 3.116• 1. alrr t• 2-IM 2• 3.118' r 0.48• 0,W OXV CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(I.Y 134' bald• t-3w 7 1.114• 1.114' 1.114• 1.114' 1.1w l-th r r 18'73 lam• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Andam Q 4.75'Min.O.C.retmMallorOASM Cop alw0 I} 390168' 3900- 459th- 88095 1814W 270150 260 lbs 354 W8' 7409- 314th& 68416- 9701. 341 W8' 4421bs 56015. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambom®1.73 Min.O.G./Standard(or Oe-e0 C11p",2). 480 Ws 70008' WA WA WA WA 303 Wa WA WA WA WA WA 6e21b. 885 ib5 it20 iR CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anclnm Q W Mtn.0,G1(2)205AnP Cops 7 ft 31 7009- 780 W. 6909- 15609. 7898Ws 5409- 560 lbs WA T60 W. 746 W8' 8eolbs 189216. 662 Ws 885The 1120 W8' MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor.0 QA3 Mut O.C.7li4tp,bto.123 Abun.(2.{4 WA WA WA WA WA WA WA WA WA 111,9 WA WA WA NIA 7159- CAPACITY WHICH MAY BE USED TO QUALIFY t Anctmrl FCBp(Fie,Sk '95R. 1959- 225 W- 4459. 822 Ws 135 uw 140 W8' 1779. 370 ft t67 We 332lbs 47390 170 D- 221 Ih. 280 Wo ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchoa 01.15'Min.O.C7 F-alp W; 249 Ws 3569. WA WA WA ILIA 190Ws WA WA WA WA WA 341918' 4429- SBOBao ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRt9i'<UGT RBYlSFJ3 as tomplyinb v/ilh Out Fto" BulldinS Code FIGURE 1: FIGURE 2: Aceeplw No16-O2i$.p TABLE NOTES: F-* • • • Loan• r BapimlonOnto 2qy) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By i da Ptoducl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FlGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ti �y'�t,-•'t}t-:EN3F••.`�� ; • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••.7rC.= -'v 511705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: PIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM"0.WOOD SHALL BE PRESSURE-TREATED •373 t/ YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.12S' �!.D6 C • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT FU--• T -C \ • ' T '.,,F{,OR;OP,.•' \�w � + • LEAS7.125'THICK AND A38.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2,75X.375'MULLION :�s,C' ,-•-., ,. C9\.. THE MATERIAL 010 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. d 4 yaF1'P.E. r 7 FL P:IE: 58705 TABLE 410 MglQan Capacity Tabes t/Ht= Opontng Width(tor$et5calty-spambg mt9lotls)orOpsning H9IgIII(for horiza ta"paming mUGom) 0- 50[n 60 in 701n 80th coin l00In 120In 1401n 16024 y¢TA °• 1 x Z.76 x Rmdanoda Tionflie g. Raden{piar Tmpndaa9. R-Wgdw TWO114MV RecWof. TMXRfmg. Recfin Wat Tmpf7dtng. Ret4mf Tm 1 Realnogdar T4t84Tdm52. Re4woor TmpRdatgl. Rtmtengalm T(wadmm yea,. .IX2.tufn Low Loadtq Laking Looting Loadtt0 Loaft Loaft Le3dn9 tomft Lowing Loadn9 Loaft Lm ft waft Loacing Lmdn9 LoaftLoadtt9 SY Tuba Mulffon " $ b. co F- K hoc is dct « 3J tr � daE i 3'0: R' �8 ��c d �,_. a' � dp Z O 9) 42113 f748 820 1740 436 170.0 744 170.0 478 170.0 888 170.0 608 170.0 982 V0.01 SIB 170.0 1118 170.0 621 tID.0 1240 170.0 621 170.0 1408 170.0 521 168.7 1620 170.0 $21 138.8 1820 170.0 521 4891 170.0 7W 170.0 $24 170.0 850 170.0 561 170.0 982 170.0 830 170.0 1133 170,0 661 110.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1417 170.0 680 1215 1417 170.0 680 106.3 1417 770.0 880 bb ]rt 50.(1251. 170.0 747 $70.0 563 170,0 NO 170,0 631 170.0 1018 1740 684 170.0 1195 170.0 723 1626 1268 170.0 747 144.3 1288 170.0 738 121,9 1286 170.0 758 1195 12M 11010 758 91A 5288 178.0 760 � �Q v) 541n 770.0 797 1740 612 170.0 958 170.0 691 170.0 fti8 170A 754 150.7 1730 170.0 803 133.8 1130 1740 837 1246 1130 1740 650 100.5 1130 170.0 MI 68.1 1130 170.0 881 75.3 1130 170.0 661 m co �' 601n 170.0 885 170.0 701 146.8 915 182.3 701 125.5 015 144.5 748 109.9 015 132,3 735 87.6 016 123.9 728 87.8 915 1145 720 732 916 114.0 715 82.8 915 114.4 115 51.9 816 114.0 715 F J 83fn Ott) 1130 181.0 710 1265 830 138,9 894 1085 830 1232 681 94.0 SW 112.2 BRI 84.4 830 104.8 682 75.8 830 944 BSO W.3 830 94.5 840 $42 830 94.1 849 47A 830 94.1 049 � U) � as 1321 757 140.0 650 110.0 757 119.6 8Ja 94.3 757 105.0 024 82.6 757 98.1 614 73A 757 80.1 608 68.0 757 842 800 55.0 757 70,0 SW 472 757 76.2 581 412 757 782 591 z N� m c j 72113 101.7 638 100.8 552 84.8 836 81.0 540 727 638 60.1 530 03.6 038 722 621 50.5 638 88,5 514 60.9 636 (12.3 508 42.4 638 572 500 36.3 838 55.3 497 31.8 1136 55.2 497 � �� TO In 60.5 371 00.4 408 MI 671 785 468 8 571 BTA 478 %.1 571 60.6 471 48.0 571 555 464 43.2 671 51.8 4% 3810 571 47,0 461 3" $11 44.8 447 270 671 44.5 448 7810 800 642 83.4 474 647 S42 70.8 48S 51.1 542 02.1 458 50.0 512 55.7 440 44.4 542 51.0 442 40.0 542 47.5 177 33.3 542 42.9 428 2B5 542 40.6 425 25.0 542 40.1 423 1-- 901n 901n 521 407 53.7 30f 43.4 407 45.4 3% 372 407 30.6 348 325 407 3310 313 249 407 32.1 338 28.0 407 20.8 3J{ 21.7 407 20.1 327 18.8 407 24.1 372 1B� 407 Z3.0 31a r NO gain 28 358 44.1 320 35.8 358 372 314 30..7 356 3210 309 26.6 358 26.8 304 23.6 358 28.1 300 21.3 358 24.0 2% 179 360 21.0 289 tS3 35a 19.2 284 X ZS0 1084 30.1 263 30.8 2% 25.1 263 26.0 251 21.5 2479 235 747 18.0 26J 189 244 16.7 20 18.0 240 15.1 283 10.5 237 W In tUN 27.8 287 20.3 242 23./ 287 27.6 236 148 281 20.8 2J5 17.3 287 16.3 231 15.4 267 18.5 228 N 120th 220 228 72.3 20$ 143 220 18,6 295 f6.7 229 102 202 X ,Q Q z O 0 TABLE 4B, ANCHOR CAPACITY ADJUSTMENT FORMULA: 0- Anchor Ca act Table Obs) ANGHORCAP,,,,� -2 fitmsitale: 7AO-rde 3.5k Cons Hob-cmu Fled CMU PT Wood Mehl (DP_)X{ =ANCHOR CAP.,,. i't.� 5110 Eke tli•88Eke 511VElca Ile as Ek. 910 Ski 012Sted 012Stee$ MULLK)N GAP.,,,,,,. AnchorCOpPattam6 Anclror7Yv% 3116'EksUltrecan tN•EiroUlOacm UUam 3rt6•EhotrrraCon V4'ElcoUtaecan AyWeWwr U9recon Apprel$elm Scren(Os)Sorew(G$ screw(GS) USE THIS FORMULA TOOBTAINTHE'ANCHOR Edge OISIen49 Mt to 2.17 r atW 3-tW 1' 2-$m r 1 2-tir r 3•1/6• r 0.48• 0.54• 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN Emt tat t $-374• I-WV U314' I-XV r 1-114• 1-V4• 1-fro• 1.1/41 1.Iro• U1l4• r 1-318' Carr• .do- ACTUAL PRESSURE REQUIREMENT FOR THE 2Andtom414.75-Min.O.C.ISWW d ort195d 01p(Fig.it 390 me 39Pms 45OWS 8000. t644 ft 270 It. 200ms 351Ibs Iowa 374@. 664 tbs 946.8 341 B* 44248 5909* OPENING,WHEN R IS LOWER THAN THE MUUJON 4Anebna@tIVAN.O.QISlmtard(or OM-1)CIO fig.2t 4Bo6. 700 ma WA WA WA WA 38Droa WA wA WA wA WA 6B2ro3 15805 w 1120 ft* CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncM.613'hbh.O•C./(2)VSAgte Caps I(Fla.3t 763.5 769M baa be 15Wrw 78969)3 $40 ms 560Ms WA 7601bs 746 ma Brown 1692ws 652f 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2.6-.8 110.4Y Mh O.C.r Utnp,1131..125 N.M.(FID.4): WA WA WA WA WA WA WA WA WA WA WA WA WA 716 ms CAPACITY WHICH MAY BE USED TO QUALIFY IAfKW1F-C1p(679,5t 19511. I"rA 2259. W5fbs 07LRs 135 ms 1409. /IIIb# 370 107M 3321bs 473IDs 170 Qs 2211.s 2809. ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhm4 601.15•Mh O.CI F49 019.61 240 to 350 ms WA WA WA WA 190 ms WA WA WA WA WA 241 ms 1421.6 560 ma ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PftOOUCr RBVISSD ate mptyin8with4befllxfdl FIGURE I: FIGURE 2: TABLE NOTES: BA mppt+hmaa No 1(.0�1.l�J- --•) 1.000• r- Expiration lklfa )�+��( i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (yi4-11� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE11 t 7AIj FIGURE 3' `.``t0 ,........:G(��ii 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' ��; •410ENS,F •,•,)1 • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �`1 No.50705 ,t ANGLE CLIP MUST BE USED 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 BE PRESSURE-TREATED 'a• J-'O {rD FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE W{lli AN SG OF 0.55.ALUMINUM SHALL BE 6003 T5 AND BE A MINIMUM OF.1251 STP f OF • THICK.STEEL STUDS TO SE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL.STEEL TO BEAT •4"�-• FtORtOp-.�{��� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850•MULLION ri��� THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,IB-S S.S.OR 410 S.S. �s/(JNAL�G� JIX71 NA%-.'11 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A Oponlno dth(for varilw*sparvil mWors)or OPaning Height(for hodzwM*spe mtflons) 50 in 80 in 701n BON BON t006 t2O In 14014 1806 o or Rwmm Rdrq" TreprM Rectmo. TjrWTjwV. Ro-www Tupm%.V- R-wv'w Tfwm.,Q. Red-off %P111" R-cw*'u MwTdm. Rmtonaw TwIftna. Rectongulu T,.wd-p- I"x3.125"x ImKft LootingLoadni; Loading uaft Loading Loaft Landing Loading waft Load" ft ft"a LuLoaLoad" Lw&V Lft Lending .600.Plum F F F F ktt_ A- & j; Tube Mull CO z 4214 17" e20 ITMO 4435 170.0744 170.0 478 170.0 668 170.0 606 170.0 992 170.0 619 170.0 1119 170.0 $21 170.0 1240 170.0 521 170.0 1480 170.0 621 170-0 1735 170.0 621 154A ISM 170.0 521 0 1 . 1 . 4014 170.0 708 170.0 524 170.0 850 170.0 5N 170.0 M 170.0 030 170.0 IM 170.0•681 170.0 1275 170.0 w 170.0 1417 170.0 680 1 157,7 577 IfaO OW 1063 017 170.0 880 J 118.2 1577 170,0 60 5=5 In 170.0 747 170.0 553 i7a.0 M.170.0 631 170.0 1043 110.0 634 170.0 1196 Vag, 123 170.0,13451170,0 747 170.0 1484 Me 758 1141.7 1495 170.0 756 1121.511495 170.0 750 100.3 1495 ITMO M w 54 14 170.0 797 Val) 612 170.0 9W 1170.0 801 170.0 110 170.0 754 170.0 7275 170.0 803 te0A 1 14011170.0 037 149.6 1401 t70.0 056 1124.0 t4DI 170.0 001 100.0 11401 i T030 861 _9_3A_ _14-0f 170.0 881 im fj) 6014 170.0 M 170.0 701 VAO 1003 1700 707 1606.5 IF% 110.0 M T35J 1156 16r.0 M 1233 fise 1 156.5 OfF 111.0 1158 1411.7 010 1 92.5 1456 144.5 903 79.3 5156 144.5 903 0.4 1750 144.5 003 1-- (0 6314 IMO 910 170.0 746 15a8 1049 170.0 050 137.0 1049 155.5 &W 1199 Me 141.7 1148 =6 10491132.0 830 Mg fl)(1) 125.5 M 79.9 1049 1%3 020 6" 1049 II&D 810 592 1449 118.9 619 Fj 886 i6a,61 ow 1170.0 789 13&0 GW 151.3 ON 110.1 955 133.7 788 104.2 M 12t.4 776 9Z6 95S 10.6 M 83.4 06S JOEL41 757 60.5 055 90.8 74 c - - - - 0 50.6 055 087 746 521 956 98.7 740 LLI 60 670 80.3 8M gi.2 (159 71.4 603 63.9 649 61.2 1 603 7&8 842 53.5 1 803 n2 632 452 603 1 69.0 6M 40.1 403 89.7 OW 72h 120.61 80 1134.9 W 107.0 803 114.9 M 91.6 W 101.1 IL 771, 1'.0 31,11 1.,.. I. I'ag r14 'a' -1 I-0 134 a r1i.00 $-4 Tart. 10921 r2t 114.1 629 VLO 721 97,0 efl)1 704 1 721 1 G&I UMS 603.3 721 765 595 Sa? 721 70,1 1 5110 64.8 721 65.4 sia 453 721 W.4 50 30.0 721 56.6 501 341 721 SSA 50 < j 761h, 101.01 6M JM4 09 84.2 054 BOA 567 = M 75.4 676 OM 6MM4 70A W? 58.1 04 64A 08 $0.5 M4 Sag 551 -1 ................... .............. gg. _ii6 514 40.6 4�Vl 2ZO 5% 37.3 z 90 b OU S14 67.9 4N 54.8 514 $7.3 448 F47.0 614 610 440 41.1 ga. 7.0 54 44.6 433 - x 96 In $42 452 S&I 404 452 452 470 398 3&7 452 40L9 390 3" 452 3&4 M 301 462 3" 376 27.1 452 30.3 373 226 452 28.8 305 18.4 452 24.2 359 18.@ 452 228 353 (A ga. iOb In 3&1 357 38.9 322 31.7 351 32.7 317 27.2 351 284 312 23.8 357 252 308 21.1 357 2Z7 303 10.0 357 208 CO W C11 I In II In 351 330 35.8 308 291.2 3318 30.1 301 26.0 3W 201 290 21.9 338 23.1 202 J9.5 334 20.8 52 4 - cl) in 1201. 27.7 269 M2 283 at 289 23.7 259 19.8 289 x TABLE 6B to AnchorCepec1tv Table ANCHOR CAPACITY ADJUSTMENT FORMULA-- 0 0. sub5bme 2,7k Concide &5k Cow� fibs) "c6ow cmu Flftd CMU PTWOM hittal I (IDP_)X(.ANCHOR CAP., - - - '-%%-ANCHOR CAP... AnchurTpa 3FIG'Elco tMrxm Itor EkoUftcon &WEIC0 xm tf4*SS Ekol 5FIV Eko Wsseco #1 NMULLIONCAP. uMm, 3116'FJco Wracon VvEkou 05leel 012stwl 01251cai AnchorCl1p Pattern* I Affwato UK=cn AgpUcr Stw(MSt"M Stmw[G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge aslame P) 1. 2.1117 1` 2-112' 3.118, r 2-vr 1- 1 2-vz r Mar r OAS- o5c 0Wr CAPACITY REQUIRED"CORRESPONDING To AN E. 1,V4' MIr I-wr I_T1r 21 114- 1-114. 1-114- 1-114' 1414' 1-114' Z, I-nl I-TV vows ACTUAL PRESSURE REQUIREMENT FOR THE Wl I-" 2 AmM;Q_4W w.O.C.7 Man cr a=-,-. am Ibs 300 Is afts me Its 1644ibsT mas MU7 Rim -74-oun 374R* Mies 94sms -3412n 442= mots_ OPENING,WHEN IT IS LOWER THAN THE MULLION 4Afthtft®1.15•MIFL O.C.ISIMdud(qr0fW)C#p(FIO 2) AM Its 700Ih. NIA WA NIA I NIA =us NIA WA IUA WA WA 6821 095 Rn -i-120Ms CAPACITY(FROM THE TABLE)OF THE SELECTED O.C.I M IMM 7MM3 76057 `7 tw�m*lb"s 1560 M 18959m, 64obs 58097 1022ft 6a2lbs Mts 112DM MULLION.IT WILL YIELD A MINIMUM ANCHOR WA WA IIIA 1" AA WA WA NIA IVA NIA _WA WA WA WA 073-0-s CAPACITY WHICH MAY BE USED TO QUALIFY I AnCtorl SC*IRS 5) 195M6_ 19587 22ZS IbS Inns wts 177 ad 370tbs is?as 33220. 473 Ws 170bs -2-2-1 its-1-72-BMT-1 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm a[ 2-40 is 3W Ms NfA UA icoms NIA WA NIA WA I WA 9166 I 442MB 1 MOMS ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT FUIVISHD as complying with The Flaft FIGURE 1: FIGURE Z* TABLE NOTES:. A amulce 219-03 H irmal, Dal 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON GOADING. By cmpt w SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MS Dadaft 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 3.126, 1\ '.Y INN *r -1 No 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, • •• %F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5B70.5 o ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED .500* LY CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE S: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.04V THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I"X 3.125'X.5 MULLION • LFAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (V VF MULLION) III THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 B.S. A.LYNN MILLER,P.E. FL REN 68705 TABLE BA • Mullion Capacity Table fIbsh?) Opening Width(for geNca9y-spanning m19Ion4)0.r Opening Height(for hodzon)BPy9pamlrg mUltore) 6010 601n 701n win 001n 100 In t201n 1401n 160 In � O RecteOgnfer Trap7fderg. Radamla7 `RWTdag. Reds�pds 'nWRIo g. Rrst-*& 4aptnta0g. Reelm9obr `eWMe g. ft cziw plu 'ROSdT4.0 Reotsagdar TteSYT"a ROctaMdu Traplf9sng. Redm9d. JWB1m9. 17[4X.126 L�60 l.alclfg LO&OU L-r-9 Lowing Lo.4ng 146dng Loafing Loadxg Loafing Lowing t.mdag UadW tearing Lmdng Loa4n9 toadng Lvadnp P;r4 w Alum.TubO Eel Mullion z L°° }}-.. 42 In 1-10.01 620 170.0 436 170.0 744 170.0 478 170.0 688 170.0 We 170.0 992 170.0 619 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 1459 1469 170.0 62t 127.6 1469 170.01 521 9 11l Nin 170.0 705 170.0 524 170.0 850 170.0 Bell 170.0 092 110.0 030 170.0 1133 t70.0 661 170.0 1273 170.0 077 169.3 1303 170.0 680 130.3 1305 170.0 860 111.7 1303 170.0 880 9r.7 1303 Von 680 LU 509M In 170.0 117 170.01 583 170.0 1 808 170.0 631 Roo 1049 170.0 634 170.0 1195 170.0 723 138.1 1235 170.0 747 140.5 1235 170.0 766 t17.1 1235 170.0 766 100.4 1235 170.0 758 $70 1235 170.0 756 g a o 641. 170.0 797 170.0 812 170.0 ON 170.0 981 170.0 1118 170.0 754 154A 1168 170.0 W3 1372 1166 170.0 037 123.5 1155 170.0 868 1028 1158 170.0 691 882 1158 170.0 801 772 1156 170.0 061 m p 601n 170.0 865 170.0 704 165.7 1012 170.0 787 1420 10Q t6t.1 832 181 1042 146.7 615 1112 1012 t389 Bel 100.0 1042 13x2 791 83.4 1042 125.1 782 71.5 1042 125.1 7a2 625 1042 125.1 782 F- 63 w 636 170.0 WO 170.0 745 1312 082 1838 1118 120.0 912 MA 700 t13A 902 131.0 782 100.8 982 121A 768 80.7 B92 114.8 768 76.8 992 109.4 745 649 092 1060 744 W.7 892 108.0 744 2 `J 6810 165A 947 170.0 789 137.6 947 145.0 756 116.1 947 13x3 786 103A 947 117.7 752 91.9 047 1067 736 627 947 1022 727 68.9 947 05.1 713 60.1 047 94.0 711 61.7 947 94.0 711 Z !'n� �• 72 In 135.0 019 R2.7 737 1132 849 121.6 722 07.0 040 1060 708 94.9 849 964 Bea 756 849 68.7 688 87.8 NO 027 875 58.6 644 76.3 659 486 849 72.5 652 426 849 724 651 U $$ 751. 116.5 762 120.7 685 86.3 764 102& 852 0.15 782 90.0 890 722 762 0.0.8 629 842 742 742 B20 67,0. 782 642 813 461 782 62,6 602 41.3 762 69.8 597 38.1 782 69.4 695 ? y 761n 1089 724 111A 634 89.0 724 948 621 743 724 628 609 66.8 724 74.4 590 %4 724 BB.1 691 63.4 724 83.4 661 44.B 724 67.J 573 382 724 61.3 667 33.4 724 639 665 Q Y -J v' 90 to 616 643 719 483 68.0 543 60.7 414 40.7 543 679 466 43.5 543 47.1 468 368 543 429 452 34.8 543 395 448 29.0 643 34.9 436 249 643 321 430 21.7 543 30.7 426 08b 57.3 478 WA 427 47.8 478 49.7 H9 40.9 478 432 412 355 478 365 408 31.8 478 349 400 267 478 3ZO 395 239 41111 29.1 388 245 478 25.6 360 17.0 475 242 376 R17).,.3 377 11.1 341 33.5 377 349 335 268 371 30.0 3J0 252 377 20.9 326 2Z1 377 24.0 321 20.1 377 220 317 18.5 777 140 J10 14.1 3I7 17.1 301 r357 NA 323 309 357 31.8 316 266 357 27.6 313 232 357 24.4 309 20.0 367 22.0 305 185 357 20.1 301 154 357 17A 284 �( X �300 205 279 245 308 25.1 274 21.0 306 21.7 270 16.3 308 182 207 10.3 3082W 'X 212 17.2 190 TABLE 6H ANCHOR CAPACITY ADJUSTMENT FORMULA: a 62 Anchor C6 eci Table be ANCHORCAP.,,",,,,," SW*imte: 27k COMM 35k[in0. No6owCbtB Fled C14U PTWmd Mdat {DP„}X{ )=ANCHOR GAP.,", 5116•Elco 114'Be Ecco 511W Elea 114"SS Eko /IO Sled #12 s eal dtt sled MULLION CAP."ro.,.m. AnchorCOpPattemb AmtrorTypO 3158'EkoUtbxon tt4'I:IcoUOracpn tsyson Yte'173o10ttaan tta•EkolRUacm AnmG.W n9mcen Aggrt(War 8-(G5)sc"(05) Sc (G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aldame MY 1• F14-001bS r 2-1r2' 3-116' 1' 2.111 1' 1417 21 3.116' r 0.46' 0.64' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednent(in. 1-W I-XV 13'4' 2 1.114' 1-114" mw t-tu• tau` 14M r 1�we• 1318" 1ed09 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mchm 4.76MMM.O.Q I St&ldama 01be1 Op(F4162Y J906* 46094 0900* 164410.1 210133 280166 3510x1 740fh3 374 Its 6041be 9469,0. 3419,0. 44Fft 666 roa OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhom 19226 Max O.Q 18tanlad(oW01b.402ip ft 3), 7000* 560 ss 14tolb3 9521x6 WA Man WA 63offi3 WA B6olbs WA 692 k3 885 Ins 112663 CAPACITY(FROM THE TABLE)OF THE SELECTED ' B Amho.0S.1SMM.O.ClSW40ld(ae06et)Cnpn,4Y 96OD3 NIA WA WA WA 76016. WA WA WA WA WA 13830.. 17709x. 2M m. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AnebomQ r Bkn O.Q I(l)`WAngb0ps t ft.BY 7806* 8606. 156010s t0886s 540 E. 580 f61 WA 76063 7481. 660.1bs 18921bs 8821b3 gas ms 112063 CAPACITY WHICH MAY BE USED TO QUALIFY BA.h=03"MLx O.Q 1(2)245 Agte Op./lFq.sp 117004 10200. 2340Ibs 284463 61064 840181 WA 1140165 11221.1 132063 2x38163 102266 1327160 16WIm ADDITIONAL ANCHOR OPTIONS FROM THE 4 Aneho73 NOAS'Min.O.QtU{Slp,trio,/2YAfum.¢q.7}: WA WA WA WA WA WA WA WA WA WA WA WA VA 14300* ANCHOR CAPACITYTABLE2Amhm@2.VM1n.O.CJF4%PtFlg•SY 350IM 2909* 705 pn 478103 WA 280 W3 WA 3159m WA 44063 WA 31160. 44284 56069 PRt}DUCS'R13V1SE0 4 Amhom 441.1V MDL O.CJ F421p 69Q 9Y 4806. WA WA WA WA 38010. WA WA WA WA WA 582 W. 085164 1120 tW 0.9 complyinO With dto Floud• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Yj 7.400` f-- Aciceptanm dTkl{o^C21$�r5 sj Sxpimlion Date TABLE NOTES: B FIGURE 1: FIGURE 2 FIGURE 3: FIGURE d: FIGURE 8. FIGURE 9: 1.2 emt 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. p\a..........'1!1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. •��•''�tGENSIc••'tF'P 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000 '^'s; No 58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW �-;E ,, =_ FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4,! rc., • • • • • • C SUBSTRATES:CONCRETE SHALL CONFORM TO O AST SPECIFICATIONS,HOLLOW AND GROUT-FILLED :��•• ..TA ,\ • • • • IIIIIIttt���YYY CONCRETE BLOCK 18417(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126`STUDS TO BEA FtORtO•.�-C?• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125'THICK STEEL t .......... � ANGLE CUP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36. I.L ANCHORS hINTGRADE MEU1 HALL EXTEND AT LEAST 9 SCREW THREADS BEYOND THE MATERIAL#10 TR CTURAL STEEL TO BEAT LEAST.125' t8 J `,,///f t l t 1```,, #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1"X 4"LI.N A.LYNN f1.#58 R,P.E. MutfloN FL P.E.#58705 TABLE 78. - MutOanca aci Tablo lel w OponingWl dill(forveracaiy-sperwN nulGore)'crOponlngHeight(for hodzoda*spenningmullions) d 5014 6081 7014 so fn 9014 too in 1201n HOM twin SX4x.3Tb Rectawww TtaplTrlenp. Rectenautu Th91114n9. Red-Older T.Wei q. Reclenpda 7)oprrnanp. ReWapWw 7)ep77d(.Ip. Re"galm T(8)2U1ono. Rmlaralnr Depinfenp. Rectaftuf TmpRUenD. Rectangular Tmpndww Q114:0 Alam. be tuadap t.oa&g Land.9 LmAn9 toedn9 Lmdfg S.adnp L9edn9 (4adnp Loadn9 •lwd'g LOad42 Locdnp taodn9 LAadhp Coadnp Lowtep Laadn9 Y g..T 2 r _ r a a 24" _ a a _ a dr _ i 2> a r _ r a a x r r 2^ _ Mullion sLm � Cl) 421. 170-01 620 170.0 435 170.0 744 170.0 478 170.01 We 170.0 No 170.01 992 170,0 619 170.0 1 1118 J70.01 521 110.0 1240 170A 521 170.0 1485 110.0 521 170.0 1735 170.0 521 ime 1963 170.0 521 O 40 in 170.01 708 170.0 624 170.0 850 170.0 65/ 170.0 982 t10.0 w0 170.0 1133 170.0 661 -j 170.0 1276 ITO& 677 170.0 1417 170.0 680 170.0 1700 170.0 850 170.0 1190.1 170.0 660 161.@ 2024 170.0 800 x 50.825 to 770.0 7<! 170.0 663 170.0 888 170.0 831 170.0 1048 170.0 864 170.0 095 174.0 723 170.0 1345 170.0 747 170.0 UH tlOA 756 170.0 1793 170.0 TOO 156.0 1910 1 170A 756 138.5 tele 170.0 766 � �� U) 64 in 17MO 797 170.0 612 170.0 956 PDA 891 170.0 1118 170.0 764 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 856 559.9 1799 170.0 651 137.1 1799 170,0 881 120.0 1709 170.0 8@1 m p 0 601n 170.0 685 170.0 701 170,0 1063 110.0 797 170.0 I'M 110.0 078 170.0 1417 t70.0 WA 170.0 15% 170.0 996 155.6 1619 170,0 1033 129.8 1819 170.0 100 111.0 1619 170.0 10@3 972 16111 170.0 1083 � LSD � 031. 170.0 We 170.0 745 170.0 1116 110.0 650 170.0 1702 170.0 940 170.0 1468 170V 1015 168.7 1642 170.0 1078 141.0 1642 110.0 1122 117.5 1642 160.5 1168 100.7 1642 167.9 1157 88.1 1542 187.9 1167 g 661n 170.0 974 170.0 789 170,0 1169 170.0 003 170.0 1354 170.0 1002 16U 1472 170,0 1088 142.8 1472 168.8 1148 128.6 1472 165.0 1130 107.1 1472 147.0 1106 91.6 1472 146.0 1104 6" 1472 146.0 1104 m 721r; 170.0 1663 170.0 878 170.0 1275 170.4 1009 1101..3 1320 186.2 11.31 1724 7320 149.9 1082 117.3 5320 137.8 1968 105.8 1320 128.8 1069 80.0 1320 117.0 1024 76.4 1320 1128 t0t3 8@.0 1724 112.5 1012 (y) 78M 170.0 1122 170.0 837 148.0 1104 150.4 1013 1286 1184 138,9 999 1122 1184 125.7 078 99.7 118{ 116.3 88/ Sa@ 1184 107.5 952 74.5 1184 9/.fi 835 @{.f 118{ 0.1.1 827 38.1 1184 82.7 926 J O § Z 781n 166.1 1124 170.0 987 138.4 1124 147.0 965 118.6 1124 120.8 947 103.@ 1124 115.0 031 923 1124 105.0 Die no 1124 pas 005 69.2 1124 69.0 690 $9.3 1124 84.3 88t 51.9 f124 832 876 Q -JA 90tH 70&1 614 1175760 BO.t 64{ 94.3 736 77,2 844 82.1 724 67.8 834 77,3 712 60.1 844 68.5 707 54.0 844 67.4 693 458. 844 642 878 38.6 844 50.0 568 73.8 644 477 662 Z90In 09.1 742 915 863 712 712 77.2 652 67.8 742 67.2 641 55.7 742 69.9 671 IBS 742 64.1 622 44.6 742 498. 614 77.1 742 IJ.B 600 318. 712 39.6 690 27.0 742 37.6 584Z�lo81n 620 556 838. 330 62.1 56053.5 521 44.7 ON 188. 613 39.1 686 418. 505 J4.8 668 773 488 31d 568 342 492 281 608 296 4117 233 568 266 472 i8ff 586 21746CO �I a 11th 57.6 WS 58.6 5w 48A 535 49.6 496 4112 655 426 487 MO 655 38.0 480 320 655 34.2 473 28.8 353 34.3 187 24.0 555 27.1 457 20.8 555 24.3 448 50.0 556 22.4 442 LU LU x Y Y 1201. 45.8 475 46.4 433 36.0 476 79.0 426 326 Q6 SJ.7 420 28.5 475 29.5 41/ 25.J 475 28.0 109 220 475 24.5 404 19.0 476 21.1 395 18.7 475 16.7 757 143 415 17.2 381 1M In 264 330 28.7 305 220 330 224 305 16B 730 19.7 707 166 330 17.0 297 U X ¢ Q TABLE 7B ' .10 to ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Coel Table 5 ANCHORCAP.,,,,,,�, _ S� S.Mimta 27k tAncreto aSk Caw. Na[oWCMU FtOedCMU P7YTood Metal (DP1e,}X( ANCHOR CAP.- o�a'3 5119•Eko tA'SSEk0 5116'Eko 1/4'OSEkp StOSted d129lael a12Sted `MUWONCAP,,,,d,,,,,� AnehorCOpPatterno AnWwrlype: 3116' 2-7k 1p•F3coU8man If on MalE 0ultmcon 114'FJc.ullfe- AgWeGefer UOrecon ApprOG6. Sa (05)Ste(GS) 8C;-(C6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Disleoce(Ink 1' 2-IM 1• Zan• 3-1/0' r 2-1rr 1 1• 2-1m 1 r 3.116• r 0.4o• 054• 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Ont tato• taW 1.314• 1-3f4• r 1-174' MW I VIA' t-UP 1410 I-Im r taro' lam• ,ones ACTUAL PRESSURE REQUIREMENT FOR THE 2AWbmts 0433 Mm.O.C./StaWmw(Mel Cup(Rp.182k 390 On 39010.1 450 ms 690 lbs 1644 ms 27003 2wms 354ms 140 ma 374 Ile. 6641bs 946M 341 lbs 442169 500 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arwhas 0223 Mia O.C./Standud(o(0ase1)C9p(1%4 700 ms 700ms Seams 1410MS 952 ms WA wows WA new WA 880 lb. WA W2 ms sasme 112D ms CAPACITY(FROM THE TABLE)OF THE SELECTED 8.=0US'Min 0.4.1 Stw4ard(of Orsep COP ft.4k ON 14 1400ro9 WA WA WA WA 76010.1 WA WA WA WA WA 13w ms 1770tbs 2z4om3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ADcbom G:rhWLO.QI(!)2r5A1gmrspsr(Rp.5k 7809* 7aOms MOMS 1590lbs 1695 ma 540 ms MOMS WA 700 ft 749169 ON lbs 18921bs 68z m9 sois 112olw CAPACITY WHICH MAY BE USED TO QUALIFY SAmhote(0 r Aga O.C.1(2)215 Angle alp 1(Rp.ek 11701* 7170 rot 1020 ms 2310 M 2844 m9 610 ms DOM WA IT4Olts 1122 On I=lb. 2639I1s 10-22 ft 1317 me 18868* ADDITIONAL ANCHOR OPTIONS FROM THE 9 Arclsm 4064Y Ma.O.GlU[Sip,Mda.t25'Aka.(F)p.7): WA WA WA WA WA WA WA WA WA WA WA WA WA N1A 143003 ANCHOR CAPACITY TABLE. 2Amh-@2.WMk11O.0/FtBp(Pip.B): 350 tbs 350 iba 290 ms 705 ms 470 D* WA 240[be WA 315(63 WA NO tbs WA 341103 4420s 560 Me PRODUCT REVISED 4Anchon Q LII Min.O.GJ F471p(Fig.ak 480 ft700 ms WA WA WA WA 390 Ws WR WA WA WA WA 882 ma 6550s 11200* wcomply9ngwitbdm Flodda NOTE FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building code -� 1.032" p• -� 1,00.3• (- Aeeepfanceflol�e'o278.4D'j B PiMFW QNM�� wU2o21 TABLE NOTES: By 1}SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION FIGURE I: FIGURE 2' FIGURE 3. FtGURE4: FIGURE B: FIGURED: Mia1a product ON LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • 1111 11111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000° 4.00(' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ N0.50705 FIGURES: FIGUREG: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 8E � • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE (:TE O 6 603-TSANDBEA MINIMUM OF.12S THICK STEEL STUDS TO BEA MINIMUM GRADE •"� ••.!'LOR1D�`'"�C9�` • • 376' 375" i cC r THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND 8.30.ALL ANCHORS •-L �C ��'r jS`S�Lz('�/-'L-�`�" ANGLE CLiP(FIGURES 5&6)MUST BE USED IN PAIRS- INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 i"X 4'X.375' ) 1'X 4•X 375 t A L{NN ILL P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. T-MULLION MULLION FL P.E.#68705 TABLE 8A ro Motion Capacity Table ibD In V* Opening Width(tor vetBca*spaming mldons)or Opening Height(for hodzorllely-sperdrig mU lons) SD In Go 1) 7048 win so In 10010 Rain 140&1 t64h 7!f Rectep9tdrr TroNldang, RedenOdu TmprWanB. Roctanawar TraplT'Ima. Re leodar 7tapmm�9, ftbde ww, Tm a1 Reclan p/elarg. Recd-oft 'ImpTda09• 4 136'•x -d g. Baler Trop/Tdang Raateiguraz Trap7Td4ng. Rocten9dor Tm LoadN9 saa . CoadH9 Loading taadtn9 180380 toad g toa6n9 LoadnO t.oatA09 Laadin9 LWILV Laadnp 104388 L"Zo Loading Loading Loadva oY 3.188"x T.8 Mtn a eG h if v CO al I I I I i I I 'i I . it I I I I I I I I i 1 2 fj) 42In 170.0 620 1700 435 170.0 744 170.0 478 170.0 868 170.0 500 170,0 882 170.0 510 1704 1118 170.0 521 170.0 1240 170.0 521 170.0 1186 170.0 621 170.0 1735 170.0 521 151.6 1709 170,0 521 0 43 in 170.0 708 170.0 524 170.0 050 170.0 SD; 170.0 882 170.0 630 170.0 1133 170.0 601 570.0 1275 170.0 677 170.0 1417 170.0 880 154.5 1648 170.0 65D 5327 1648 170.0 We 116.t 1548 170.0 880 -j � 5OX45In 170.0 747 170,0 863 170E 8041 17CO 631 170.0 1048 170.0 684 170.0 1196 1700 723 170.0 1345 170.0 747 197.0 1488 170.0 758 1394 1408 170.0 768 119.3 1468 170.0 766 104.4 14W 1700 766 641n 170.0 787 170.0 612 1704 858 170.0 691 ima 1110 170.0 761 1704 1275 178.0 803 163.E 1378 170.0 837 146.0 1318 170.0 859 122.3 1376 170.0 081 104.8 1378 170.0 661 01.7 1378 1704 881 m W p 60 to 170.0 BBS 170.0 701 570.0 1063 170.6 787 166.8 1158 170.0 878 139.0 1158 ISTA 930 123.6 1756 166.8 eta 1152 1158 150.0 912 927 1156 /41.D 805 79.4 1158 141.8 805 89.5 5456 1448 006 � W KD J 831n 170.0 930 170E 745 160.1 1051 170.0 850 137.2 1051 155.9 662 120.1 1051 Me 648 106.7 1051 1323 837 98.1 1051 125,7 830 80.1 1051 110.5 022 68.6 1051 119.1 821 60.0 1051 118.1 021 4. J 041n TWA 957 170.0 789 139.3 957 t6t.e DOS 110.4 857 134.0 790 104.4 857 121.6 7JT 02.8 057 112.8 767 83.6 957 100.6 769 60.41 057 100.0 760 69.7 857 9BE 718 622 967 08.8 748 7218 1247 804 5352 888 107.3 804 1162 864 91.9 804 501.3 971 80.4 804 91.4 680 71.5 604 84.! 830 64,4 BOi 706 943 63.8 864 723 833 46.0 804 694 629 40.2 864 608 828 7918 109.4 722 111:1 WO 012 727 07,2 BIB 782 722 85.3 608 68.4 722 7eJ 500R685 70.3 666 61.7 772 BSb 588 458 722 50.6 670 39.1 722 66.7 565 34.2 722 88.2 66; � � Z 751n 1012 685 105E 600 04A 685 808 688 723 665 745 577 63.3 685 70.6 68884.5 560 50.0 886 60.1 653 422 BBS 64,3 643 362 685 51.4 637 31.8 685 50.7 536NNMtn 65R 615 68.0 457 640 315 57.5 {18 47.1 615 50.1 441 412 Sts 41.J 434 408 428 33.0 515 37.4 <22 27.5 q!6 33.1 413 23.5 515 345 497 20.6 516 29.! 404QB In 61.3 153 SSE 104 15,3 IW 47.1 387 30.8 453 414 3BI 33E 453 30.4 36533.0 379 27.2 453 30.4 374 22.0 463 20.6 368 19A 453 24.3 360 17.0 453 229 356 coZ108 N 38.1 350 39.0 323 31.8 350 32.8 318 27.2 350 20.4 313 23.8 358 233 308227 304 10.1 356 208 300 158 356 140 293ith36.1 338 35.8 306 28.3 338 30.7 301 25.1 336 241 297 220 Me 23.2 28320.9 269 Me 338 t0J 265Of x 1201n 278 290 28.3 284 232 200 23.8 260 19.9 200 20.6 256 17.4 290 152 253144 240 �'„ 40 4n N1 144 h 16.1 201 te.3 Me U N a 0 � 0.a2� Z 4n 0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: An horCovacitv Table lee AN CH OR CAP Butalrata 2.711 earerte a5kCaC "w"CMU FMWCMUF182 wom Mdei (DP_)X }e ANCHOR CAP.- Wel AP.,,, 816'tlKb Ud•SS Elco dl6"FJco ur SS FJto M1251ea1 012 SIBal MULLION CAP,,,,,,„, AncharC9APattern* a'te'Elco unrxm Urf3coUDmcM Upon ytB'Elrnu6lam 1/rEkoUDraKon peat Mm, AgWCCam3cnnr(05) screw(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge0stameon) 1• 2-tri 1- 2-1/r 331!8• C 2-IW 1^ 2-vr 2 "hr r 05r 0.�r CAPACITY REQUIRED"CORRESPONDINGTOAN Fmbedna t I3r;• I-w4• 1.074• 134• 2- MW 1-114' t-u4• 1-ua f-v4• t-Ira• 2 1085 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Arrtlers 478'698 0,C.1 Slattlada 0154,Cap Ing 1T 390m 390m 450m We Its 160m 219m 200m 364m 740100 314 IDS 6641m 816m 442m 550m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Antfus 01.15.1418 O.C.Istantaw vt0BH)Up Ing 27 48Sm 700 as WA WA WA HEA 380m WA WA WA WA WA Mae 1121tm CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhtsmo "Mh.O.C.t(2)2t5AtgleCbps/9709T 780m 700me 6801Ds 1581m Texan 540785 6601; WA 750100 748m So me 1802m8B5m 1120m MULLION.tT WILL YfELDA MINIMUM ANCHOR 4An7tMOOAS"Mtn.O.C./U49p.Into.IWAlw8(Rg.4TWA WA NIA WA WA WA WA WA WA INA WA WA WA 1430 m CAPACITY WHICH MAY BE US®TO QUALIFY 1AncrodF.0p(RA ST 196 m 195 m 2x5 m 446 m 622 to 136 m 140m 17718.9 3rom3 107 ms 332Be 473m 221 m 2Bam ADDITIONAL ANCHOR OPTIONS FROM THE 2AMbM 401.10-MROZJF4:0{Rg 6) 240m 9"Dlas EUA WA I WA N!A 10Dm NIA I WA N/A I WA I WA 1 341m I442 to 560m ANCHOR CAPACITY TABLE. PRODUCT NOTE FOR THE OFFSET CUPRREVISED P,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, P C.mptyiODUCT 8 with do Pluida Building Code FIGURE I: FIGURE 2 i•^-7.250'-y Acceplaaco No wp^"6 IS-03 TABLE NOTES: E -ift" I. ,f�yJ • • • ! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION gy * ON LOADING.SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. Miami a?w&ct \II ItI Ill 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, `1�\\ - t NN/4( FIGURE 3: N ANGLE 3j MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' ��.'�•'• ,F NSE; rT CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `T i SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 365" NU.58705 8E USED _ IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND r - 791rE�o FIGURE 4: FIGURE 5: FIGURE 6: -GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C"90.WOOD SHALL " �( ( ;BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE : (&/60tH-TSAND SEA MINIMUM OF.12W THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND k '•�\lo • ! .045-THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25"X 3.188"X.265"MULLION ` �tj * ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114^VF MUwoN) �S`��f}tVfli-�� #10 B#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. r/r 1`1 * LL A.LYNNQIIIi ,P.E. FL P.E.#58705 TABLE 90, Mullion Copeally Table(11G&W) g Oponinp Width(forvelacaly-aparml mu0on9)orC 6ninp Halyht(for hod20nla9y4p6126rg mU9ons) I NSob 64in TO In SO m sob 1001. 1201. 144In 160 h yi$`'ja R4t-Wor Tr4p'Iding. R,,-,I,, TmP/7d4ip. R4tmngumr 7-011ftng. Rminqub, TmplMmm. Radenoumr Trognian. It t0a ul+r TnpMang Mctnwlx Tmr'Idena Roclm9.mr TmPrIolva Roci5.26x3.26iyftto3dnp tm6nq tt4dhg 1o46hg La+drg load"" to46kq taa6n9 toad"" LnWbgto4dn9 toad"" .oagloo1gtoed,�v totd�g d X.1100 Alum Tub I fill,1 11 1 1 a I I a fi9dllon yq pg }qy }y� I a I 1 1 1 1 a 1 1111 11 fail, I a I I 1, 11 1 a I I I I I a I I I I I a 7yyyy qqyy `� qqpp yp 4214 170.0 820 170.0 435 "0.D TN 170.0 476 I70.0 860 170.0 506 170.0 992 17.00 fi1B 170.0 ilia 17x4 621 153.3 1118 170.0 521 127.7 it16 170.0 621 tou iiia 178.0 $21 95.0 Ilia 170.0 521 Q }- 49M 110.4 708 170.0 WA 170.4 850 170.4 684 161.8 078 170,0 8.30 148.7 978 170.0 661 130.4 078 170-0 977 H73 078 1704 San 97A 978 170.0 660 63.8 978 170.0 680 73.3 B78 170.0 880 .J3 50.6251. 170.0 747 170.0 663 110.0 886 110.0 831 1607 027 170.0 SU 131.6 On 1885 706 117.2 .all 259.1 609 10.5.6 on 158,3 69a 67.9 921 168.3 695 75.4 927 156.3 695 65.0 627 156.3 885 x 54h 170.0 TBT 170.0 412 IFAS 869 170.0 691 1325 664 1538 861 115A 809 1416 669 103.0 869 1314 864 92.7 868 120.8 654 77.3 689 12&6 652 68.2 869 12ae 652 67.9 888 12.08 862 0-c 6011 143.2 746 IWO 634 119.4 748 132.3 620 102.3 740 117.6 608 88.5 746 107.6 699 79.6 740 101.0 502 71.6 746 085 68.7 69.7 740 09.3 $83 612 748 970, 6B3 44.6 748 913 603 m O I^• co 131, 123,7 877 132.0 610 103.1 877 1112 566 8.&4 877 100.4 655 77.3 677 9t.4 648 80.7 871 662 639 61.9 077 614 ax 611.8 oil 77.0 628 44.2 677 78.7 529 3&7 all 78.7 529 H ( t0 Goin 107.0 617 114.1 634 827 817 97.8 St9 7&0 617 80.3 509 67.3 817 78.3 600 59.8 617 12A 494 5.18 617 68.7 489 44A Oil 64.4 483 38A 617 03.7 402 330, ail 63.7 462 � W � D 121. 02.9 515 81.1 450 69.1 518 74.2 440 59.2 616 85.2 432 610, 616 BOB 425 40.1 618 54.2 419 41.4 518 50.7 4U 345 610 460, 403 298 518 45.0 406 26.0 518 45.0 405 Z N z m y 7814 TOS 465 73.1 408 58.7 485 826 398 50,3 463 SO 390 44.1 465 491E 364 30.2 465 40,3 318 35.2 465 42.2 374 29.4 405 3&3 387 26.2 465 385 384 22.0 465 36.2 3a3 � � 7 76b 652 441 0&0 387 54.3 441 57.7 379 46A 441 W.0 372 40.8 441 450, 386 36.2 441 41.6 380 320 441 38.7 350 27.2 441 340, 349 23.3 441 31.1 340 20.4 441 327 345 J Z 901. 420, 332 4&e 2B5 35.4 332 37.0 289 30.3 332 323 264 28.6 332 280, 200 238 332 20.1 276 21.2 332 24.1 2M 17.7 332 21.3 280 152 332 10.6 262 113 312 16.7 260 Q O r -'t• 601. 33.0 Zai 35.9 7180 20.1 291 303 250 26.0 201 20,4 252 21.9 201 MIS 240 1&4 281 21.3 244 17.6 .1 185 241 14.8 291 17.1 238 12.5 291 Me 232 Z Q p t00h 21.6 230 28.1 208 x0.s 220 211 295 n.S 230 16.3 201 1&4 230 iCA 196 F X Z O Hi in 226 2ta I 23.1 197 1&9 218 10.4 164 18.2 218 1&8 isi 14.1 218 me 160 n1 N L�O Min 170, 137 1 i&2 I 170 14.8 1 187 1 15.3 1 167 W m wX N c Q f/J 40- z TABLE 9S O< AnCAPACITY ADJUSTMENT FORMULA- Aneh4rCa acl 78.1170 I65 aobelmia 2TkCakmto 35k Cone.I Ifo6mmu Fi8WCMU PTth046 Mogi /ANCHOR CAP.:: '2 -3 {DP",}X 1 }=ANCHOR CAP.,,, 6118'Ek0 174"SS Elco 5116•Eko 11/4•SS Eko 010 Steel 8.12 steel 012 Steil MULLION CAP.,,,,,,,,, AnchOrC PRtt9m9 A mhmlVM 3116'ow Umm m 1/4•Eko LOU,, 3718'Elco Ummwn 114`Elw Utlmem BP U6mca4 Ag9maator 1.limon AgaeOatcr Stt w(45)st"(C51 acre+"(05) USE THiS FORMULA TO OBTAIN THE'ANCHOR Eglo Distanco 041 r 2.11` k4WIbs 2-Ur 3.11T r 2-lir r 2.711' x 3.116• x 0.46• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDINGTOAN Emtktimcnt Ps faro• sura' Sato• r INC w4• saN• f-114• f-114• f-114• x cars• 18.16• +odes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Armhom Q l.7S Mn O.Q 1310M N of WWI CUP IFi0.111 390 b9 300 W3 890Ibs 1844109 210 W8. 286 W3 354lbs 74016° 374109 FA401s 444Ibe 341 W3 442 W3 5606p OPENING,WHEN iT IS LOWER THAN THE MULLION 4AndM@1.15•Mh.O.O1SImf6a[4(m09se0WP(Fp.21 4$t Ws 700 tb3 WA WA WA 390 m3 WA WA WA WA WA 6021L1 MIlls 1120 m3 CAPACiTY(FROM THE TABLE)OF THE SELECTED 4 Anchom Qr M1..O.Q I(2)215 Angle pips I(Ftp,31 78098. i8D m3 1560Its 18969* $40 Ws 560 ms NIA 760 tb9 748ms BalM 16BYms 062Ws 895 Ws 11209m MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Atc6om 0054•Mb.O.Q IUB,kA*•ID6•AkA(Fig,41 WA WA WA NIA WA WA WA WA WA WA WA WA WA BSD Ds CAPACITY WHICH MAY BE USED TO QUALIFY IAMIWIFtlo(N.51 185 WS 195 us 445 bs 522 Rn 13508. 140m4 177168. 370@9 187 ins 332 ms 473 W3 1701W 224 Wa Zabms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anehasl�f.t5•kU1.O.Cf F431p4F10.61 244 Da 350 ma WA WA WA IB0 m4 WA NIA WA WA WA 341 W4 442841 SFA kea ANCHOR CAPACITY TABLE. PRODUCT RFVISED 111 emptying with 1!W FfOrida FIGURE I: FlGURE2: 1.250• A1acePu wNo TABLE NOTES: Ib-CY2.1B.� . . LOA* Bxpimtlon Dally e • QQ�� ON LOADING.SEE SHEETS 2-4 OR GENE1)SEE SHEET I FOR INSTRUCTIONS ON RAL INSTALLATION METHOING THE TABLES AND DS,25 FOR INFORMATION 11 Daft PM&d 1 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWA13LE \Qa`(LY1.NAI• ANGLE 3)MULLION AND MULLION GIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ''.,��•.•'4�CENfiE.'•!F� GIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - Y•; ��', i BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. "7: No.5$705 _ IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT j�1-� -FlLLEDCONCRETE BLOCK UNITUSHALL CONFORM NFRM TO ASTMG9D.WOODSHALL .100' � 4i�i(1 1-rr/� D_ FIGURE 4: FIGURE 5: FIGURE 6: '• 413 Ij7 BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � '.•��',, S.A:r 1. _•(L: 6063-T6 AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A38.ALL �••.�ORIOA.•'�G- ANCHORS INTO METAL SHALL EXTEND AT LEAST3SCREW THREADS BEYOND THE MATERIAL 12•X&2 ON.sar #10 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. A(YNN N11LL2f t P.E. FL P.E.#58705 TABLE 101 ,� Muntan -Cspsdv Table obsel 'm 75 Opening Width(forvedimlyspmtldng mdGons)crOpening Helpht(for haft0filatyspamtng mWions) 501- Win TON 80 to so In t00in 120 in 140tH 160 in 169{O 126X326 Rai-BWv 7ts01dv,9. ROda,guin Tnpirdaa9. R,dwgWu Trspttdag. Rea.,D.W Tropldwg. st-trnodar L4n*.g. Ractanitdar T-PT&g. R0a4%wv Tnpllbn2. Rod-ph' 7=0174-2 Ral4ngdar 7-PrRiwg. 4$ X.624 LoadnO Lmr9 1-ft L0nrn2 L01744 L0-ft Loafing Losdi7g Loft Load4y Looft taedig Laaft tumv to4div Lft LoM it L,&g g Aim'nee .' ',. . m .§' §'., s s 8.� ;.,. '.. '' Ifalz � •_ _I �� ; � " ' p.. .,$ 4'e " � e s� a� v §� x4' as :L � a "s § a� a 'sae �� to N v o v V v v La v v v Li u o vv u v v va v t`a Lae v v v v 0 oa v oa v taa '1513 r ag 5 z� 'Fi dt'�� � 5� �� fi� � 5d L�� •5 t�� "� ��y `�'� 52r e�� � 112 �i. ��c �y. ��c � �? t8� .-� �A as> .1 �Lo .a zo -a I a IA Qa a�. Z 421n 170.0 670 170.0 435 170.0 744 1700 470 1170.01 068 I tt0.0 506 Rob 997 110.0 619 170.1 1116 170.0 521 170.0 1240 iRA 521 170.0 1488 00.0 521 170.0 1735 170.0 1 521 110.0 1987 1170.0 521 0 (rj1 401n 110.0 109 170.0 524 170D 650 170.0 584 110.0 992 170.0 630 170.0 1533 570.0 651 1700 1275 1700 677 170.0 iN7 170.0 600 570,0 5700 170.0 600 169.7 5979 170.0 600 740.6 1979 170.0 680 S 50.676 in 1740 747 110.0 663 170.0 096 170.0 631 170.0 1046 1701 684 170.0 1195 170.0 727 170.0 1345 1704 747 1710 1494 170.0 ISS 170.0 1793 170.0 766 1525 1077 1700 756 133.6 701 110.0 766 d' y 51In 170.0 797 170.0 672 170.0 956 170.0 691 170.0 1116 170.0 700 1700 1276 170.0 Bal 170.0 7474 170.0 837 170.0 1591 170.0 056 156.0 17119 170.0 861 134.1 1759 170.0 061 117.3 1759 170.0 061 ca 00 a Wln 110.0 805 170.0 701 1700 1063 170.0 797 1700 1240 170.0 870 170,0 1417 170.0 964 %1.1 1511 170.0 996 145.0 1511 1704 1033 1206 1611 170.0 1063 1035 1611 1700 1063 90.6 1511 1704 1063 � (A c) U} 63in 170.0 970 170A 745 179.0 1116 1704 aW 1704 1302 170,0 940 156.6 1370 110.0 1015 1392 1370 110.0 1076 125.3 1310 164.0 1082 104.4 1370 165.9 1072 00.5 1370 155.3 1070 783 1370 165.3 1010 � IVl1 ,-3 661n 170.0 974 110.0 703 170.0 7169 170.0 903 155,6 1240 170.0 1002 1302 1240 158.6 1013 LIM 1246 147.1 ID00 108.9 1248 139.0 009 90,8 1240 130A 976 774 1218 129.0 976 68.1 1240 754 975 � 0.o � � 721n 167.81 5059 170.0 818 1399 1049 1502 f 892 119.9 1049 1341 816 1049 1019 119-1 000 931 1049 169.7 M 03.9 1459 102,7 030 691 tO49 94.3 825 60.9 1049 91.2 020 62A 1049 91.1 820 Z J a loin 1427 941 149.1 827 110.9 941 126.0INS 011.9 961 1112 51 892 941 100.0 717 79.3 %i 91.7 766 71.4 Sit 85.5 751 59b 941 77.6, 7N 61.0 901 74.0 737 N.6 911 73.3 735 2 loin 13120 096 137A 703 1100 894 116.9943 091 1024 7S3 OU 084 91-9 740 13.3 044 84.1 730 66.0 eN 76.3 721 6S.0 296 70,7 707 47.1 897 67.0 701 41.3 890 68.1 690 901n 859 6111 88.7 696 75.6 671 74.961A 671 6S3 515 63.7 615 502 6% 477 671 529 558 43.0 671 484 S51 35.6 671 43.1 5'39 30.7 671 317 531 26.9 671 37.9 526 Z C4 ,Q r O 960- Tag 500 72.8 627 69.0 590 61.4 *631A 44.3 690 41.6 502 393 590 47.0 494 35.4 SW 39.6 188 295 690 34.7 417 25.3 6% ]7.6 469 22t 5% 29.8 460 X 2SOB i= 49.7 766 00.8 d2i 4fA 468 42835b 31.1 465 32.9 402 275 766 217 390 2L9 466 27.1 391 20.7 166 23.5 302 17.11 465 212 375 15.6 466 19.6 370 rn toefti- 451 Nt 46.7 400 ]82Nt 39.332.7 206 4 i 302 302 26A 111 272 376 22.9 N) 244) 372 101 441 21L 363 IGA Nt 19.3 356 td3 N7 174 351 W1 36.9 314 302 370 31425.9 22.7 370 23,7 329 201 318 213 7Zd 18.1 778 19.5 771 15.1 378 16.7 3ti D•' to 1441= 2tO 262 212 242 776 252 tt.015.0 to L~.3 Q , tV r Z to TABLE 10B g' �O>0 AnahorCspadty Tahlei(Ws) ANCHOR CAPACITY ADJUSTMENT FORMULA: -g�g;; yg� O:m0: SOmirata 2.7n corcide uk cant.I mcomcmu piOedcMu PTWow M98 ANCHOR CAP.,,,,,",� 3 7{ (DP_)X )=ANCHOR CAP,,,, 6x16•LICo vd"ss Etc,rltM EtcO 114•ss Elco ato steel wl2steel 412 steel MULLION CAP.,-,- An,horCOpPaltems Anthm 9i6'Eicalnracm V4'tutoutumonumnon me (M.C. vdpco01 on �. uMrecm Ag9t,SAor strew{G61 Scree Sue4 (G5} USE THIS FORMULA TO OBTAIN THE ANCHOR E09-051MOO r 2-117 i• 2-vr 5110" I, 2.vr r 2-vr r 34ar r se'0,400 ao" CAPACITY REQUIRED"CORRESPONDING TO AN EmtCgP t n 7314• 1447 1374` 1374• r MW 1.114• 14W mw 1-v4' 1.114' r 1380 1a9• vases ACTUAL PRESSURE REQUIREMENT FOR THE 2A7Kims404.79•NOn 0.10.7519nOa1d irOmel C9P fflg 71 990 m9 300 Ins 450IDS Be06s 76N ws 210 ros zWlm 354 Mn 7401t6 374 MS 600 On 0d69a 341 ms 442 tis 500®0 OPENING,WHEN IT IS LOWER THAN THE MULLION 4A0elWs G 1.15'MiL 0.C,/StafOald(or OrRegt2ip(HA 2) 460 Ins lwto WA WA NIA NIA 3poras WA WA RIA WA WA 682im BBS MA 112006 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arch111®3•MIrt.0.QIM21SArg1eCV51(F12.slt 78)036 Too to 690 Mn 1560= 1698 lbs e409.s 600 Ma WA 7601W 748 Ins gW lis 1892 ms 682As 885 MS 112M MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arctars@0.54'MOs.O.QtU4: ,7077.10PA109L¢704) 1ItA WA NIA WA HIA NIA WA WA WA WA WA WA N/A WA 060 its CAPACITY WHICH MAY BE USED TO QUALIFY tArchorl FC0p(Rg_4 19687s 105 Ins M51is 445 gs 822 ne 133M$ 140a 177015 3701ts 107100 sat las 47316 170is 221 Lis 280 Le ADDITIONAL ANCHOR OPTIONS FROM THE 2AndiwsQ1.I0'Mm O.C7 p5T 240116 SMIS WA WA Nil WA 10024 NIA WA RIA I WA 34106 44206 5700 Ma ANCHOR CAPACITY TABLE, PRODUCTRBYISED as c-mplying with Ib ptorMs Dailding Cod,'�•bZ.t$"6 FIGURE 1: FIGURE Y. TABLE NOTES: ExairetiOn Dde 50.0.1( • + • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi "Dade hro 1tl 77777! FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE . ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE [t.214 CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS R. 3. BE USED SHOWN ON SHEETS 21-23.FIGURE5 SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.%105' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL .-"O 111 j; FIGURE 4: FIGURE 6: FIGURE 6: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 1 • 6063-T6 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1�� ?'tORiflN.045'THICK • ANCHORS INTO META18 L SHALLCTURAL STEEL TO BEAT LEASTA25'THICK AND A36.ALLEXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25 X 3.25^X.624` ''"'%�srr t, ..� #10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. MULLION 117,WN[� } • A.LYFJN1ti7fILI�R P.E. FL P.E.#58705 TABLE 11A - MunlOn Capacity Thbte(IbaAit) OpeningWdth(forvodical"poWngmUnam)orOpeningHelght(brhodmda%FslmntIt NUNS) 50 in 6010 Toi. 0010 9a6 100 in Ilam 140 In ISO I. fh"ut. T7gJG mV Redengdu TnpR03.g, Rado.9dar U*17dag. RedarguW Trop17dang. RedargW27 Tn O 236X394 100408 t.ad' 100498 L.a�D 100468 L02darp 10041!8 Loa& Loa pllwo. ReclMgular Tnpliri2ng. Raderipdu Thp?ridng. R4cianswo Inp/rrt2ng. Rachrgu I TlopTuerg. a X.624 n9 dkg La.kg Loadm9 Loading Loadnp Laadag L.edig I.advg Loftg La46g LsY t� A1wn.Tube � M •n .. € .. s 's.., .. E fe s F ir .E; .E > §' '� _ � ''... _ §' ,. s., b a< Mummn g iL� "s �8 a eg a� a s a : x �� s� 's a� a g� s g� a� a E. a �a 2 a� $� a g4 a v ci na u ua u cia u um u ug v u u u u u ua u u u o> u iam u u u ua u rim u u u �sS tY7 U :g A zn� y 4210 170.0 620 170.0 435 170.0 744 170.0 478 170,0 868 V0.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 110-0 1240 170.0 621 1T&O 14a8 170.0 $21 170.0 1135 170.0 621 170.0 1983 110,0 621 4810 17&0 '709 170.0 624 170.0 O50 1700 594 170.0 942 170.0 630 170.0 1133 170.0 661 17&0 1275 1709 SIT 170.0 1411 170.0 689 170.0 1700 170.0 660 17110 1903 170.0 WO 17&0 2267 170.0 680 J w x 501?S In 570-0 747 000 553 770.9 896 170.0 631 170.0 1016 17&0 684 170,0 1195 174.0 723 170.0 1315 170.0 747 170.0 1494 1100 766 170.0 1793 170.0 766 170.0 2092 110.0 156 170.0 2391 170.0 756 � (L'm 5D 641n 110.0 197 170.0 612 110.0 956 170.0 691 170.0 1116 17&0 764 170.0 1276 170.0OW 170.0 U34 170.0 837 170.0 1591 170,0 ON 17&0 1913 110.0 861 1700 2231 1100 061 160.2 2403 170.0 861 W O o r� O F so in /700 806 170.0 701 17&4 1063 170.0 797 170.0 1240 RQ.O 878 170.0 1417 170-D 914 57&0 1594 !7&0 964 170.0 171/ 170.0 1031 1709 3126 170.0 1063 14&3 2163 1704 1063 129.8 2163 170.0 1063 to co (» 631. 110.0 930 170.0 745 1709 1116 170.0 850 110.0 1302 170.0 980 170.0 1498 110.0 1015 110.0 1673 1709 1076 170.0 1859 170.0 1122 156.4 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 W .J.I 66 in 110.0 974 1/0.0 189 1709 1169 170.0 903 110.0 IVA 170,0 1002 170.0 1658 170.0 1086 110.0 1153 170.0 1165 170.0 1948 17&0 1210 143.0 1966 170.0 1276 1226 1966 170.0 1286 107.2 1966 178.0 1266 Z IL z t; Min 1700 1053 570.0 876 1100 1275 17&0 1009 170.0 UN 170.0 t126 170.0 1100 1109 1228 154.1 1734 1704 13tS 133.7 1734 169.0 1306 116.6 17M ISS9 1364 WI 1734 160A 1362 067 1734 1503 1362 J 7610 170.0 1122 170.0 831 170.0 1346 170.0 1080 1681 1556 170,0 1209 147A 1566 1E62 1285 131.1 1556 1516 1266 117.9 1555 141.3 1261 963 1566 728.3 1229 N2 1656 1223 1219 73.7 1556 1213 1216 j 7 , rein 17&0 t151 1709 SOT 17D.0 1381 170.0 1116 1559 1477 169.3 1246 136.0 UR 152.0 1224 1312 1477 139.1 1206 104.1 UTT 129.6 1591 9&9 1477 116.9 1169 17.9 1477 1109 1158 682 1417 109.3 1151 90in 1420 1110 U6.5 986 118.4 1110 123.9 968 1014 1110 107.9 951 8&8 1110 96.3 936 78.9 1110 07.5 972 71.8 1119 90.1 910 593 1110 71.3 091 603 1110 65.6 878 44A 1110 62.7 070 Z cm Q 96 in 111.0 915 1203 1172 97.6 975 1015 056 83.6 9T6 083 642 732 976 i&5 029 65.0 975 712 817 58.5 976 65A 807 40.0 975 57A 763 41.0 975 623 776 366 975 49.3 767 F X Z e l48in 822 771 844 646 figs 771 70.7 685 58.7 Fit 813 674 SIA JIT 64.3 654 45.7 77t 410 655 41.7 771 449 647 343 771 WS 632 29A 771 350 621 26.7 771 32A 612 to � BO z 11110 7S7 130 773 661 63.1 738 65.0 650 64.1 770 56.3 640 473 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 6U 316 730 35.6 600 27.0 738 319 689 23.7 730 293 681 6n LLI m 12010 59,9 624 619 559 49.9 620 bf.2 660 428 624 44.3 S62 37.5 624 39.2 614 33.3 b2d 353 637 30.0 SN 323 S35 254 624 2T.T 619 21,4 610 24.6 509 1&T 624 221 501 ii' ?( SC Y 14410 34.7 433 35.1 400 2&4 433 290 395 24.8 433 250 390 3I.7 433 324 385 143 433 200 381 17.3 433 182 376 04 Qy N > a' Z E0 SABLE I 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: X 39 AnehorCapecityTable(Iba) �- $amziY SBBstate 2Rc tb17:rele Mccnc- "MawcMu FAWCMU Prwow MBat ANCHOR CAP.,,o,,_ {DP-)X{ }=ANCHOR CAP,,,, Sr16.Oto 114"SS lY6 5FIVEX0 t/d'SSEIC0 NIOSled 012SIod 0125104 MUWON CAP„a,,,,, AnehorCO PaKero• Mlenar7ypee 54V13coj70-D ae0" v4'17cauaracon u0rxon a7sseolmimm vCHeouardcon ( ! (196} 1063 t7SETHISFORMUI.A7OOBTAINTHE'ANCHOR p Aggrecaor UJIMM Aggn�or screw OS Suer Seaw Edtprmenca n3 1' -10 1' 24rr 3418• r 2.41? I. 2-vr r 3118' r 0.46• (Mir 0.324+ CAPACITY REQUIRED"CORRESPONDWGTOAN Emaeanmt n law• 34' taw' 14r r I-vs 1-414• 1.1/4' 1-vs I-Iw 1.414• z 138• tars ,rales ACTUAL PRESSURE REQUIREMENT FOR THE 2A11chws@479Mlm QC.7SIaMXdttO03eICa IP'I 3063 90X- 45063 800 Ms 164401s 71063 26066 354 bs 740Ra 374 ft 6641Ds 946Ms 011 Its 44206 66860 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aftbw g1.IV Mk O.C.IStM*Ed(or OlkO)WO1g 7f 48D ft Xa WA WA WA WA 380 Xs WA IIrA NIA WA WA 682ms (185106 112360 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtkoss 003'Min.O.C.I(2)215 At&C9ps/010.3) 780 MS 00Its sag bs "MM5 1998103 5406s 66066 MIA 76DIta 74813 880nx 009266 set a,s 9&9 ars 029 MTS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amb-000.50 MI.O.C,I110p.Wo.W7 ALM ft bj MIA TDA WA WA WA NIA WA MIA WA !uA NO WA tUA WA 1267 Dab CAPACITY WHICH MAY BE USED TO QUALIFY tArtnaff-:Iq(RM.5j 10566 95 Ma 72b/s 443MS X72 OE 1351es 140 Xa 77763 970183 18763 332 Xa 4730H 179It3 221 MIs 28066 ADDITIONAL ANCHOR OPTIONS FROM THE 240 b3 5Dibs NIA WA MIA 1 NIA 19000 WA WA 717.0 WA WA 311Mn 44263 560 fos ANCHOR CAPACITY TABLE. PRODUCTRBVISBD as complyiag with The F)aft FIGURE I: lding Cdo FIGURE 2• 1.250' Acleopla�No 112'0'41$..03 TABLE NOTES: Bxpi 'oaDate $D2l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ta11 Dade PmdueL Itliilll/ FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OROPENING WIDTHS ISALLOWABLE. ,``���yf Lyt+yt�f!`irf�JJ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.94" �',N.• 4iC£NS�-•.C� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, -'1 No.50705 •�� '_ IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • ` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CON FIGURE 4: FIGURE 6: FIGURE 6- FORM TO ASTM C•9D.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4, ;F '•,, BTA TE 01 1 • 6063 TS AND BE A MINIMUM OF-100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL -•-j- r!`��•'•r'LOiiICT•, ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • •r, 117417611 i', � #10&1)12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X3.94'X.62q' A.MN M1LL�RP.E. MULLION FL P.E.#68705 TABLE 120 Mullion Capacity Table Ibelfe •gngg�•y Opening Width(for17frticatty-spaming muMons)or Opening Height(br hbtizomfpspelWng mullfow) SON sola ]Oto Soh 901. 100 in 120 in 140 In Isoln y�yff754' Recla.9dar hepffilam Rmtengder Trepll a* Rectmgular Tmpmwg. R.dangdu Tmpinlalg. Rect..gAw Trap/7dmg. Redangdar 11,0111m.no R%Iangder Twntan9 RnewcOur Tmprmeng. R-laWar TWWwg. 16d}O 2X4X.28 �a99 inadrg Lw(" Lradin9 LraRng (oadtp tradng Lofttoadtrg Loeang Lradnp trading Loa®.g lnaQng l.aad0g lmd.g 4 n0 Lmdlg t4 Alum Tubemullion ;` a gg re 421n 170.0 820 170.0 435 170.0 744 170,0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.8 521 170.8 1249 170.0 521 Me 148$ 170* 52S 110.0 1735 174.0 521 170.0 t983 170.0 821 0 10 4861 170.0 708 170.0 524 170.0 850 170.0 664 110.0 902 170.0 630 1740 1133 170.0 661 170.0 1275 1700 OV 17&0 141-11170.01800 170,0 1700 1T0.0 800 1lot 1983 170.0 080 170.0 2287 170.0 080 J W SO=1. 170.0 747 170.0 603 170.0 698 170.8 631 170.0 1048 170.0 004 170.0 1196 170.0 723 170.0 1345 Wile 747 170.0 1494 170.0 756 170.0 1793 170.0 760 170.0 2092 170.0 78e 110.0 2391 170.0 756 541. 170.0 T97 170.0 612 170,0 9% 170,6 691 170.0 1516 170.0 784 170.0 1270 170.4 803 17&0 1434 170.0 837 176.0 1594 170.0 888 170.0 1913 00.0 861 AMC 2231 170.0 861 174.0 2630 1700 861 m O 601. 170.0 885 170.0 701 tMO 1063 170.0 707 170A 1240 170.0 878 170.0 1417 170,0 90 170A 1594 170.0 990 170.0 1771 170.0 1033 1700 2125 170.0 1003 170.0 2479 170.0 1053 160.0 2680 17" 1063 tri 631n 170A 930 170.0 745 170,0 1110 170,0 850 170.0 1302 170,0 940 170.0 14M 170.0 1015 170.0 1673 170.0 1078 170.0 1959 170.0[71 70.0 2231 170.0 1169 16'6.7 2553 170.0 1171 145.9 2553 1700 117t F 898 170.0 971 170.0 789 178,0 7109 flR0 003 170.0 S38i 170.0 1002 170.0 1858 f7&8 1066 17D.0 1753 170.8 1168 170.0 1918 1740100 2338 170.0 12% 161.8 2437 77&0 1258 132.9 2437 170.0 1288 7th 1740 1063 170.0 878 170.0 1275 170.0 1009 170.0 f480 170.8 7428 470.0 1700 174,0 1210 170.0 1813 f]OA 1316 170.0 2125 170.0N5.0 2184 170.0 1408 124.8 2184 170.0 1529 1092 2164 170.0 1530 Z V � 70 in 170.0 1122 170.0 037 17&0 1346 170,0 1080 170.0 1570 170.0 1208 170.0 1704 170.0 022 165.1 1980 110.0 1421 148.6 1960 170.0123.0 1960 101.6 1648 10&1 1960 AMA 1535 929 1080 152,7 1W1 � U1� �� 10 t1 170.0 1181 170.0 007 770.8 1381 1700 1118 170.4 1811 170.0 1256 170.0 1!142 1740 1369 1527 1881 170.8 5474 131.4 1W1 1611114.6 1881 147.3 1413 982 1881 139.8 1459 85.9 1881 137,6 1464 Q to s 99 to 170.0 1118 170.0 1141 1401 1390 15&0 1219 12r.8 1398 136.0 1188 111,8 1398 121.3 1179 09A 1398 110.2 1162 89.5 1398 101.674.6 1398 890 1121 63.9 1598 02.7 1105 $5.9 1340 70.9 Me z -'4j ,Q 582 147A 1228 151.6 1098 122,9 1229 121.0 1079 105.3 1228 1112 1061 82 1229 9&9 1044 81.9 1229 89.6 1020 73.7 1228 82.46!A 1748 72.2 003 627 t?29 65.9 977 46.1 1229 621 987 f08In 1036 971 105.0 877 813 871 800 862 74.0 971 77.2 849 64.7 971 6&1 837 51S 911 61.6 825 8i.$ 971 88.543.1 87148.0 786 3J0 971 440 782 324 871 400 771111. 950 919 BT.3 832 70.6 919 810 010 68.1 919 70.9 BOB 69. 19 620 704 53.0 919 60.7 704 47.7 910 51.03&7 Me 440 760 34.1 919 102 742 29.8 919 37.1 732 .1201n 78.6 708 TS.O 716 029 788 84S 705 839 793 56.0 695 47.2 786 49A 888 41.9 786 MA 677 37.7 768 40.631.6 788 34.9 853 270 780 31.0 1141 230 786 28A 831 tN 9t 43.7 548 44.2 504 384 848 37.0 406 312 548 310 49f 21.3 546 782 465 Z4.3 598 28.3 479 21.8. 610 22.9t82 INS 19.5 464 15.8 848 172 456 13.7 648 16S 448 Q AnehbrCe ecl x Table Q TABLE 12(3 ANCHOR CAPAC17Y ADJUSTMENT FORMULA: 11" Z � sdstat 27Xtxtrlpe 315k Cox. "wow OAU FfmcMu PTwwd Metal (Dpm)X(ANCHORCAP. ,,�_ANCHORGAP.,, N161 Ettr Im ss Eto Site'Eto it'SS Dto 850 Stea *12 sled OR sled `MULLION CAP,.s.�. AncharCOpPattema � 3rte'dcoURmcm vd'Etounr- uMlatml 3'iCFJcou9mcm vCEkoUnmcon A(Ig033W Unmcm Aggn:Galor Scmx(C6)Strea(G5) Scw(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR Ease astarco On) r 2-tt2' r 2-u7 3116 r 241r r 2-1t7 z 3.119• z 6.461 O.5c 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN Embednml 1-14• Sato• 1,314• "0 2• 1.114• t-ta• 1-1144 f-114' 1.114• 1.1/4• 7 tare• tare• votes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhm@4,]5'MIL O.C.I Stasaa u Meet Cip 1110162] 390 bs 390 is 450 is M05 ISM WS 27013 240185 3MM3 MIO* 374016 664Its 91sms 341 sh 442ts StM10s OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhae®2.68'MIL 0.0.1 Stmfhrd(.rOMM)C9P(no 3Y 740 is 14905 630 to 1465 Ma 1424W NIA 560 ba NIA 8951to NIA swM. WA 69218 08505 11200• CAPACITY(FROM THE TABLE)OF THE SELECTED sntchas0I.7t'Mh0.Q1Stmmm(a0se4)Ctp( 47 866666 654 1562 S946me NIA WA 70525 NA MRS NIA WA WA 1MMS f327 MS 16809u MUWON.ITWILL YIE-DAMINIMUM ANCHOR 4AmhomQS'MIL O.Q 1(2)216 M41te CMps I(Rg.57 780 Mrs T WE 1560185 1886X5 0bs 560 be Ntk160 Its 748 mf MRS 189201 682 bs Bests 1120MS CAPACITY WHICH MAY BE USED TO QUALIFY 6A.ernv�13•Mtao.arXijztSArgteOpsl(rt9% IITOMn iimtio to20m 23298 260 ti 6 ewES WA 114098 112zts 132tts 2 V)m %221ts 132tts 168Its ADDRIONALANCHOR OPTIONS FROM THE 3Arthm@I.3!'MIn.O.G.IU�IIp,Inlp.l2b'AF1m 1F474Y WA WA NA WA IIIA WA WA WA WA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE SA/x10360.6PIRR O.C.MMpjftto,i29'ANm 1FI9 al 111.8 t0A WA WA NA NA WA NA WA NIA WA W0. NIA WA 21to PRODUCE REVISED 2AMIAMQZ 8•MIL O.C7 FCep Mg., 310 M5 670108 3160n 743X5 712 to NIA 280 is NA 348 Its NIA 4409n WA 311 axi 442 R5 660 ba as complying with dW Florida SAtcfw01JrMMLO.G/F-M( .SOj 443 Los 675109 S79 Mn 9731hs NA NA 363a5 RIA milts NIA WA WA 51119 66406 84065 Building�tde�Air-OZWvs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpimli Dak /�4) FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2.000' h4i Dade ttsdatd Oo6b 111tSt.Utrl7 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `4 df� • • • • • GENERAL INSTALLATION METHODS. y�� \� .......... 11 FIGURE 5: FIGURE 6: ��1t. �CENSF-'•.FP 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. -•-;/ .. • • • • • • • • .250• 4.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SrALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 23.HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _ t; • • LOCATIONS. " OI� Ut FIGURE 7: FIGURE& FIGURES: FIGURE 10: GROUT-FILLED 7'E OF :' / ANGLE CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT FIU.ED CONCRETE BLOCK UNIT •' • • (FIGURES 588) (CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��`f FLO..... r MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125 THICK,STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"THICK(18 2'X 4'X.25'MULUON "fl'910NAV. IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LY/i�NIMIU!!!Ft,P.E. • 4. • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. FL F.E.#58705 TABLE13A - Mullion Capacity Table IbBIR' Opening Width(forlelticatiy sp9m)tg mLRions)or OP1)ntn®Hoi®{rt(fortarimltlalytparrirg mdgats) a so In BO h4 loin 60 in 001n too In 1201, 1401n 160h Rectmoular TreWRlmO Rectmlgder TmpMang. RoclanAAor Treprrdarg. Rodenwar T.Welang. Rxtmi@dar 17o7fOtang. Redangdar TmpTdong. Ratanguiar TreplTdeng, Rectangular Tmp/OianB, RedetoIu 71epm(eng. �¢ 0 2X6x26 L+eadin9 Leafing Loafing Landing i4+adrg Lwdno Lae4n8 La ft Loaft ,Lowing Loadog Losd(eH Loading Leming Wad54g Lwdnp Loaft Lwdng iS'p Alum.Tub• Mu6ion v .� 'il.. $� 14 al H 1 tS 3 0 iS c7 i°i I4 r r3 o 117 113 8 c7 c7 !°i 3 c7 t'i 113^ r7 113 (�f sc `d � d'C Zr d�K Z m a[ 421, 170.0 820 170.0 435 170.0 744 170.0478 170.0 688 170.0 SM 170.0 092 170.0 510 1700 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 1700 521 170.0 1735 170.0 627 170.0 1083 170.0 $21 d )- 481, 1T0.0 703 170.0 624 170.0 850 170.0 584 170.0 082 170.0 630 170.0 1133 170.0 861 INA 1276 170.0 077 170.0 1417 170.0 680 170.0 1700 170,0 680 7700 1883 170.0Sao 170.0 2261 170.0 call � W 50.6251n 170.0 747 170.0 583 170.0 883 170.0 671 170.0 1043 170.1) 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 1700 758 170.0 1703 170.0 758 170.0 2082 170.0 758 170.0 2301 170.0 750 (K o U) 54 In 170.0 797 170.0 612 170.0 05a 170.0 691 170.0 1118 170.0 754 170.0 7276 170.0803 170.0 1434 170.0 617 170.0 159; 170.0 856 170.0 HIM 1700 661 170.0 2231 170.0 86f 170.0 2550 170.0 861 w O 0 in O F 8o In 170.0 605 1700 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 140 770.0 044 170.0 1584 170.0 908 IT00 1771 170,0 1033 170.0 2125 1700 1003 170.0 2419 170.0 1063 170.0 2833 17.00 1061 � V J 63 In 170.0 030 170.0 745 170.0 1110 170.0 850 170.0 1302 00.0 940[170....0. 1488 170.0 1016 170.0 1873 170.0 1076 170.0 1659 170.0 1171 170.0 Mi 170.0 1109 litia 2603 170.0 t17i 170.0 2875 170.0 1171 6087 170.0 074 170.0 789 170.0 1169 170.0 064 1704 1364 1700 1002 1558 170.0 1008 170.0 1763 170.0 1155 170.0 1946 170.0 INS 1704 7338 170.0 1275 170.0 27X7 170.0 12BB 1170.0 3117 170.0 7288 Z g Se 72 in 170.05063 170.0 878 V&D 1275 170.0 1009 1700 5463 170.0 1128 1700 170.0 1228 170,0 1013 170.0 1315 tTOA 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2076 170.0 1520 170.0 3400 170.0 1530 Y$ LU 7643 170.0 1122 170.0 037 170.0 7310 1700 1080 770.0 1570 170.0 1209 1784 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1828 170.0 3140 170.0 1894 170.0 3569 170.0 1705 O_ U �^ 3 J Y 701, 170.0 1151 170.0 987 170.0 1381 170.0 itis 170.0 181! 170.0 1250 5842 170.0 1389 170.0 2072170.0 1474 170.0 2302 170.0 1664 170.0 2761 170.0 1700 170.0 3723 170.0 7777 t700 3883 170.0 1790 Q J 901n 1700 1328 1700 1144 1700 IS% 7700 t328r 1859 170.D 488 2125 170.0 1653 170.0 2381 1700 1783 170.0 2858 170.0 1818 170.0 3186 170,0 2125 158.0 3413 170.0 2273 1365 3413 170.0 2381 �901, 170.0 1417 170.0 1232 170.0 4700 170.0 1434 1003 170.0 1622 2287 170.0 1784 170.0 25M 170.0 5852 170.0 2833170.0 2005 180.0 31BD 170.0 2338 137.1 Mile 163.6 2470 120.0 3189 1561 2426 703 In 170.0 1594 170.0 1100 170.0 1813 1711.0 7817 2231 170.0 1870 2550 170.0 2078 784.8 2765 570.0 2271 U8.3 Z78f 181.9 2331 7238 2781 740.4 7187 705.0 2767 40. 82.7 2781 1160 2100 In N o tit In 170.0 tO38 170.0 1454 1700 7930 170.0 1700 2293 17'0.0 I= 770.0 2821 1700 2149 3SIA 2832 162.3 2245 118.0 2812 t45.4 7116 713.0 2632 1264 2168 870 2832 65.4 2832 1065 2088 � X1201n 170.0 1771 170.0 1598 170.0 2125 170.0 1859 2752 159.9 1981 135.1 2X52 141.4 1964 120.1 2252 1272 1836 109.1 2252 118.1 1015 301 2252 00.8 1072 772 2252 87.6 2252 81.4 1608 110X144 to t25,1 1534 125.6 1441 104.3 1564 108.1 1425 1664 01.5 f407 782 1564 80.7 IUD 865 1664 72.3 1373 BZS 1564 65.7 5358 52.1 1584 Wa 1330 44.7 1584 3B.t 1584 41.4 1283 U LV +� } TABLE 133 ANCHOR CAPACITY ADJUSTMENT FORMULA: z Anchor C3 Ity Table b6 $ ix ma zz Suh6tmts 2.71 Carwrrta 3.677 Cmc. Nc#m+'CMU I FnadCMU PF woos Metro (DP„)X{ANCHOR CAP.„,,,,,, > AnchorCOp Patt6ma =ANCHOR CAP.,,, Sfir Ebb U4'SS Eke 5118'Men 1/4.85 Elco 010 Steel 012 Stall Wined MULLION CAP•,,,®,,,^ AncM/7ypa: x13'Elco Niracan 1/4'Eke Ulaaccn Ulvecon 3118'E100 UBecon Va'Ebo Ulbacan ADWaGstor Uft=m AWe6d2r Screw{G5)Screw{GS) Slaw(657 USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Olsten On) 1• 24W 1' 2-IM Mir r 24rr t' 2-IR' r 3419' r SAM 0.5x• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmed(let 1-x4' i-314• 1.374• 1-x4• 7 t-v4• 1.174• 1-11I^ PIC 1-1/r 1.11c r 1-wir 1318" wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmMm®4.75"Min.O.Q I Standard"Oftel Clip IRS.1&2r 390 ms 38DWs 450607 6800. 1544 a. VOba 280 ft 359 Ins 7406. 374 We 684180 9402. 3010. 4421 500@5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctmm@ Alar M81.0,C.18lendenif" 6se0 Clip 3y: 780 a. 780 gra 000 lbs 17601bs 3232 lee 540®0 Winn 708 bs 1480[be 748[be 12721bs 1B921bs 682 MS 885 Me 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 0AncMm®5.71•M1,,O.Q I StMdmd(w0bel)Clip ff60,4T 1160 ft 4001bs MOM 2596185 WA WA 94Df1. WA 1065 the WA NIA WA 136300 I774i 0. 2240 ft MULLION.IT WILL YIELD AMINIMUM ANCHOR 4Aect m 0 7 Wm.O.Q/(2)9I5AF4%Clips I IRS.5XI 780100 780 be Wine 15601bs IBM Ita 540 lbs 680163 WA 760[be 748 ft 330165 18921b5 BB28. 965 be 1120 the CAPACITY WHICH MAY BE USED TO QUALIFY O Anctw.Q7 M.O.Q 1(2)205 Ar41k CIM I(Ffg.By 15600. 1560606 I 1360603 712DIi.1 37920.I Sowles il2ofbs I WA 7520 ibs 1090 bs lmotbs 37841bs 1363 bs 17700. 22401. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors 891.5^M e.O.O.1(2)265 Angle Cies I ft.7): 1660%3 2100 Ws 1440 W 3780 ft WA WA 1320 05 WA 15001be WA WA WA 204505 28M lbs 3360 0. ANCHOR CAPACITY TABLE. 4 AnchmOI.3P 614E O.C.t U474A Inta.125'Alum.ft.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143026 PRODUCT REVISED e Ambme Q0.640 MOL 0.0,I BgN.600AW Akm.(Ra.9k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 208169 os camplyhrb with the FMrid♦ I-�--2.000'`--I Building Code 2AM1.raa486`id4L O.CtF-Clip Opp.SO}: 3000. 39005 450@0 890111. SOS80. 270 Ws 2801@5 35444 746855 374 SSa Bl3 Lbs 94605 3af 0s 4420. SgO bs ACeeptp„m ry,16-�21�Ds.O t 4 Anchor I.7P Mk.O.CJ FLOP TW 117 59005 10065 50511% INS Ibs WA WA 470165 WA 533 b6 WA WA WA 6621@5 BeS ba 112006 •250' imlii ID.'lc, /f i NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES* B y FIGURE t: FIGURE 2 FIGURE 3: FIGURE 4. FIGURE& FIGURES:FIGURE 10: FIGURE 1t: Moral Praduci • • • • • • • . e• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ;;i 1........ttt! • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 1 ��:'•v;Gt=-rISQ •'.,'P �� • • . • &000" `t�:• ;i • • • * • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =1°;i Wo.58,10" 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4/L 0 i !Jt CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '•' 3 ATE OF 4 {FIGURES CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM 0680.WOOD SHALL BEPRESSURE-TREATED t 077117 EIEDUU -UPAIRS. MUS YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' r �'-USEDINTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X 3^X 2S A rL`fNl'V`(v(ILL R.P.E. THREADS BEYOND THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S,S, MULLION FL p.£.#58705 TABLEI4A Mullion Copolly 74bte Obvivi'll 91� Opening WidthQoToerticalyaparit mtMons)orOpeningHeight(lorhodzomelyspalWlgmUNons) C?I�C 6014 6D h, 70 In 001. Set. I Irk t20m 14DIn 1601. Ilded- a Rala40Wa* Traprrfto' ReclargWac Tmprnbng, Rectengldar 7tepfTfiWq' Ralang'Nar TmplTdang. Rectangular Trapmorip. Rectangular TreNmaro. ReelangWar T1apfMang. ReolaVvlsr Tmprrderg. RWerwlar TmplT4wp, 128"x2.11" toadtng Loodto t.akarp LoadSrD Loafing ioadlrg Loarpng taaa9g toa&g toadt4g Loading Loading L-W toxft Loading 3naGreg tnadtn9 leading pY p: x.126"Atom Tube Mu z ° m z 42 In 14421 523 167.0 1 428 120.2 526 1448 419 103.0 526 138.9 474 90.7 619 134.8 411 60.1 526 134,1 411 721 516 134.1 411 80.1 628 134.1 41i 51.5 526 134.1 A71 45.1 526 1341 411 4814 946 4W 10110 333 SIMS 403 94,7 375 69.0 403 80.4 620 6a4 403 6f.4 317 537 4a3 7B.t 375 46.3 40:7 78.$ 374 4Q3 403 78,8 314 34.6 403 740 314 3a2 403 788 374 JLU 511,Mln 823 362 91.0 301 6118 Sat 7113 294 511e 362 71.9 269 51.6 JR7 SF2 289 4&7-F-- BAR 284 412 382 all 283 34.3 362 63.6 2D3 29.4 3@ 635 283 257 382 83.5 283 � U) � Q'o f1) 6414 $7.8 316 74.1 267 58.6 318 eq2 281 48.6 31$ 67.7 258 424 31B 535 253 3F,7 318 50.8 250 339 318 4g.6 249 2flJ 370 49,1 248 242 318 q9,1 24B 21.2 318 49.1 248 to -79 Q C 60h 49.5 258 631 210 41.2 268 45.7 214 35.3 258 447 210 30.9 258 372 207 27.6 258 34.9 204 24.7 2% MA 203 2a8 238 W2 201 17.7 256 322 201 155 259 322 201 to N S 83 n1 427 234 450 2D0 358 234 A 195 3Q6 234 34.7 192 2&7 234 31.6 189 237 234 2DA 186 21.4 234 240 184 17.8 234 240 103 153 234 245 183 134 234 28.5 103 � (V)) e91n 37.2 213 MA 183 31.0 213 337 170 245 213 29.11 176k2-3.2W21327.0 t73 20,8 213 25.7 1I0 188 213 237 159 15.5 273 22.2 t07 US 213 226 168 11.6 2t3 220 t80 Z 0)7214 288 179 3Q5 165 239 179 258 162 20.4 178 22.5 149 147 758 779 18.7 1457eN 24.3 161 254 140 20.3 161 21.6 137 17.4 181 19.0135 133 7814 226 152 23.5 133 ifl8 152 199 137 141 1S2 17.5 728 Q u,r rc� � N r- V TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 4 N O Anchor Cspec Table Obs) Q Z ANCHORCAP.,,o,,,,,` F- XOG7 SubsUato: 2.7k Corxtc{D 3.Sk COW. 1M1654wCMU FEedCMU I'Mood Metal (DP,,,,)X( S=ANCHOR CAP.,,, f!1 Arktmr Type y18•Eko UlUaem 7fM Oco UOrxaM1 S/is Eko yt6•EkoUNacan 1f4'Eko Ullman 1I4'SS Eko 6716'Eko 1f4'SS Eko�Izltlr sled 912 Steal MULLION C.+LP."o,,,,,, AnahorCli p Pattems LMo4 At1lioGvar Ntmcm AQWOGatof snow(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR LU X X yy' Edge 08tarc0@0 r 24? 1' a7r2 a-va. v ave' i• ate' z 3-v6• ? 0.324' CAPACITY REOUIRED•CORRESPONDING TO AN � to FmbmOW lana' torr fare safr 2 1.1m 1-v4• t-V4• 1-V4. 1•1m. 1-v4• 7 79fes ACTUAL PRESSURE REQUIREMENT FOR THE U N ,a �t 4Mtlon 493.OtIn.o.c.r 64?2x5Argle Ck/af�lg.77 780163 TBO Les 660169 795D D5 milts 540®s 560 b6 "FA 7FD ms 740 ma e6ot6a te921bn 6Bz grs $96 as 1430r, OPENING,WHEN IT IS LOWER THAN THE MULUON CAPACITY(FROM THE TABLE)OF THE SELECTED d Z�,� MULLION.IT WILL YIELDA MINIMUM ANCHOR g a 99 CAPACITY WHICH MAY BE USED TO QUALIFY ..3 •� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, I-•+-7.286'-'- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ii -ScouCC REVISED es complying with filo nndda 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. Building Codd FIGURE 1: A4aplanceNp i�o•f.7'l1,(3..ti 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1O°1f°r' QO Z 0 -1 F 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2118IL- By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade ANGLE CLIP MUST BE USED IN PAIRS. 125, 11 t 111 ift 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CM.WOOD SHALL BE PRESSURE-TREATED `���iOtC( Yl...-�f/1( YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' •',��GONSg F'P THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045`THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT 1.20'X 2.11'X.125•MULLION •: Y� •,`t" LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =y; NG•58705 THE MATERIAL.010 8#12 ANCHORS INTO WOOD MAY BE STEEL.1"S.S.OR 410 S.S. qq a rr� A.LY(f(JIBfIILLK P.E. F7.P.E.#58705 TABLE15A MDIOonCa so Tabic 1bam? Oponinp Width(for val9cay,sparrirg mUGom)arC1ponlnp H61pht(for horaonaYyspamirg mldmre) 5010 coin 701n 601n 8o to 100rn 12091 T40L1 1601a Reetan0aer I TraplRW4 ReoWpder TreptrftV' Raotmww taovfty- Redangdor 7taplTd-m RMtanoder Tv"Ana Recmnom Repfntang- Rectanpder Tre}YlHang. Ret-VAN Twmang. Rftimawar Tlapn6ang. 4 3.26"30 to0ft Lwdng Lcmdng Loadna Loaft Loadn9 Loadna L"ft FLoadnO Lowing Loadn9 Loadne Loft Lok" Laadng taadng 10mtnp 14adng oY DEG.AL _ a _ A x ^ hi�_ > cBAYMULL tp1 ' $ 0. a S� 8� � � g � 6. $� G �" E. B. N �. 6 5 5 5 6 � 6� 6 - 6 fi k fi m 191 11 n if g � z < 42h 170.0 620 170.0 433 170.0 744 170.0 476 1704 068 170.0 608 170,0 992 170.0 519 170.0 1116 170.0 521 170.0 1210 170.0 521 1700 1466 170.0 621 170.0 173$ 170.0 621 149.1 1740 170.0 5tl -j W 4e In 170.0 708 170.0 624 170.0 650 170.0 604 170.0 092 170.0 030 170.0 1133 170.0 661 17CO 1275 170.0 677 170.0 1417 170.0 860 t52.2 1522 170.0 680 130.5 1622 170.0 c80 4142 1522 170.0 age _ 50.6261n 170.8 147 570.0 583 170.0 806 170.0 631 170.0 1048 170.0 BUM IMA 1193 170.0 723 170.0 1345 170,8 747 1642 1443 170.0 758 t3BA 1443 170.0 756 117.3 1443 570.0 756 1028 1443 170.0 750 v O UJ 64 to 170.0 787 1700 612 110.0 858 170.0 891 170.0 1118 470,0 7a4 170.0 1276 170,0 803 160.4 1353 170.0 037 144.3 1353 170.0 660 120.3 1353 170.0 061 103.1 1353 170.0 681 902 1357 170.0 081 OD M F 60N 170.0 681 170.0 701 1700 1083 170.0 787 167.0 1210 170.0 676 146.1 1216 110.0 944 129,9 1218 159.0 MO 110.9 1210 15Zt 624 97.4 1216 146.1 913 63.5 t2t8 148.1 913 73.1 1218 148.1 913 U BD J 63 rn 170.0 MO 170.0 745 1700 1110 170.0 650 5602 1150 160.8 033 131.4 1160 153.0 914 116,0 1560 1449 896 t05.1 1150 134.2 865 87.6 1150 126.7 Bit 76.1 1150 1282 870 65.7 1160 1282 070 � LUIL Gain 170.0 974 570.0 789 1524 1048 16" Bel 130.0 1048 146.6 864 114.3 1018 133.1 M4 101.0 1018 523.4 039 01.4 1046 148.8 830 782 1018 109.4 a21 653 1045 1002 610 57.1 1048 1062 610 Z (1)g m 721n 1405 800 147.9 764 117A 080 12MO 740 100.6 860 110.8 734 080 900 100.0 722 76.2 600 62.0 712 TOA 880 682 703 60.7 am 19.2 693 60.3 880 76.5 686 44.0 680 75A 688 II.I S78 to 118.7 700 125.1 6'90 99.0 780 108.4 078 851 790 83.3 604 74.6 790 639 852 66.6 780 769 843 59.8 780 Ti.T 533 489 790 85.1 824 420 790 821 818 37.4 790 81.$ 617 J R z 701, 110.6 750 115.5 637 82.3 760 96.1 644 70.1 750 05.9 632 692 750 T7.1 621 61.6 750 70.6 012 65.4 750 65.7 605 40.2 750 594 $94 39.0 750 502 688 34A 750 556 588 (•- Q `� ``- Q 01 som 721 663 74A WD 60.1 663 829 491 61.6 683 64.8 483 45.1 563 48.0 475 40.1 503 44A 488 36.1 563 40.8 482 300 683 362 462 25.8 683 33.3 445 225 603 31.0 442 Q ca Z LV .(? 081. 3818 495 Bf.t 443 49.5 495 6L$ 435 424 495 4418 427 37.1 495 3818 425 339 495 30.1 415 29.7 485 332 409 24.8 495 28.1 400 21.2 4SS 20.8 304 18.6 445 7618 380 LU i0oln 41.7 391 428 353 34.tl 391 35.9 316 2'OA 381 31.1 312 28.1 381 27.0 337 232 391 24.9 333 20.9 301 220 328 174 391 19,7 321 14.9 391 17.8 315 W � � 11110 304 370 382 735 320 370 33.0 304 275 370 2818 325 2118 370 25.3 320 21.4 370 ?28 318 19.2 370 20.9 312 580 370 56.1 305 W UJ 520 hs 304 317 30.9 289 25.3 SS7 2&0 284 25.7 317 221 200 19.0 317 146 276 16.9 317 l7.9 273 "y 1441n ETA 224 17.8 2031-1 T- 0- �rW^a �x as•" TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: a e Anchor Cs bi Toblo ba P. s 8ubaVele: 2.7N Concrt9e 35k Com. NaHalt..CMU Men CMU PT WSOd Male) (D m,)X AP. ,,",,,,,,. tANCHORCA )=ANCHOR CAP.,,,, 5t16'Eko 114'85 Efco 5/WEka 114•SSEI. OtOSteel 0125ted 012 Bled MULLION C Andar7ype 37t6'EttotOtracon 1H'1:ko(iaacm uIlman 3tt8'EkatBttacon 1N•L'kat0aacm A09ro0eIw U9mcan AwreGstm screw 105)Screw(CS) saw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR Anchor COp Pattern* Edpa ashore 607 11 2-112' 1• 2-x2• 3.116° 1• 2.117 /• 2-irr 2- 3-ue° 2• 0.48• 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embe*nwl p.: 1x14' 1,V4. ta14• 1.3x4' r 1.1M VIA' 1414• 1-1/4• 1.114• 1.1/4' r to/a• tare• %c&4 ACTUAL PRESSURE REQUIREMENT FOR THE 2ABctaa@Wff L0.Q/R)2t5a+pto a"7(Fq.1k 390 rob 39060 4501. 890110 1700165 2706. 280710 3546. 7406. 374166 1201bs 94660 341 W. 442 lbs 560 Ise OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aochm @ 3.5.690.o.a/P2)2X5AT4"LYP0100.27 780Ibs 7609.. 700 an 1670 ft 252566 x(o 6s se0 ros wa tt?fl Im 74a 6a 96oi6a 1.92110 682 0. 665 rya now CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchm a Z711 No.O.C.I M2t5Ar4a COPS/(FID.31: 112D16a 11201ba 958110 2246fo. 2254- WA 81016. Wq 1059(6S wA 132pf6s wA 102266 132766 166060 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: 03 camptyin6 with Otn Fla" TABLE NOTES: BWlding Code Accapl�ca Ila 16'o2t$,p'3 • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pi4M Dada ?1►ZI SFE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M1 Dada l'loduq 1 11 cj 7 3)LES TO AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT IONSDIMENSIONS.N SEE SHEETS 21-23. .725' i L f d a EA HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �, ti`�,���.•F�•;5�,•I�F��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. „ti •JC 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUr-FILLED 3.2`'i0° p�0.5p705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED „ -�_ �. f d YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126° G� `G f0. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1845"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND 1830.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THR30°BAY MULLION EADS BEYOND '• MATE f Of i 5_...-.JI THE MATERIAL.#10&1112 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S.OR 410 S.S. ,'•..FL0121D�:•`�G�. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.L1iNN M(L'ER,P.E. FL P.E.#58705 TABLE i6A Mullion Capacity Table bank' T Opening Width(for tertl9ally spturing mUfiolls)or Oponin0 Holpht(tor hodwr ta"perrirg mWorls) 2S so In 60 in min 6010 Igo In 100h 12D In HO In Main Roctwv tar Ttser!"8119. Roctangukt Ttaptrdang. R4Uangda Trognu tg. Rect4oadu I Twndang. Recturpdar Tia Moog. RectenDWer Trep7Tdat0. Rmtwwdu TralYTdmg. Recte000f Treplhlang. RectongW r lowump. Fp 3.26"45 Looft ZZ-9 Losing toeing Losing Lodit Losing Lasing Losing Losing Losing L.oedhg using L-410 Losing Losing Lasing !wing Lai DEG-AL 2 a 2s T7 a ;3s a v 2 a a a bw BAY MULLto CIA 1 ug z42 In I 170.0 020 1170.0 435 1170,0 744 170.0 478 170.0 889 170.0 SOO 170.0 ON 1709 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170-0117351110.0 521 180.3 1871 170.0 521 LU 40 In 170.0 705 1700 WA 170.0 850 170.0 554 170A 092 170.0 We I'm 1133 170.0 ass 270.0 1275 170.0 an 170,0 w7 170.0 680 183.7 1837 170.0 680 140.3 1837 170.0 850 1725 1837 170.0 850 j 50.625In 179.0 747 170.0 503 170.0 age 170.0 631 170.0 1018 170.0 684 170.0 1195 1700 723 170.0 1345 170A 147 1109 1404 1700 758 147.1 1552 1700 756 128.5 1552 7709 758 1404 1552 270.0 758 0.'¢ �o 54W (70.0 707 170.0 012 MA 058 170.0 ON 170.0 SIN 170.0 754 i70.0 1275 170.0 OD3 170.0 1434 170.0 837 155.2 1455 170.0 858 129.3 1455 170.0 581 110.8 1455 170.0 861 07.0 1455 17MO 884 m O � 8 00 8010 170.0 ON 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 157.1 1300 170.0 844 130.7 1308 170.0 0B0 125.7 1308 163.6 894 504,8 1309 7571 Bet $9.8 1309 157.1 982 78.6 1300 157.1 082 F=- J Bah 170.0 00 170.0 745 170.0 1118 170.0 050 1029 1247 170.0 ef0 242.5 1247 164-5 083 126.7 1247 1528 965 114.0 1247 144.3 952 O X 1247 138.2 838 81.4 1247 135.7 935 71.3 1247 135.7 05 � W J 68 to 170.0 074 170,0 789 170,0 1100 170.0 903 148.0 1100 103.7 $65 129.8 1108 147.0 815 11SA 1190 IWO 028 1039 1100 126.4 814 88.0 1100 110.5 698 742 1190 118.1 $23 64,0 1180 110.1 803 Z c)$ maa � 7210 181.8 1010 169.8 677 134.7 1018 14/9 858 115.4 1010 127.7 842 401.0 1010 114.7 828 89.8 1070 105.8 817 80.0 1020 084 867 8'73 1010 009 795 57,7 t010 87.0 780 50-5 1010 57.7 780 78h 137.0 809 1439 792 114.6 985 122.0 775 98.1 098 107.1 761 Bib 808 $62 740 76.3 908 082 Tag 08.7 006 823 720 57.3 806 74.7 718 49.1 906 71.2 710 420 908 709 708 J 2 7$b 127.1 881 1325 7% 105.9 $61 1125 736 00.8 081 88.0 725 16W4 OILS 713 70.6 861 51.0 703 63.8 961 75.4 694 53.0 eat 68.1 681 45.4 881 64.5 675 39.7 561 63.7 872 Ooh 827 O/O a5.4 574 68.9 616 721 6" 59.1 NO O28 5% $ 8.7 545 40.0 046 50.9 537 4tA 818 470 530 34.5 648 4t.5 510 20,5 hie 38,2 Sit 259 840 305 507 ¢ Onto 68.2 568 76.1 605 Me See 59.1 490 407 we 51A 491 45,8 403 37.9 566 41A 470 34.1 568 341 470 28.4 SO 33A 459 243 598 30.5 452 21.3 588 26.7 447 � W� $O�� 10644 47.D MB 48.9 105 390 440 41.2 308 34.2 448 35.7 393 31.7 387 208 440 2$.e 3B2 23,9 MB 241 377 20.0 410 22.7 308 17.1 440 209 307 15.0 449 140 356 rA 21151 44.1 425 45.0 385 38,8 425 374 379' 31.5 425 32.8 373 20.4 367 24.6 425 202 362 224 425 24,0 358 18A 425 207 %0 ISA 425 18.0 343 D' 0 Y. 120h 319 364 35.5 331 29.1 384 29,6 320 244 364 25.0 a2S 22$ 317 18.4 304 2115 313 175 364 147 309 14410 20z 253 20.4 233 tO.B 253 17.1 28'9 Q z O O TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCe act Table ba ANCHORCAP.,,,,,, 'a soxtmte: 27k Cammia 35k Caro. Rarowcmu FEW cmu PTWdod Mems (DP_)Xt }=ANCHOR CAP.,,,. 511TEko v4•ssEta 57f8'Elca u4•Sstxo g108tee1 alzsfeal Oizstad MULUONCAP.,„,- AnchOrClIpPattem0 AnadaTrpa: 3716•EicaUdaaon iJa'Flco utCatat Macon 37t6•Ekot2tracai� 174•Eko Qamws 41ssetor WIVE A gotaGafa3 Screw(G5)8aaw(GSy saew 4057 USE THiS FORMULA TO OBTAIN THE ANCHOR Edp obtaraoth} t• 8'472• t• atrz• 3-ire• t• 2-f7r t• 2•1m 2• 3.118' T OAA 0.. 0.8'28'• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Un), t-311• Lata• 1344• t3N• r mic t-11c t-u4• I 5.174• t-174• 1 4• 2• 48'18' t 318• varks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclarc 445.590O.C,r(2)W tole COm ITIO.0 WO ft 8'80M 8'50 Ws 890 an iToolba 270Itm 20o ICs SS1Ibs 740M 374 Las 7201w 946 Rs 311 Ws 4421bs bsO Ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchas 03S•59s.O.Q 7R)235Anp4 Clips I ft 4 780 On 786bs 790Ws 1870 es 2525W3 510 ms 566 ms wA SM120Wd 746 Les BBOIDs 16941Cs b62 Ws BBS Its it241bs CAPACITY(FROM THE TABLE)OF THE SELECTED B AtxLard 0 271•MIn O.Q 7(21295 Angle C90379N.31 1120W3 10011s Mtn 2240 W3 2254 DA WA 870 W3 WA foss tad wA 1320168' WA 141!4 Ws t327Ida 16901ba MULLION.IT WILL YIELD AMIN[MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PRODUCT REVISED FIGURE 1: m tmnplying with am Florida TABLE NOTES: Ilattding Cock Alwr4 co NO)150.02)8-4>,^,3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex inulm Date x,21 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. B Y FiGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M� Product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���i ...... /1/i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& .125" 45• �� .�� ••••-.)//� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. �� \\�'.•''• 41(iENS,c •. F: 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPEGIF4CATIONS.HOLLOW AND GROUT•FILLED 3.250• NO 5�"08' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL.BE PRESSURE-TREATED + • • * YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.12W _ ;/]• Ly= THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THiCK(18 GAUGE).STRUCTURAL STEEL TO BE AT y(_ f)j 7t j LEAST.125'THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT(FAST 3 SCREW THREADS BEYOND 45°BAY :'Ci $ l lel II��J THE MATERIAL#10&#i2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. MULLION Ct STnT' X-�*.••Puxlxvl,`"SCJ• ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. '.• �['yt ��' A..�L YN(M1y 12W�.E. FL P.E.#58705 1.000r 1.000• I 1.000- i.00T .126" 2-7 5V 2*7WOW" 3.125' .125" &IW .125' 125' 2.000' 2.000`1 -12S* ZIIV C4 .26V fl to 125' 376' 650 125* U) UZ I a z L t I, t - t a_ t -900' T 2 -T -T -T T I"X Z X.126'MULLION I"X 2*X.375'MULLION 1*X2.75*X.376"MUUL1ON 1"X 2.75'X.650`MULLION I"X 3.125"X.5"MULLION 1.25'X 3.188-X.265'MULLION 1.28'X 2.11'X.125'MULLION :3 3: SMST6ALUK 600-IGALUK 6063.78 ALUM. 6063-T6 ALUM. 6083-T6 ALUM, 8063-T6 ALUM. 6063-T6 ALUM. 2 w co X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION < -Ij Y,SECTION X-SECTION w co 0 on z a Z) 0if g M I-- Hon, TABLE A z STANDARD CLIP Z) w For Mul X2-X Aluminum I 2X5ANGLECUP ffA z 606-T66 -T6 ALUI 6003-T6 ALUM. Dimension Valuo(1n) For Muillon, 2.000' -SO2.126' U-CLIP 2.000" A I .825 I T 111 U� I Tabs 0(163-TO ALUM. I!L X-SECTION 125* X-SECTION 125' a 2-69 1'X2' Aluminum C 0.895 Tube Mullion 0 0.740 ZZ z co .7,40" A 1.125 1"X2X.37V zjj ZI I i-1 6.500, GUTHERETO -. B 2.404 Aluminum S2 .376' &12V CREATE F-CLIP,sEE .376* 6.090' c 0*635 TUbe Mulgon r- MIN. �MIN MIN, DErALFSHEET4 --,37; D 0.490 0 0 338"MIN. A CL i! z Kv) w r--------I r--------i --------- 1.875 io L I A A U-CUP -------- B 3.000 V X2.75 X ------ J 6063-T6 ALUM. 7-------- ---------- TOPVIEW 2X5 ANGLE CLIP C 0.767 .375Aluminum 7 t 606346 ALUM. D 1.118 Tube Mullion STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. ZD=KED BOUNDARY.SEE SHEETS 547 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPMEW Z CENTER OF ANCHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR A 1-312 VX2,75-X I' ..7 MUST CENTER THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+IIIT. . . DASHED SHEETS 5-117 FOR THE ANCHOR O.C. WITHIN THE DASHM 8 3.001) .65W DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0,476 AlurnInurn DIAMETER;ANCHOR DIAMETER#111T. SHFETSS-17FORTHE ANCHOR D.C. TABLE 8 D 0.86 Tube Mullion DISTANCE-MAXIMUM PGT patt# A 2,000 ANCHOR HOLE Mull Dimension(shoot#) 11'X3.125'X -096DUCTREVISW .375' IAMF HOR Mulilon Std.Clip oftt Clip u-Clip Anglo Clip .600'Alum Buildi-S Cod. TER:AND a 2.637 m mmplying wilh 4w Ebft .375! MIN. DIAMETER 11161. MIN. I"XT X.125°(5) 66605 666113M 6661116M 666243M -666-SI I M C O.W3 TUW Mun Acmpt=mbb tra-07is .03 D 1.137 �Pkmll Date q021 ---- -------i------------ ------ ----------- i-XTX.3791(6) 61360W 666114M 66611119M 6662,44M 666512M 2625 A By 1"%275"X.375(7} 66607 666115M 66611 X3.18W 20M 666245M 6somm B 3,262 rvfi Dft PM" I"XZ75'X ZW1 66W8 668116M 6661121M 666246M 6661514M C 0.662 X.285*Alum 1 8 7285 -------- D I 1"X3.l2S'X.5W'(9) 66637M 0 1.762 6661`1165M 6661114M 666242M 1 666515M X.265(12) 66641M 666111 6661113M 668518M1.813 111.26-X2.11- \"eHS6 666241M .121'Alum 1.28rX2,11'XA25(i8) 69370 WA WA WA 666517w Tube Mull 14,56705 OFFSET CLIP NOTES: AIR; 6063-T6 ALUM. , (L Ld Z- 1.11Z TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Gh/EN ON THIS SHEET. "'AcOl, I,, 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE PLOBVD LOCATIONS&ANCHOR O.C.DISTANCE. ....... 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. FL REN SS705 ,063' .386' .740' .06T .125" .062r* .438" 4.000* 4.000" 4.00(r .126'STANDARD CLIP 2,625" 2 6063.76ALUM. 2-126' .12S' X-SECTION 17 2.000* 2X5 ANGLE CUP Eel .:ANG1 'T., X�SECT I 611*�TNLUM. 6063-TO ALUM. r12W X-SECTION .1126' .1 X-SECTION .126' tV A 00 N r 12V z 0 .125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 1-U .376' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR D.C.DISTANCE MAXIMUM ANCHOR-\ bj q-T HOLE DIAMETER:ANCHOR 04AMETER 1114r. C3 a 1 4�XA2v I*X 14r'X�311 1. X.376" 5.500" IJU V) B MULLION MULLION 'r-MULLION QQ z a 6063-TB ALUM. 6003-T6 ALUM, 6063-TOALUM. CUTHEMTO (0 X-SECTION X-SECTION X-SECTION -375' CREATEF-CUP.SEE -.76. iR 9 MIN. -0ETAlLF.SHEEr4 MIN. U) 1.250, 2 z "375" z Lli T CENTEROF r---- 4.37W M M I Z MUST LIE WITHIN ;� L L 1.260*- 1.250 ANCHOR HOLE MIN. THE DASHED :3 BOUNDARY.SEE 1,210' ---------- 2.876- z SHEETS 5-20 FOR 0 1y O Z ANCHOR D.C. Z ueo 3.94' DISTANCE. < 0 MAXIMUM z &25W 325W ANCHOR HOLE W g .100" DLWETER: Ir -j AOT Ago" L ------ ------- ANCHOR I..! -i I DIAMETER 1116'. ---------------- - 1 -2 1 0 Jow t 2X5 ECLIP .624' STANDARD CLIP U-CUP 6063-T6 ALUM" L 6063-76ALUU 6083-TOALUK TOPV EW ---1 20*1-- --1•�820*1-- --1.8m I'- Z=-NI-ANCHOR HOLE MUST LIE E DASHED BOUNDARY.SEE TOPV[EW TOPYIEW 1"X3.25X.100* 12S 325*X.624" 11.26*X3.04X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE. MAXIMUM ANCHOR HOLE 131menlIcift Valli*(in)For MUII(Q-ry Dimension Value(1n)For Mullion; GOMT5ALUM. 600545 ALUM 6005-T6ALUK DIAMETER:ANCHOR DIAMETFR 11161. 3.607 F 1.939-=2S'X3.W X-SECTION X-SECTION X-SECTION - G 1.01XI .12,7 G 0.500 X AM" 3.469' H Z680 Aluminum, -N -T4-38 Aluminum .126" .375" 1 3.01X) Tube Mullion 1 3.250 lbbe Mullion MIN. 376" F 1187 rxlrx F i - G 0.757 .375p G 1.125 X.ow ---- --- ------- --T H Alumlnurn H ILS00 Aluminum I I 1 3.000 Tube a,r -1 32SO Tube Mullion cOmPlying with the Fie" 250 .2,TX3.W F 2.813-30- Men BuitdingCo'le F i ?0=750 X.10(y AccepMu.Ne .1261 45*Be Mu[I .03 W 45* 2.25W piw..di Date 30' 1 1 &25D I Tube Mealon Bay 5*BAY MULLION 3.2 TABLED 30'SAY MULLION 6063-TBALUK I--------- mull trimemlian PGTP&tt# X-SECTION 011441clip U-Clip Angle Cup 608346 ALUM. I X-SECTION (sheet#) -M Mullion Fs-W.clip ETFR-7CHDR 'N V&lZo' 125D .'Q ON 'K -60'4-iM W65jeM' OFFSET CUP 1'X4X.125(I0) 69384 6861111M 6NI122M \"ENSP T X .125-- 6083-T6ALUM. I'X 4-X.�376'(ll) 66610 666112M 601123M iRjaj 6WSI.M 4 X.376"7" ." -r('l) X'--X to-(13) X3.26'X.111'(14) X,__X (,S) .228W"-1 .2m �-.08.-4 TOPMEW 11 XV X.379 (11) 66653 6691112M 6MI123M-igN-2M -c.: Ho. NOTES. 666519M tt l.2WX3.WX.j0V(Jij 2DIeO 6WI127M 6MI124M 6WA10M 6MI-15-Ml 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 'X3.WX.624'(14) 20161 6MIJ20M 668IJ26M 6W2411M All�!pt'k 1.25 6665116MTV I-2S'X 104-X.624-(16) 2DI62 6WIl 17M 6681128M 66824im -20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 866,19 WA WA WA 6665110M 2)SEE SHEETS 6 iM, 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. In 66854 1 WA WA NIA FFBIEE a � PGT Parti! � � OR I Mullion Std.Clip U-Cilp Angle Clip f+ •125• I -j t-.125' --i t•-,125' � � 66602 666261M 666271M 6665112MF. 66604 666282M 666272M 8665113M 6063-TSTANDALUM. I U-0UP I zX63-T6A UM. o 2.000' I 6p6SECTI N 2 125, I 60-SECTION 6083-ECTION. LD oY Le XSECTION XSECTION 2000' XSECTION NOTES: I 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125 1 •125' .125' CV 8 m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T ON 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1.490'--I HOLE LOCATIONS. 1.490' '-"I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ir 6.500' CUTHERETO 5.000' 375' W O o� O 3.500'�''� CREATE F-CUP. m z C) f" 2.000' .376' t 1_SEE DETAIL F. .375 4 .375' �_-MIN. ZO c J MW. r SHEET4 MIN. -- -- --------- Z r-------- --------------- f------------ l Z W$ m 1 I I 1 Q J ate-• r 4.000' � -I-- --- --1- 3.438' @ + 3.438' O Q al p 250' YX4'X.2W I m MULLION I I LA 3.438' I I Z Z i1 c6063T8 ALUM. j I j jLn XSECTION I I I 1 .375 (no ----------------------- MIN. W O _- ----- ---- O_ J Y j � to L- STANDARD CLIP 2X6 ANGLE CUP O 2 Q UCLIP,6063-TB ALUM. Q• Z Q O CENTER OF ANCHOR HOLE MUST L� 606&TB ALUML SEO FOR Y X 4'MU UON.SHEET 16 CENTER OF ANCHOR HOLE MUST SE 8pTCPVI W D.2 ,�fA (p .250° WRHINTHEDASHEDBOUNDARY.SEE TOPVIEW TOPMEyy, WITHIN THE DASHED BOUNDARY.SEE TOPVIEW mO�O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE $ �d� DIAMETER:ANCHOR DIAMETER*1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-20 FOR THEANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER a 1116'. 5.�, .375 3.500' -I CREATEF-CUP, .375' I SEEOETAILF, .376' MIN. Q r-SHEET4 MIN. MIN. .375' r----- -- ------ --------, -- -- r---------------------T I I 1 I I I 1 1 1 I { I I 1 I nt?OUCT REVISED I I I as complying with the Florida I I I I BniIptmwAe(6-021$.03 , I I I I Aucplm�ce No 1 i i -ration Dd. goo) I I I I I By _I-- -1- 4.688' t ¢ +--------I Mian ►roQud'. 25D' 8.000" rC 1 _t-- - ) 5.438' 1 j I i 5.438' I 6.438' j 2'X 6'X25' I I I I \ P�•..•'yyCENSE•':�'P MULLION i I I 1 No.58705 = 'is 8083-T8 ALUM 1 I I 375' - w XSECTION I I I I 1 -' 1 I L------------ ---� MW. %CCC• �ZORIOP;.•'•�`T�, STANDARD CLIP U-CLIP 2X5 ANGLE CLIP .260' 6083-T8 ALUM. 6063-T6 ALUM. 6083-TB ALUM. '�.;S�Of�IFy1- TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW � TOPVIEW A.LYk IS MUER,P.E. FL P.E.0 68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114•,THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0m.0 PSF. _ NO ANCHORS M 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 Aga u; -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A,SHEET 7,THE VX 2.75•X.375'MULLION(LENGTH a 72°,OPENING WIDTH=70"MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD FPDETAILS. NOT BE SUITABLE FOR THIS APPLICATION. ) � " PRODUCTS SFfrETS � APPROVAL 2-3 o �. FROM TABLE 4A,SHEET B.THE VX 2.75'X.650'MULLION(LENGTH=72°,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE tz OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION V LENGTH � SHEETS 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)#12 ANCHORS AND THE 2X5 C4 � ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL. Z N SEE OETNts, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTSO,WILL .3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE W 2INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Lo 0) SN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH ANCHOR CAPACITY OF 636 LBS,ALTERNATIVELY. LtJ o O NOANCHOR8 W Wwnow SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF: m C) )" 32' 32' 11-MULL TM (6O PSF)Xt ON LBS\a 524.91.08 (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) PENING WIDTH 72.7 PSF/ z � 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 REQUIRESA ? .(�'jj DESIGN PRESSURE OF+50.01-55.0 PSF. J Z FOR THE VERTICAL MULLION: r g o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1•=105•AND THE OPENING WIDTH i5-36"+36'+1'a73'.REFERENCING SHEET 25, zQ Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL Ab EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0655A PSF.4F THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J MULLVA FROM TABLE 3A,SHEET 7,THE 1'X2.75"X.375°MU WON(LENGTH a 108',OPENING WIDTH=On MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-I&I PSF _II� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4•X.250•MULLION(LENGTH a 188',OPENING WIDTH=807 HAS ADESIGN PRESSURE OF 0-64-7 PSF WHICH EXCEEDS THE REQUIREMENTS Q QQ TAV TS o SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �,�, Z�O� SEE _ 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN T14AT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2"=74•,NOT73'AS PREVIOUSLY goa PRODUCASSUMED_VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.117+35-112-+2'=737. j r 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL1 L L CONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTA}N THE FASTENERS EDGE DISTANCE. MULLION SEE -%.�_SEE USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.117 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS, DETAILE, THEREFORE SUITABIE,FOR THE REQUIRED ANCHOR CAPACITY OF971LBS. 8 OPENING SHEETS 2.3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A T X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER NO lItZMi 72• r� /� MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=1061.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL TRIANGULAR LOADING MAY BE m CB1"PtTvilhMe Roft USED.FROM TABLE 12A.SHEET 16,THE 2-X 4°X 250•MULUON(Q LENGTH=42,OPENING HEIGHT=1207 HAS ADESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Min �R )�o•o2a•�.c�,3 REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ,pimtltm I, SEE 4A2( DETAILS• 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE O' By SFIEETs WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH M'inm Dade rmduct' 2s (4)3/16°ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED %i t L I l t 1 ANCHOR CAPACITY OF 521 LBS. \ r ``�� d�WY WYMiY Mfjt riri 30',HORIZ r 36',HORIZ ` �WCEIJS�••. �j1 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-CUP SHOWS THE ANCHOR '.��.' L"OPENING ULIGTNULLLENGTHCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. W 14o.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION; fo•:12-y +1-170.0 PSF FROM THE 3GHORIZONTAL MUWONATTACHING TOCMU; -,-ti} .(/C rU� +6170.0 PSF FROM THE 36°HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). •'._ S'A7ED, 4" THE LOWEST DESIGN PRESSURE IS+1-O4.7PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "�'�`.'•,,FLORtOp VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MU WONS OR FENESTRATION rrrS`5/Q(VnLCi�` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN LYIGN MILL♦t ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS To MULLION. A. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: I PW PW d8 PW - - I Y I — N LL /T- - - I SHIOH SHIDH SHIDH SHIDH I PW Z SNm PW I 4 4 ' 4 4 _ W / / J 1 1 _ OO / W O$ O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m co ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / / HINGED J I DOOR SPO z 1 LOADING OF VERTICAL MULLION U) I PW LU 91 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a r �• PW I Z Q rn o / a z PW PW PW N § C$� I 8 w z SH/DH SHIOH S^� 4 /IS /SHIDH i EL$-I z�N O SHIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I pyy PW HR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P JR I NOTES: :•ItGDUCT REVISED PW _ PW j vs wmplyuta with Y,e Florida 1 1)DRAWINGS ARE Rwlding Code RERESENTATIONS OF TYPICAL AccelNupoc jPW CONFIGURATIONS. E ireii Date ) I PW' CONFIGURATIONS NOT SHOWN D MAY BE EXTRAPOLATED FROM Minm' lroduu I THOSE SHOWN.2)IF THE LOADING TYPE CANNOT ", �.( LYNN I BE DETERMINED,USE ;��.�,rr�. • PW RECTANGULAR LOADING. tea`:• -,cEIaSE'•.•-Q PW 1 /Pw 3)SEE PRODUCTS'APPROVAL FOR i'i No.5870.` - - - j ACTUAL ANCHOR LOCATIONS. - _r LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 Gjre, PANEL OF HINGED DOOR I5 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I "v•'�' I I J 1 1 it SGD �•'•, STr YL-OF 1 LOADING OF HORIZONTAL ''z U" II t LOADING OFVERTICAL A.&N('AI,Lk�Ri•d•E. MULLION MULLION FL P.E.#58705