Loading...
HomeMy WebLinkAboutProduct Approval PO#:laforge Sales Order Acknowledgement res "Los 11 Job Name laforge res option 2 Florida Customer Contact: aa �T,�: a neei�n, 877-342-1183. Job Address: Fax 800-477-3655 Outside of Florida Customer Contact: SO#:146001 866-748-6444 Fax 866-748-6411 •:Ship Date:05/25/2016 International Customer Contact: _. 866-748-6444 Ordered By.jeff burke www.pgtm ustnes.com Fax 941-480-2754 ;Tape#: Bill To Ship To 011140 A01340 MARATHON CONSTRUCTION MARATHON CONSTRUCTION 1618 SE VILLAGE GREEN DRIVE SUITE 6 011140 1618 SE VILLAGE GREEN DRIVE SUITE 6 -1 PORT ST LUCIE,FL 34952-3465 PORT ST LUCIE,FL 34952-3465 Phone# Fax# Ship Via:PGT WEDNESDAY ONLY Phone# Fax# Line# Item Description ;Quantity Line Pricing 0001 (1.00) �AR5520 VINYL ARCHITECTURAL 5520 ;Ordered: Cost Price Ext Price a73.X32.5X23.X.,5/8"FL,W,EB,CL,ARG,SB 70XL,OUTSIDE 1.00 '$883.05 $883.05 GLZ,9/16"GBG,5V2H,SUPERSPACER,.,.x. Certification Type:AAMAA440 Package Selection:ENERGY Shape:E6 Drop:9.5000 , Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:73.0000 - Height:32.5000 Leg Height:23.0000 Actual Size:73 X 32 1/2 X 23 Rough Masonry Opening:74 3/4 X 33 1/2 X 24 Wood Frame Opening:73 1/4 X 32 3/4 X 231/4 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass Type:3/16"-7/16" Interlayer Type:PVB090 Argon Gas:ARGON Glass:1"LIG(3/16 AN-3/8 ARG-7/16 AN/AN PVB) Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:SS Grid Type:9/16"FLAT GRIDBETWEEN GLASS Colonial Color:W Grid Style:U.COL.LITES Colonial Summary:6A3D LITES(5V2H BARS) Decralite:N CARM 190-284/1019 Positive Design Pressure:70.0000 NegativeDesignPressure:70.0000 : PANumber:FL 5012 EnergyStar 123.0000 : Condensation Resistaace.:-59.0000 �UFLO_29R SolarHeatGainboeif:0 2109 VT:0.4600 �VTCOG:0.6200 Ship Via: PGT: WEDNESDAY ONLY Location: ENTRY TRANSMON Notes: 0002(2.00) SH5500 VINYL SINGLE HUNG 5500 Ordered: Cost Price Ext Price 35.625X61.75X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 2.00 :$387.21 .$774.42 70XL,9/16" GBG,2V1H/2V1H,AUTO,1816K,SUPERSPACER,CMFRT LFT i HNDL,.,.x. Sales Order# 146001 Print Date 4/27/2016 Page 1 of 10 Certification Type:AAMAA440 Package Selection:ENERGY ONE Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL ! Width:35 5/8 Height:61 3/4 Actual Size:35 5/8 X 61 3/4 ��®':,( Rough Masonry:37 3/8 X 62 3/4 ` Wood Frame:35 7/8 X 62 'l Egress:31 3/8 X 26 1/4(5.713SQFT) 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:9/16"FLAT GRI DBETWEEN GLASS Grid Style:U.COL.LITES Grid Location:UNIT Summary Top:3A2D LITES(2V1H BARS) Summary Bottom:3A20 LITES(2V1H-BARS) Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Snap Lock Decralite:N PositiveDesig n Pressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 1435 nergy,S.tar:123.0000 Conde nsati on Resistance:60.00000:2800} &olar eatGain30Coeff 0.1900 VT:0.4300 VTCOG:0.60 . 'Ship Via: PGT: WEDNESDAY ONLY Location: DINNING ROOM Notes: 0003(3.00) MULL MULL BARS Ordered: Cost Price :Ext Price ,65.,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 A.00 $99.95 $99.95 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/f-CLIP Size Selection:CUSTOM Length:65.0000 Frame Color:W Ship Via: PGT: WEDNESDAY ONLY Location: ;DINNING ROOM Notes: 0004(4.00) =AR5520 VINYL ARCHITECTURAL 5520 `Ordered: Cost Price Ext Price 73.X32.5X23.X.,5/8"FL,W,EB,CL ARG,SB 70XL OUTSIDE 1.00 $883-05 $883.05 %GLZ,9/16"GBG,5V2H,SUPERSPACER,.,.x. Certification Type:AAMAA440 Package Selection:ENERGY Shape:EB Drop:9.5000 Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:73.0000 Height:32.5000 Leg Height:23.0000 Actual Size:73 X 32 112 X 23 Rough Masonry Opening:74 3/4 X33 112 X24 Wood Frame Opening:73 1/4 X 32 3/4 X 23 1/4 Frame Color:White Does unit need to meet Turtle Code:NO ; Glass Family:Laminated Insulating Glass Type:3/16!'-7/16" Interlayer Type:PVB090 Argon Gas:ARGON Glass:1"LIG(3/16 AN-3/8 ARG-7/16 AN/AN PVB) Glass Color:CLEAR Low E:ENERGY SHIELD MAX Glass Spacer Type:SS Grid Type:9/16"FLAT GRIDBETWEEN GLASS Colonial Color:W Grid Style:U.COL.LITES Colonial Summary:6A3D LITES(5V2H BARS) Decralite:N CAR#:190-284/1019 Positive Design Pressure:70.0000 NegativeDesignPressure:70.0000 PANumber:FL 5012 2900 ��E�nergyStar 23.0000 CondensationResistance %G000 G- '0: i5olarlieatGainCoeff 0.2-10 0_� VT:0.4600 VTCOG:0.6200 Ship Via: t PGT: WEDNESDAY ONLY Location: ;DINNING RM TRANSMON Notes: 0005(5.00) j SH5500 VINYL SINGLE HUNG 5500 Ordered: Cost Price Ext Price 35.75X62.X.;STD,5/8'FL,W;EQUAL,7/SLIG,CL,ARQS$ 2:00 $387:25 $774.50 70XL,9/16" GBG,2V1 H/2V1 H,AUTO,1 816K,SUPERSPACER,CMFRT LFT Sales Order# 146001 Print Date 4/27/2016 -Page 2 of 1-0 Certification Type:AAMAA440 Package Selection:ENERGY Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM I Size Ref:ACTUAL ; Width:35 3/4 Height:62.0000 Actual Size:35 3/4 X 62 Rough Masonry:37 1/2 X 63 Wood Frame:36 X 62 1/4 -Egress:-31-1/2-X 26 3/8-(5.763.SQ�f) 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:9/16"FLAT GRIDBETWEEN GLASS Grid Style:U.COL.LITES Grid Location:UNIT :-Summary Top:3A2D LITES'(2V7H'BARS) SumrnaryBottom:,3A2DLITES(2V1"H*BARS) Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Vent Latch:N Comfort Lift:Y Lift..Rail:.9 WQCD:N. Lock Type:Snap Lock Decralite:N PositiveDesig n Pressure:50.0000 Neg ativeDesig n Pressure:50.0000 PANumber:FL 1435 EgergySt_ar 123.0000 CondensationResistance:,.60.0000 l)g 02800'1 3 arH6atGainC.6eff:_0 i.9.Q0✓� VT:0.4300 VTCOG:0.6300 Ship Via: PGT: WEDNESDAY ONLY ;Location: ;OFFICE Notes. 0006(6.00) MULL MULL BARS Ordered: Cost Price Ext Price ,65.,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 1.00 $99.95 $99.95 Product Family Series:5500.0000 ; Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE Mull Bar Type:1.25X3.25X.625 Mull Clip Qty:2.0000 Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM Length:65.0000 Frame Color:W Ship Via: PGT: WEDNESDAY ONLY ;Location: :OFFICE .-Notes: 0007(7.00) PW5520 PW5520 VINYL PICTURE WINDOW ;Ordered: Cost Price Ext Price 225X35.,518:'FL W,7/a UG,.CL ARG,Sa 70XL,QUT,$IDE 1.00 $223_74. -$223.74. ;GLZ,9/16"GBG,lV3H,SUPERS.PAC.ER,.,.x. w, Certification Type:AAMAA440 Package Selection:ENERGY Frame Type,,.625FLAN.GE Size.Selection.CUSTOM. Size Ref:ACTUAL Width:22.5000 Height:35.0000 Actual Size:22 1/2 X 35 3 Rough Masonry Opening:24 1/4 X 36 Wood Frame Opening:22 3/4 X 35 1/4 Fame 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:9/16"FLAT GRIDBETWEEN GLASS Colonial Color:W Grid Style:U.COL.LITES Grid Pattern:2A4D LITES(1 V3H BARS) Decralite:N CAR#:190-282/1014 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber FL 5012 Ener yStac 1234.0000 Go eQsattonP�sista ce 62:0000 UF:O'2 0 ,/ SolarHeatGainCoeff.-02x.00-/ VT:0.4700 VTCOG:0.6300 Ship Via: PGT: WEDNESDAY ONLY ;Location: OFFICE BATH Notes: 0008(8.00) PW5520 PW5520 VINYL PICTURE WINDOW ;Ordered: Cost Price ;Ext Price 146.25X21.25,5/8"FL,W,7/8 LIG,CL,ARG,SB 1.00 $262.02 $262.02 70XL,06;OUTSIDE GLZ;NO GGRID,SUPERSPACER,.,.x. Sales Order## 146001 Print Date 4/27/2016 Page 3 of.10 Certification Type:AAMAA440 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM —- ,-- - - — Size Ref:ACTUAL Width:46.2500 Height:21.2500 Actual Size:46 1/4 X 21 1/4 Rough Masonry Opening:48 X 22 1/4 Wood Frame Opening:46 1/2 X 21 1/2 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating interlayer Type:`\B090 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:OBSCURE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:190-282/1014 Positive Design Pressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL 5012 Energy,Star:-1234.U000 gondensalionResistanceZ'R000 TUS:-0:240W j5olai}kbatGainJC66 :0.2300 VT:0.5300 ; VTCOG:0.6300 Ship Via: PGT: WEDNESDAY ONLY Location: BATH 1 Notes: 0009(9.00) SH5500 VINYL SINGLE HUNG 5500 Ordered: Cost Price 'Ext Price 35.875X61.75X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 2.00 $375.08 ,$750.16 '70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFI_ HNDL,.,.x. Certification Type:AAMAA440 Package Selection:ENERGY Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:35 7/8 Height:61314. Actual.Size:357/8 X 613/4 7Rough Masonry:37 5/8 X 62 3/4 Wood Frame:36 1/8 X 62 Egress:31 5/8 X 26 1/4(5.758 SQFT) 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 T)rpe-SS Grid Type.NO grid Screen Type:1816 Charcoal ° Screen Frame Type:ROLLFORM Vent Latch:N Comfort Lift:Y Lift.Rail:N WOCD:.N Lock Type:Snap Lock Decralite:N PositiveDesign Pressure:50.0000 ' NegativeDesignPressure:50.0000 PANumber:FL 1435 EnergyStar:123.0000 CondensationBesisiance:.60-0000 Lt3r s 0 c80u �SQ1arNeaiGain.Cszeff�0.2i00VT:0.4800 VTCOG:0.6300 Shi Via: PGT: WEDNESDAYONLY 'Location: BEDROOM 1 Notes- '0010 MULL MULL BARS Ordered: :Cost Price Ext Price (10.00) ;'$99.95 5500,MULUCVR/CLPS,2 ,1.00 $99.95 ;$99.95 _ _. 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:TCLIP/T-CLIP Size Selection:CUSTOM Length:65.0000 Frame Color:W Ship Via: PGT: WEDNESDAY ONLY ;Location: BEDROOM 1 Notes: '0011 'SH5500 VINYL SINGLE HUNG 5500 Ordered: Cost Price Ext Price (11.00) `.47.X55.X_STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 1.00 $461.43 $461.43 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT HNDL,.,.x. Sales Order# 146001 Print Date 4/27/2016 Page 4 of 10 Certification Type:AAMAA440 Package Selection:ENERGY Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:47.0000 Height:55.0000 Actual Size:47 X 55 i Rough Masonry:48 3/4 X 56 Wood Frame:47 1/4 X 55 1/4 Egress:42 3/4 X 22 7/8 15.782 SO f) Frame stator.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 Vent Latch-14 Comfort Lil:Y Lift Rail:N WOCD:N Lock Type:Snap Lock Decralite:N PositiveDesignFTessure:5G,01= PfegativeDesipP.ressure:.50.0000 f ; PANumber:FL 1435 Energy_Star.:123.0000 ; CondensationResistance:-60.0000Fr0:28(10� WrUeatGainCoeff:_0.21DO J VT:0.4800 OG:0.6300 Ship Via: ;PGT: WEDNESDAY ONLY Location: MASTER BATH Notes: W12 ;SH5500 VINYL SINGLE HUNG 5500• Drdered Cost grMe Ext Pticd (12.00) '36.X61.75X.,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 3.00 $375.10 $1,125.30 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT HNDL..,.x. Certification Type:AAMAA440 Package Selection:ENERGY i { Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM i Size Ref:ACTUAL Width:36.0000 Height:61 3/4 Actual Size:36 X 61 3/4 Rough Masonry:37 3/4 X 62 3/4 Wood Frame:36 1/4 X 62 ? Egress:313/4 X,26,1/4(5.78"t SOFT) Fran.Cotor.-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 ArgortGas__ARGON. ; Glass.Coin-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 Vent Latch:-N Comiorl Lift:Y Lift Rail:N WOCD:N Lock Type:Snap Lock Decralite:N P4DsitiveDesh3nPTessuw.50:0000 ; f+tegativeDesignPressure;%0000 PANumber FL 1435 EnergyStarJ23.0000 Condensation Resistance-600000 UF'0 2800 Sola eatGainCoeLf.0.21A0 VT:0.4800 VTCOG:0.6300 Ship Via: PGT: WEDNESDAY ONLY :Location: MASTER BEDROOM Notes: '-0013 SGD570 VINYL SL"-NG-GLASS DOOR 57- 0rdere�: C mylce ?tet P-!%-,e (13.00) 73.75X79.75,BYPASS,2P2T,XX,STD,3.5,W,11/16 1.00 ,$1,646.73 $1,646.73 jLIG,CLEAR,ARG,SB 70XL,N0NE,ALL,SUPERSPACER,.,.x. Saes Order#. 1460&1 Print Date 4/27/2016 Page 5,af 10 -- - Send Unit:COMPLETE Certification Type:MIAMI ANNE NOA Selection:15-0409.02 ; Package Selection:ENERGY Door Configuration:BYPASS Pnl/Trk:2 Panel/2 Track Panel Configuration:XX - Panel Stack:STD Size Selection:CUSTOM Width:73.7500 Height:79.7500 Actual Size:73 3/4 X 79 3/4 { Caic Trach Length:73:750(} I frarrra�uksr LJ�Jis to Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:1 1/16"LIG 47/16 HS/AN PVB-ARG-3/16 Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Panel Type:NONE PanettOprF11r:SteetTandem ACG Grass Breakage:Y Handle Type:RAISED/RAISED Handle Color:W Lock/Handle Location:STD Secondary Lock Type:NONE Key,-Lock:N ! KeyedAlike,X. Anchor Group:C.SGD570 ; Decralite:N CAR#:15-0409.02 PositiveDesignPressure:60.0000 NegativeDesignPressure:60.0000 1 PANumber:FL 251 EnergyStar-:--00R1234 CondensafionResistance 620000 0'2600SolarHeatGatnCoeff-0 2500 VT:0.4300 V0.6200 _......_-. Location: MASTER BEDROOM Ship Via: PGT: WEDNESDAY ONLY Notes: 0014 PW5520 PW5520 VINYL PICTURE WINDOW Ordered: Cost Price Ext Price (14.00) 35.5X28.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE 2.00 $250.73 $501.46 GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:AAMAA440 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:35.5000 Height:28.7500 Actual Size:35 1/2 X 28 3/4 Rough Masonry Opening:371/4 X 29 3/4 Wood Frame Opening:35 3/4 X 29 'Frame Cator.White Does-umitmedtameet 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.Coloc.OLEAR. Low E,Eb4ERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:190-282/1014 Positive Design Pressure:50.0000 'NegativeDesignPressure:50.6000 PANumber:FL 5072 EnergyStar:1234.0000 Cpn ensation Resistance:62.0000 USF.�,6.2 b0- SolarHeatGainCoeff:0.2300_ V-T::0.5300- UTC(dG::0:53(30 Ship Via: PGT: WEDNESDAY ONLY Location: FAMILY RM TRANSOM Notes:UR 0015 13W5520 PW5520 VINYL PICTURE WINDOW Ordered: Cost Price Ext Price (15.00) 35.25X28.75,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE 3.00 $250.71 $752,13 GLZ,NO GRID,SUPERSPACER,.,.x. Certification Type:AAMAA440 Package Selection:ENERGY Frame Type:.625FLANGE Size Selection:CUSTOM Size Ref:ACTUAL Width:35.2500 Height:28.7500 Actual Size:35 1/4 X 28 3/4 f Rough Masonry,Opening 3-7 X 29 3/4 Wood-Fra-me-Opening:-Opening:351/ZEE 29 Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 '. Argon Gas:.ARGON. Glass:.718"UG,(.1L8.AN.-7/1.6.ARG-5/1.6.AN/AN. Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Decralite:N CAR#:`r90=28MG14 PositivaNsigiPressure:559.0000 NegativeDesignPressure:50.0000 PANumber:FL 5012 EnergyStarY-1 34.0000 Condensation Resistance:62.0000 SolarHeatGainCoeff:::Y23e VT:0.5300 {C/rCO- 0.6300 -SJ,jP-Via: PGT- VJEDNIESDAY:ONLIY Loeat or.> ;FAAAILYRMTRANSOM, Saies Grder# 14600-1- Print '46001Print Date 4/27/2016 rageoof10 Panel Opr Rlr.Steel Tandem Acc Glass Breakage:Y Handle Type:RAISED/RAISED Handle Color:W Lock/Handle Location:STD Secondary Lock Type:NONE Key Lock:N Keyed Alike:N -"-nr-ennn7n no....rro•hi � r Certification Type:MIAMI NOA Selection:14-0930.25 Package Selection:ENERGY Shape:OC Shape Orientation:EQUAL Frame Type:.625FLANGE AWSize Selection:CUSTOM Size Ref:ACTUAL Width:21.7500 Actual Size:21 3/4 X 21 3/4 Rough Masonry Opening:231/2 X 22 3/4 Wood Frame Opening:22 X 22 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"LI-G.(1./8.AM-7/1.6-.ARG.-5/1.6..ANIAN. Glass-Color:CLEAR. Low E:ENERGY SHIELD MAX Glass Spacer Type:SS Grid Type:NO Grid ; Colonial Color:W Boxing Options:None Decralite:N CAR#:14-0930.25 PositiveDesignPressure:50.0000 NegativeDesig n Pressure:50.0000 ` PANumber:FL 243 EnergyStar:-� 234.0000 Condensation Resistance:62.0000 LlL�0.2S00 SalarHeatGdlnCoef#:0 2300- VT:0.5300 TCOG:0.6300 I Ship`Jia: P.- T: WEDNESD AY O"SLY t_ocatiort: cabana bath Notes: Products Ordered Total Quantity ALL DELIVERY DATES ARE SUBJECT TO TOTAL AMT' $21,868.87• ! AR5520 3 CREDIT APPROVAL _.._- _... _._ ___ TOTAL TAX: $1,312.13 SH5500 11 MULL 5 NET ANTGUr''�.T:. $4,181.00 PW5520 9 SGD570 3 HR5510 2 Sales Ordwiff 14666001 Print Date 4/27/2016 -Page 1 O-of 1-0 MIAM 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.mlamidade.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: Series"5500"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 MIAMI•DADE COUNTY C Expiration Date: July 30,2020 7120) 5 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 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 1.1/15/14, 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-5111 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). r Manuel a ez,P.E. Product Contr xaminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-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"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-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. ManueI er z,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: .1uly 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE EXAMPLEFOR 28-1/8'MAX O.C. 21-51W ANCHORAGE EXAMPLE I DESIGN PRESSURE RATING IMPACT RATING 54'MAX.BUCK WIDTH FOR ARCH•TOP RADIUS-IOP MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE 1P'�•FROM HEADER(SIM.FORALL HEADER I.- FRAME SEAM _� 31Y 12'MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT -)! B.SEE MAX.O.C. WINDOW NPFS) �---- 10'MAX.FROMBUCK WIDTH '� SHEETS l / 52-1l8'MAX SEE SHEETS (' 1.1k A.SEE f-' 12'�. FRAME FROM D,SEE 8&9 j B.SEE-,-, lam-30'MAX O.C. 12•MAX SEEP3t FU(ED VISIBLE 1 / SHEET4 -� 1 SHEETS l �LIGHT WIDTH A,SEE SHEET 3�.- 30'MAX.O.C. 12'MAX C.SEE r-- , T SHEET 3 12' I f FIXED SHEET4+ / EQUALLY j / L GIHT 17.7$'MAx.O.C. SHEETS I / 12'MAX. ! / EQUALLY I 17-718'MAX.O.C. I I �L / ANCHORS PER /HEIGHT I I / 17-71W MAX.O.C. SPACED �_ TABLES 9.11 �- EQUALLY ANCHORS PER 81.78' SPACED TABLES 941 O O j MAX ANCHORS PER Q I I / 84' )) 84' I BUCK TABLES941 I 6r O I BUCK �- MAX -� HEIGHT MAX 1 HEIGHT BUC3( AS SHOWN 4 10 MAX.O.0 BUCK X I MAX.O.C. MAX IO.C. HEIGHT I X {� (91.78' X I I HEIGHT _ I jj � I u •I-iL i MAX.) EQUALLY 1 IL—� 13-314'MAX.O.C. EQUALLY L / SASH I, / 13.314'MAX.O.C. 1 I /-'---- /7 // VISIBLE 1 13.314'MAX.O.C. EQUALLY ! I SPACED / �� SPACED, - SPACED SEETABLES9-1 / A"TABLFsai i EIGHT AANTABLES 9.1 1ASHEETSS II e 1/r MAX 6-12'MAX 1 B trr MAX NO ANCHORS AT SILL t NO ANCHORS AT SILL NO ANCHORS AT SILL �- 1 ' B�_-._. I B -.__. B D -._.J �.I J SEESILLWEEP- J SASH VISIBLE ` SEE SILL WEER J �SEE SILL WEEP- -I SEESILLWEEP- NOTCH DETAILS, NOTCH DETAILS.WEEP-, b4'MAX.BUCK WIDTH NOTCH DETAILS NOTCH DETAILS, SREET3 LIGHTWIDTH SHEETS SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 76-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(HVH2). 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)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MUUA-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES....................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. ELEVATIONS..............._..... 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICKARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS FRAME.GLASS&ANCHOR DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BP 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 LEGfBOX.............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)1/4'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&CYCLETESTINGAND 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 CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST...._....12-13 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 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10)REFERENCES:TEST REPORTS FTL-7964&7966:ELCO ULTRACON NOA;ELCO CRETEFLEX NDA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF Fl dR."E".. 9e C TYa �Tih ib CAP COATED PVC EXTRUSION MONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NDS&ALUMINUM DESIGN V. 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL `\\\ LYNN^ /� Revised 1551 Date. Revlaron: NO ���i 1/ M1iicLC USER INSTRUCTIONS: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. `t '..k Revised By: Date: Revrelon: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. %_ No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® lbacriptton: Drawn BY: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW O. GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. --O p ,S. TTI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VITRIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR q TE F _�= 1070 TECHNOLOGY DRIVE 71f1e: Data: 6)INSTALL AS PER SHEET 3FOROTHR11-FRAME INSTALLATION ORSHEET LES 2 OR 3.AND THAT ALL NUN.4 FORINTEGRALQUIREMENTSFOM FRIN NSTIALLATION$SHEETET ARE MET. %�N'•,• ,��oRlop,•.••`G\�� N.VENICE,R34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 iS'fOI �,-Lei (941)-480-1600YOUR OPENING�S CONDITION FRSelfes/Model• Sm7o: Sheer: D'owln9 No. Ror. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, a1•YNN MICLE� P.E. INTEGRAL FIN OR EQUAL LEGIBOX). p,E.d 60705 CERT.OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Udedfrom Extoriorto Interior) TabDesle PSheet Types Option Conflga Shapes Installation Optionsthalmay be used Typo Table# Bheet# (see Flg B) (see Table 1) (see Fig A) (see Fig C) 5 718'Laminated I.G.:118^A Exterior Cap+7116'Air Space+5/18'Laminated;(2)Utes of 1/8'A Glass with,090'PVB Inledayer 4,5 6 8 71W Laminated I.G.:1/8"T Exterior Cap+7/1W Air Space+5116'Laminated;(2)Liles of 1/6'A Glass with.090'PVB Intedayer 4,6 6 -.,.Into 2X Woad Frame/Buckstrip-sheet 3,option 1 7 7/8'Laminated I.G.:3/16'A Exterior Ca +3/8"Air Space+5/16'Laminate Flange Equal-Lite, Alch-Top&, Through the frame,...into Concrete/CMU-sheet 3, Cap pa d(2)Liles of 1/8'A Glass w th.09D'PVB Intedayer 4,6 6 5-16 OdallPraiew Arch Top 8 9 option 2 8 71W Laminated I.G.:3116'T Exterior Cap+3f8^Air Space+5/16'Laminated;(2)Utes of 1/e'A Glass with.090'PVB Intedayer 4,6 6 &Cottage Radius Top of the window...... ••,•through 1XBucksldp into Concrete/CMU-sheet 3,option 3 9 7/8"Laminaled I.G.:1/8'A Exterior Cap+7/18'Air Space+5/16'Laminated;(2)Utes of 1/6'H Glass with.090^SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8'Leminalsd I.G.:U8'T ExtedorCap+7116'Air space+5116'LemInated;(2)Liles of 116'H Glass with,090'SG Intedayer 7 7 ,-..into 2XWood Frame/Buckstdp-sheet 3,option 1 Box/ Equal•Ute, Arch-TRecl., 11 7/8'Lamineled I.G.:3/18'A Etdedor Cap+3/8•Air Space+5J18'Laminetad;('t)Liles of 1/8'H Glass wllh.090'SO Intedayer 7 7 Through the frame....foto Concrete/CMU-sheet 3,option 2 Equal-Leg 5-16 O&Cottage Arc ius-T 8 of the window...... , -through 1X Buckstdp into Cohcfefe/CMU-sheet 3, 12 710'Laminated LO.:3/18'T Exterior Cap+318•Air Space+5116'Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 (Il4) 8 Cottage Radius Top th option 3 13 71W Laminated I.G.:1/8"A Exterior Cep+WIG'Alr Space+7/16'Laminated;(2)Liles of 3116"A Glass with.090'SG Intedayer a 7 ..,.Into Metal-sheet 3,option 4 14 71W Laminated I.G.:118'T Exterior Cep+5116'Air Space+7/16'Laminated;(2)Utes of 3/18'A Glass with.090'SG Intedayer 8 7 Through the ....Into 2X Wood FramelBuckstrip-sheet 4,option 5 15 718"Laminated LG.:3116'A Exterior Cep+1/4'Air Space+7116'Laminated;(2)Liles o13116'A Glass with.090'SG Intedayer7 7 J-Channel Equal-Ute, Squarelftect.,integral in......5-8 OdeHPtNow Arch-Top& ,•„Into Metal-sheet 4,option 7 16 718'Laminated I.G.:3/18'T Exterior Cap+114'Air Space+7/16'Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 7 7 (41) 8 Cottage Ravius Top Through the freate....Into 2X Wood Frame/Buckstrip-sheet 4,option B of tha W Widow...... „„Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the .,..into 2X Wood FramelBuckstdp-sheet 4,option 5 Min.Edge Min. d 15 MAY NOT BE USED IN Equal-Ute, Square/Rect.,integral in...... Grou Anchor Substrate g THE HVHZABOVE 30'. Integre/Fln ....Into Metal-sheat 4,option 7 P Distance Embedment• • ( ) 5-8 OrieVProNew ArcMTopB Throughlhetreme.•-•into2XWOodFtameJBucksldp-sheet 4,option 8 8 Collage Radius Top #10 SMS P.T.Southern Pine(SO--0.65) 711W of the window...... „„Into Metal-sheet 4,option 8 Steel,A36' 318" 0.050' 3 THREADS H=ANNEALED or410 S.S.) (steel,184)S.S. Steel Stud,A653 Gr,33• 318" 0.0451"(18 Ga.) 13EYONDTHE ETAL 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 Pine(SG=0.55) 7/16" 1,3/6" STEEL STUDS, ❑� •PVB=.090•BUTACITE®PVB 3116"steel Ultracon Concrete min.2.85 ksi 1' 1,318• MIN.Fu=45 KSI 8 �i �� BY KURARAY AMERICA INC. ( ) MIN.Fy=33 KSI. /// �� 3"' Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2 D 4 9 7r 'SG"=.090'sF_NTRYGLASO P.T.Southern Pine(SG=0.55) 9/16' 13la" 'UNGROUTED CMU" INTERLAYER BY KURARAY #12 SMS VALUES MAY BE BOX OR AMERICA INC. Steel,A36' 31W 0,050° USED FOR GROUTED /' B (Steel,18-6 S.S. / FLANGE EQUAL- Or 410 S.S. Steal Stud,A653 Gr.33' 318° 0.0451"(18 Ga.) CMU APPLICATIONS. LEG PVB AND SG INTERLAYERS MAY Aluminum,6063-T5' 318" 0.063" ALSO BE MANUFACTURED BY EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA INC. 114"steel Ultracon Concrete(min.2.85 ksi) 1" 1-314" o C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114" FIGURE C:FRAME SHAPES 1/4°steel CreteOex Concrete(min.3.35 ksi) 1° 1.314" BUCK MOTH -i BUCK WIDTH --{BUCKWIDTH�- 1/4'steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1.3/4" 1/4'steel Ultmcon P.T.Southern Pine(SG=0.55) 1' 1318" 1 g 3 1/4 steel Crete9ex Concrete(min.3.35 ksi) 2-1/2' 1314" G a co D 1/4"steel Crelegex Ungrouled CMU,(ASTM C90) 2-1/2' 1-114" _ _ .___ w = J-CHANNEL INTEGRAL FS Q FIN P.T.Southam Pine(SG=0,55) 1" 1.318" x w cs 1(4'steel Aggre Gator Concrete(min,3275 ksn 1-112' 1318" m �� 1/4'steel Aggre-Gator P•T,Southam Plne SG=0.55 1^ 8' 11 11 11 11 Grouted CMU,(ASTM C-90) r 2" 7 RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY nppwwd as camplylog wilb tb. BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Florid. d ngC Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM U.te Distance Embodmenr THE TABLES ON SHEETS 8-10. 1111,1. NOAH E 2-1/2'x.131'Common Nail P.T.Southem Pine(SG=.55) 318^ 2-7118' `��`N(LYNN aq/(��ji,�� Revised By Oats. Revisiwr. lm ml e e Pcodaef n 2-11T Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16' `���.•'`CENSE •.R '. ttry. P.T.Seuthem Pine(SG=.55) 1/2' 1-318" ? ` �c RaNeed Bi" Data: Revblon: #10 Trusshead SMS Aluminum,6083-T5• 318' 0.0w = 00-513705 (steel,0 S.S.S. Steel Stud,Gr.33• 318' 0.0451'(18 Ga.) _ _ ® O.eedp0on Omen ar. or 410 S.S.) � F Steel,A-36* 318' o.oso• THIREAI)SBEYOND 0'W A$ :'tu; GLASS/ANCHORS/FRAMEOPTIONS JROSOWSKI P-T.Southam Plea(SG=.55) 11!18' 1318' THE METAL F Z 1070 TECHNOLOGY DRIVE RHe: Date: #l,I" /uuminum,so63a5• 316^ 0.063• SUBSTRATE.FOR Ute''•,,FLORolt,��` N.VENIM FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,l&8 S.S. Steel Stud,Gr.33• 3/li' 0,050^ STEEL.Fu=45 DS, ,F �". or 410 S.S.) d' MIN, STUDS, �/,SSfONA���� (941)-480-1600 Sedea/Yodel. Scab: Sheet Omdny No. Raw. Steel,A38' 318' 0.050' MIN.FY-33 KSI. A.IS/fMa Ma1dI,P.E, P.E.0 56705 CERT.OF AllTtl. X29298 SH-5500 NTS 20 F 1 MMD-SH5500-01 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. ANCHOREDTHROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD {r-- 1/4'MAX SHIM 16 1/4'MAX SHIM FRAME OR BUCKSTRIP. T I t+-- SEE NOTE 2,THIS SHEET. EMBEDMENT T SASH VISIBLE 17 I . EDGE ` D� 18 LIGIiT WIDTH — a EDGE FLANGE FRAME DISTANCE DISTANCE SHOWN 44 BALANCE --L114'MAX TYPE VARIES - - -- TYP.ANCHOR SHIM TYP•ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE �In(�{�/Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER I +' /a 31 DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, (u EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EX15 OR 87 SHEET 2. �� ' DISTANCE SEE TABLE 2, •� --I FIXED VISIBLE 4 ,. FIXED 19 20 OPT.SASH TOP FLANGE —1 LIGHT WIDTH EQUALI. VISIBLE LIFT RAIL FRAME I_ 2 _ ILEGBOX LIGHT I FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH FRAME HEIGHT 1 1 ANCHOR @3.65' HORIZONTAL SECTION A-A SHOWN t — I 49 I 48 FROM END AND AT 1)USE ONLY O 21 CENTER. SUBSTRATE-APPROPRIATE f 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DARE APPROVED MULLION,FBC COMPLIANT ALUMW UM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16-3I8' INSTALLATION OPTION SHOWN MAY 14 45 46 47O FROM END. BE USED ON ANY SIDEOF THE FOR WINDOWS WITH WINDOW. 1f4•MAX. BOTTOM LOCKS: SHIM 9100R#12STEEL .�{ 1w MAX. BUCK 50 O 0 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM HEIGHT SCREWS @&31W USED INTO WOOD AS PERTABLE 2, SMS(G5),SEE I 85 T-- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, 30 THAN 1-112'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2—THICK n OPT 86 16 USE EITHER (W GREATER. H AND LBE DESIGNED 85 LATCH OR (WHEN USED)SHALL BE DESIGNED 81 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL a' INTERIOR 31 TESTED THE STRUCTURE.WOOD BUCK FRAME RI o LEGE D�o NOTCHESAT 80 LOCATSASH NI DESIGN AND INSTALLATION IS THE FRAME FROM USHOWN END. RESPONSIBILITY OF THE ENGINEER uD� SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 68 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONrl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 67 OPENING)IS MEASURED FROM ipprored m tomptyingul{h 14s •� 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Florida 29C EQUAL-LEGBOX D 11 I 1 I I I I FRAME INTO METAL FRAME INTO METAL NOA# FRAME SHOWN Date. N,( LYNN I �ile"� Revised W. Dots Revision: I de P oa .27'X 1.25• _ ,. NO ANCHORS y Q��'' �10ENSF••.. i By WWEEP ®O REQUIRED IN VISIBLE LIGHT FORMULAS 1t:' Revised Ry: Date: Revislon: 2.87'FROM 38 • FLANGE OR No.58705 EACH END. - EQUALAFG WIDTH �1�• FRAME SILLS @SASH:BUCK WIDTH-&12' "-b _ ® oescdp#an: omen W. @ FIXED LITE:BUCK WIDTH-43/8• ,p : 7 : FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O ' STA HEIGHT(EQUAL-LITE) '1` F 1070 TECHNOLOGY DRNE Idle: Data: VERTICAL SECTION B-B BUCK HEIGHT2-3.15116 r'' CO1?!"P 'G��.� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 E (941)-480-1600 'A L IJIIAILIER,P.E. Sedes/Model: SCOW Sheet: omeirg No. Rev P,E.#SB705 CERr.OF A111H.p2s29e 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 ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT - NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. {�- EDGE DISTANCE FIN INTO 2X WOOD FRAME OR Q1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4•MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE �� tg LIGHT WIDTH 17 a FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. o (SCREW SHOWN) 44 BALANCE ED EMBMENT TYPE VARIES - - --- a� 1/4'MAXSHIM 42 WITH SASH 1 �a EMBEDMENT MB TYP.ANCHORTYPE, DISTANCE I 'q�(� _/_/j� WEIGHT 300 EMBEDME PER D EDGESUBSTRATE, 1— IJUI� g1 D�� DISTANCE PER SUBSTRATE, Fon, I SEE TABLE 3,SHEET 2. EXTERn 7 18 (NAIL SHOWN) =—C-- ID 87 3 I `� EMBEDMENT AN PE, �\v INTEGRAL EMBEDMENTANDEDGE FIXED VISIBLE FlN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP _ LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL JFRAMEL 1 SHOWN (NAILSHOWN) LIGHT HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 48 1 ANCHOR @ 3.55' BUCK WIDTH 49 FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 D 4 1 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS. 1/4'Sh M MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS @76318' INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE 0 H WINDOW. FOR WINDOWS WITH BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4'MAK HEIGHT 50 O D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8,318' USED INTO WOOD AS PER TABLE 2. SMS(GS).SEE 1— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, 65 30 O r�- SASH THAN 1-1/2'THICKARE TO BE SHEET 2 D EXTERIOR VISIBLE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO \rJ HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-17 THICK 86 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q Q (2)1' 81 30 65 63 TESTED UNIT TO DESIGNEDEN USED)SHALL BE PROPERLY Y TRANSFER LOADSFIN AND/OR INTERIOR 31 LOCATION:65/8' TO THE FROM SASH END. STRUCTURE.WOOD BUCK a FLANGE REMOVED WEEP 0 �o DESIGN AND INSTALLATION IS THE IN-FIELD AT 80 � RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN 3 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 OPENING)IS MEASURED FROM Approved ov tomplylagwilh III: INTEGRAL FIN 114'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL _ BEADING TO BEADING. Florid a uid ug e FRAME SHOWN �SHIM ` 111 I 1 11 lit,,� INTEGRAL FIN INTO METAL (INTEGRAL FINIFIANGE REMOVED) Date �� 11 1 i Revlaed W. Date: Revielan: WOAg. 2T X 1.25'WEF3HOLE ` ��Q .•CEAs. /<<F��i am1D eProduct 38 WICOVER @ 2.87• tar.' Vt F .-q FROM EACH END. SSC '•.�C Revised Date: Revolon: - VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENTANDEDGE y WIDTH DISTANCE PER SUBSTRATE, f @SASH:BUCK WIDTH-6117 =-4'. �'����j '. (x; ® Description: Omwa W. SEE TABLE 3,SHEET 2. --.-1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318' %�) //011 lCl; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREWSHOWN) �Q�•.. 7AT OT y(U� HEIGHT(EQUAL-LITE) •'•FLORtO?.•'•�\\� 1070 TECHNOLOGY DRIVE TNe: Date: OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3.15116' '%VSs-/ONAL - �`� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 " (941)-480-1600 I INTO 2X WOOD FRAME OR BUCK- /11111101Se>lee10hde1: Scale: Sheet: Dmrfng No. Ray. I STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF AUTH. /29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 P.E.058705 -►{ 718•NO 7RY NO I-+-- 716•NOM. 7/8•NOM. -►{ 7B°NOM. �-• 5116"A/A PVB I 5116"A/A PVB I 5/16"AIA PVB — 5/16"AIA PVB 5/16"HIH SG I I 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7116"AIR SPACE---\ 118"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS--\ 118"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR OR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR 111 SUPERSPACER 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 --�{ 7B'NOM. 71WW NOM. -►{ 71W NOM. 716•NOM. 718'NOM. 5116"HIH SG I 5116"H/H SG 5/16"H1H SG I I 7116"AIA SG I 7/16"A/A SG 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 118"T_GLASS 3/16'A GLASS--\ 3/16"T_GLASS 118"A GLASS 118"T 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 111 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 I79Y NOM. 718•NOM. 7/16"AIA SG 7/16"A/A SG 1/2•NOM.GLASS GLASS TYPES 9 THROUGH 114"AIRSPACE 1/4"AIR SPACE 76 OROO78 R BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES c]EXTERIOR a EXTERIOR GLASS TYPES 5,7,8,11,13 DURASEAL, DURASEAL, 31 615 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75THE HVHZABOVE 30. CARDINAL SPACER CARDINAL SPACER • 4PPrm-eJ meamplyleE wlih th. GLASS TYPE 15 GLASS TYPE 16 I r;,dltPr-odud'F- ftW-d c lilllifff tHDA 38 30 LYNN // Revised By: Dote: Rffwom •M 1.1 �!/ /Q'. By: Dole: Rmiafom o �ic' No.58705 . GLAZING NOTES: - ' •A"=ANNEALED /!� - ® Desarfp8om D/�d W. TYP.GLAZING DETAIL 'H'=HEAT STRENGTHENED ,v17TAEs .;[L GLAZING DETAILS J ROSOWSKI T=TEMPERED �a %� PVB'=.090'BUTACITE'P,�+B BY KURARAY AMERICA,INC. 0 1070 TECHNOLOGY DRIVE RDm Dafm 'SW=.090'SENTRYGLA BY KURARAY AMERICA,INC. �� (C�ss FLORLOP.•���� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE I,SHEET 2. vv�,fr'1A1,ti���� (941)-480-1600 Sorras/ModakSeoh: SheeL OraxMg Na Rer. A.LYriN I�II�LER,P.E CERT.OF ATM. /29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 P.EA 50705 TABLE 4: TABLE 5: TABLE 6: GI-Type. Design Pressure,01o1f1' 01uTypa sotlwa Smh say,"dotDestgn Pressure,gmdT2 alas Type. Design Pros5ure.Ib5V 5,0,71/ Rato7.LM, O..fPttl fl.e0o0el 1ww-Omk NSah 5.76/ N-50.0 R2 a gk.Rap1 to48 I 5X175 465.01-70.0 R.Int L-1 235 Egd610 it" •ODD .70.0 14MA I•700 R.i.L Level R1 For a0 M18a2a&-b.lzoa st d.4 uuw 14517-15e70 +05.0 -70.0 .650 -70.0 to FordavAmvand 6316 size. SEE TABLE 9,SHEET 8 FOR 28 Egatle. 11.587-14519 •65.0 -700 +06.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. SLmwvd Pww. 11J77-1/.532 •aso -Iso .15.0 •711.0 ANCHOR GROUP AND QUANTITY. T.5.al 23517-25288 4850 -700 +05.0 •700 ShndwdCadWe 20.055-23515 4650 •70.0 .e5A -70A 3X376 Et.PM 17.617-20157 .85.0 •701 .56.0 -70.0 o Stwdwd Rader 14Gil.17.615 405,0 •70.0 465.0 -70.0 5tada1 1157/-14b18 -059 •70D 485.0 -70A 736171 27.1.0•31211 •6&O •77.0 4851 -70.0 cw-sa. 26.517-27.5M 465.0 -71.0 406.0 -700 Stwdd CAve 23517.26516 4060 -70.0 405.0 -70.0 HEADER 44 Eq,". 26517-23.510 •651 -M.0 465.0 -700 HEADER 23 S1.W.4 Radar 17.617-20.616 -650 -rot -050 -700 c.CSox H517-775to .65.0 -m. .BSA •.o smd t 11.377-14.515 .85.0 •701 +BSO •740 ao T.6ml 31533-Moll 105.0 -TOA +0.0 •1QO Stumrd Conan 26.617.31582 .850 •70.0 .65D -TOO O MEETING RAIL Equ"a 211.517-20.518 +85.0 -70.0 .6510 .7111 MEETING RAIL 0 0 M SIYNa,d Rolm 17.61/•20518 +65.0 •760 46$10 -71.0 26 0 Cusbmshe 14.617-17.510 +85.0 -70.0 4850 -70.0 L_1 27 D Cuyem Size 12.617.14510 405.0 70.0 .559 -700 lLLL777n�111111 E%TEHIDtt seri t 11ZR-12516 .6510 •700 •650 -70A E7(iFRiOR o OT.Iba 312M-37.538 •8510 -771D -e5A -MA � a 23 ,£ SlandvdCOago 205 -3 173207 .66.0 -70.0 +05.0 -MO JAMB y Eq.Wte 23517-20.516 .65.0 .709 "SO -70.0 JAMB 23 cmtwnsiza 20517.27518 .85.0 -700 .BSA -70.0 EXTEF R SASH 4B'� stwadtaadav 17.617-20515 .8510 -70.0 •65.0 .780 EXTERMA SASH HEIGHT Coat-%te 14.617-17.518 +0510 •710 463.0 700 �` HEIGHT cola.sim Yr.517.14510 .850 -709 -651 -7010 sww 11.37/-12515 •650 •70.0 4050 -no Q T.Omt 38517.41.044 -05.0 -70.0 .85.0 •760 23 Staeda,d Uffege 31517.36.513 46&O 70.0 .810 -760 23 p Eq.M. 20517.31518 -0&0 -70.0 486.0 -760 SILL II 31.W dP,,4- 23.517.25510 +05.0 .70.0 466.0 a0D SILL O (III 02 Cmtmn size 20.517.27,518 .85.0 -70.0 .BSO •70.0 l-' s-Si. 17517.2D.618 -0&0 -70A •05.0 -70A &=Sao 14517-17.518 405.0 70.0 -65.0 48.1 C.w Sim 13.017.14.51.0 405.0 -7010 +050 4109 6W.1 11504-13AID +BSA •10.0 .OSA -03.5 o Ta'by 30.617-41.644 -65.0 •700 .03.0 .70.0 c C.W.Sae 38.617-3a513 -BS.o -MO .551 -700 Egm/6te 35.617-33513 .650 -70.0 455.0 -7010 SECTION DETAIL FOR WINDOWS WITH 7s c t-M. 3X517-35510 .aso .766 .65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 SC prk.V-aY 25517.20.610 466.0 311 .eso Ova 2x.617-72.516 +65.0 -77.0 455.6 -701 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 stam 5"ao REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE swm4 .3516-25518 .05D -700 .05.0 403.5 8 APPLY TO ALL FRAME TYPES 8 APPLY TO ALL FRAME TYPES Eg.6am 35511-41.618 465.0 -70D -65.0 -7710 CONFIGURATIONS) CONFIGURATIONS) e/ Cmtom Sa. 35.517.38.616 .85.0 -IOD +05.0 405 st.d dRader wt0-Sss15 .05.0 Ton aesD 431.5 4pprovcdwcamplrlag k1161a. Florlds nldlsgC D etre r.w 1 41e44 465.11 70.0 .851 ms Da1c t SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NOAN 1 / Revised By: Dote: 777M aml Dade Prodad LYNN Mid����� Dr. A6vfsed Or. Oafe: Revbfon: No.56705 NOTES: - ® DO.0*110a: Dram By: = D .GZ = DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ORINTEGRAL FN. )G IS - ' 0 St T•OF •[V�: 1070 TECHNOLOGY DRIVE DW: Dafr. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. '� '•:�CORIDP,�•' �5�� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 d. ' ••...... 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN i"r,sl F (941)-480-1600 Se7Tes/6fodsF Scale: Shoal: Orow76g Na Rate. ON THE TABLE. A. `448R,P.E. CERT OF AU1H /29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 P. BB705 TABLE 7: TABLES: Ol..To. 10iaTro° salom6atn Oe• nPreSeunlbe77P 1 69.510 rpn Design Pme.ure,lb a 1391 6pn RD b 0.17.1!{6.18 Doxdgiul SwOfNrle O-o". O4 Rpnt LAwl ft,SM.Rm9. RenBo O^) vd48--uek W5Z R•mi l•YN to DWnRp9. ��� WmOows 1 4 J upb/0 m 52175 H 3 16 24 32 38 /0 /6 1 52176 51 715 EpW6t. 11.30/ +700•110.0 470.0-110.0 .70.0•110.0+70.0•110.0 235 EM". 11394 •70.0•110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 .70.0-110.0 70.0-110.0-70.01410.0 -70.01-710.0 SmldadCaipe 14517-15.670 +70.0-110.01.70.0-110.0 .70.0•110.0 .70.0•110-0 BtWLdC.ra9. 11517.15.810 •70.0•110.0 +70.0 410,01.78-01-110.01•70.0•110.0 .70.01-110.0•70.0-1t00 -70.01-1110-0 -70.01-110.0 m EgatlBe 11583-14616 +70.0•110.0 1700-110.0 +70.0-1140+70.0-110.0 28 Ew"4 IM43.14516 70.0•110.0 +700 410.0 -70.01-110.01•70.0•110.0 70.0-110.0+70.0-110.0 .70.0•110.0 •70.0-110.0 SWdad Prabw 11-071-11.582 .70.0-110.0 *70.0•110.0 70.0-11110 .700•1140 Sl.*.Sp i- 11.317-11.682 178.0-110.0 •70.0-110.0 .70.0•1100 .740 410.0 70.0-110.0 •70.0•110.0 •70.0-110.0 +70.0•11¢0 HEADER TOM 23,517-25185 •70.0 410.0 970.0•i1¢O •70.0•110.0+7110 410.0 TONwI 21517.25180 •70.0-110.0 +70.0-1100 -70-01-110.0 •70.0-1100 -70.01-110.0 •70.0 410.0•70.0 410.0 •700•110.0 SL rd dOoep•1211065-23518 N0.0-1/0.0 +N.O•110.0 70.0-170.0 .740-1140 W2WWCohaa 20.959-23.610 •70.0•110.0 +740-710.0 •70.0-110.0 +70.0-110.0 •70.0.110.0 •70.0•110.0 •70.0-110.0 •70.0•110.0 25 37575 EquSele 17.617-20.057 .70.0•110-0 .70.0-110.0 .70.0•110.0 .70.0-100.0 37.315 Equ14r. 17.517-20.057 .70.0 410.0 70.0-1100 .70.0-110.0 +740 410.0 70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-109.0 Sm+drd Prabw 11617.17.615 +70.0 410D +7037-1140 470.0•110.0 170.0•110.0 $1Wad Pmlew 14517-77.616 •70.0.110.0 •740.110.0 •700•110.0 .70.0 410.0 .70.01410.01-70.0-110.0 410.0-710.0 •700-110.0 sh."at 11.377-1518 .70.0 410.0 +70.0•110.0 70.0 407A 70.0-101-0 Sndbd 11.371-14516 70.0-110.0 70.0 410.9 •70.0•110.0 70.0•110.0 +70.01-11110-01•70.0-110.0 70.0-107.01-70.0-107.0 7411191 27.1551-31.011 +700 •110.0 •70.0 130 •70.0 43V .70.0 -80.0 7a2p1 27.593-31077 •70.0-110.0 •70.0 410.0 70.0-110.0 70.0•110.0 •70.0•710.0 711.0 69.0 .70.0 -no 70.0 40.0 0 Cetan Sirs 24511-27-W •700 110.0 +70.0-110.0 •70.0.17¢0 +740-10.0 Cidimshe 25517.27362 70.0-110.0 .70.0-1100 .70.0.110.0 •700-110.0 •70.0 410.0.7¢11-110.0 .70.0 410.0 •70.0-11110 a MEETING RAIL SWdsd C•9ap• 21577-2.616 .70.0.110.0 .70.0-110.0 .740.10.0 .70.0-140 53Madc.219a 23.517.26316 70.0-170.0 740-10.0 •70.0•110.0 •70.0 AWO .70.0•110.9 •70.0 410.0 •70.0-10.0 •70.0 410.0 e 44 Equal4le 20.517-23.518 +740 -140.0 +70.0-10.0 70.0•110.0 •70.0-110.0 44 Ew*hl. 20.517-23.51 .7¢0-110.0 740-140 •740-110.0 .10.0-10.0 •140 410.0+7037 110.0 •70.0-110.0 700 410.0 27 6WdadPm/ew 17.617.20.515 +70.0 410.0 170.0 4t%O 470,01410+01+70.0-110.0 Slmdatdi'mUm 17.517.20516 •70.0-110.0 +70.0•110.0 +7¢0-110.0 •740-110.0 •10.0 410.0+740 410.0 •70.0 41¢0 .70.0-110.o �� 7 CelOmsh• 14.617-17.518 4700•110-0 +70.0•110.0 .700•110.0 +70.0 4loO Cudem9W 14517.17.516 711.0-1100 +70.0-110.0 q-001-110.0 .70.0 410.0 70.0-110.0 70.0•170,0 .70.0 410.0 •70.0-110.0 shin 77.377-11518 470.0 410.0 .70.0-110.0 .740-107.0 .70.0•1010 StroNsl 11.377.14516 +740-110.0 .70.0 410.0 •700•110.0 +TO.D-110.0 .70.0•170.0 70.0-110.0 +70.0-707.0 70.0-103.0 v D Tdmt 31.657-36.011 +70.0 •110.0 +70.0 8337 .70.0 4&0 +700 -80.0 Toni 31.®3-35.911 .70.0-10.0 •70.0 410.0 700 4WD .70.0 410.0+70.0-110.0 •70.0 49.0 •70A 43.0 70.0 40.0 255 Sta,dad C.UW 24617-31.582 +70.0 410.0 .70.0 41¢0 +70-0•110.0 .70.0 40.0 Bl.dardC.Up 26.517-31.562 •70.0-110.0 -70.01-11111.0 •70.0.110.0 70.0-110.0 70.0•110.0 +70.0-110.0 +70.0•110.0 •70.0-110.0 JAMB EWe18m 20.517-20.51 470D•110.0 +70.0•110.0 .70.0•710.0 +700 410.0 Eq d61. 20.517-28515 •70.0 410.0 .70.0•110.0 •Too-110.0 +70.0-1140 110.0-110.0 •711.0 410.0 •70.0-110.0 70.0-110.0 EXTERIOR SASH 45 Slardrd Pink. 17.577.20.610 +70.0 410,0 .70.0-110.0.700•11¢0 170.0 410.0 48 Sladard Pfed4•s V.617-20.515 •70.0 410.0 70.0-110.0 •740-110.0 •70.0-11D.0 •70.0-110.0 .70.0-110.0+70.0-110.0.70.0-110.0 a HEIGHT Cplan Shs 1.517-17.515 470.0 410.0 .70.0 4tOD .70.0•110.9 +70.0-170.0 Cudemshe 14.517.17310 .70.0-170.0 •70.0•110.0.70.0-110.0 •70.0-110.0 +70.0-110.0 .70.0.110.0 10.0 Alau N0.a-111.0 Calan See 12617-14576 +70.0•110.0+740 410.0 +70.0-10.0+700-770-0 Oilem8h. 12.5!7.1451!1 .70.0-10.0 7¢11-10.0 •70.0-110.0 70.0-10.0 70.0-10.0 •70.0•10.0 .70.0 410.0 +70.0 110.0 SECTION DETAIL FOR E stsd.1 1.371-125th +700 410.0 +70.0 11¢0 170.0.110.0 +700 110.0 'a sh�de.l 11.37T-12518 .70.0 410.2 .70.0-10.0 .70-0-10-0 •70.0-110.0 70.0-77D.0 .70.0•110.0 70.0-1140 •70.0-110.0 WINDOWS WITH Tdln1 31208-37.536 +70.0 •110.0 +70.0 40.0 .7ao •930 170.0 4037 o TaOwl 31210-37WII -70.01-110.D •70.0-17¢0 470A-1100 .700-110.0.70.01-110.0 70.0 49.0 •70.0 -030 •70.0 40.0 0 Slasdnd GIALW 2517.11277 470A-110A .70.0-140 70.0.110.0 +70.0-10.0 i sludarMlsje 29517-33107 7¢0-10.0 70.0 410.0+10.0 410.01-7 •10.0 70.0 410.0 .70.0 410.0 70.0-1100 70.0-1ao LEVEL R3 REINFORCEMENT 25 EgodSb 25617-25510 •70.0 110.0 +70.0•10.0 4740-140 +70.0-10.0 i Equ7#e 2150.26516 .70.0-11¢0.70.0 1140+70.0•110.0 +7037 1100 •70.0-Hao +70.0•10.0 -70.01-110.01 70.0-110.0 &GLASS TYPES 9`'16 Comm S'ii• 2617-2J.516 170-0-10.0 +7037-170.0 +7¢0-111.0 +700 41MO C,,aImsue 2.50-23516 47¢o-110.0 +70.0-110.0 .700-10.0 .70.0 11o.D -70.01410.01-70.0 110.0+740•1o.D •70.0-10.0 (REINFORCEMENTS SHOWN SILL O 6b.dad P.&w 17.50-20.516 •70.0 110.0 .70.0-110.0 70.0-110.0 .10.0 410.0 2 40.815 sludarEPlwlew 17517-20516 740-10.0 •790-710.0 70.0-1140 70.0•110.0 91)10 410.9 •70.0 110.0 .1010-10.0 740•110.0 IN FIGURES ABOVE APPLY Calom Sirs 14.50-0.515 +7037•110.0 .70.0-110.0 740•110.0 +70.0 410.0 3 Cldams0• 11517-17576 +7010 AMC 70.0-10.0 70.0-t10.D •7910 110.0 70.0•110.0 .70.0 170.0 70.0•110.0 •740-10.0 TO ALL FRAME TYPES& C.1-sil. 1250-11516 •7037-1100 170.0-1037 *MO-10.0 170-0 140.0 Cudomak. 126117-145116 +70.0 411&0 +70.0-170.0 70.0-10.0 .740-10.0 70.0-10.0 Tao-10.0 +75.0-110.0 70.0•170.0 CONFIGURATIONS) 6lalsa 1IM7.t2.510 470.0 4100 .70.0-110.0 .7037•10.0 .740 4100 Shales! 71.377-1251 .70.0-10.0 •70.0-11¢0 .70.0-10.0 .70.0-10.0 +70.0•10.11 •70.0-110.0 740-10.0 70.0•10.0 TwOO 36.617.41.61 +70D-170.0 +70.0-110.0+70.0-71¢0 .70.0 410.0 T81p1 36.617.41.64/ •70.0-1140 70.0-710.0.740-1100 +70.0-11¢0 .70.0-10.0+70.0-110.0 70.0-070.0 •70.0-105.7 0 6laadndCOOee• 31.517-30,515 +700-110.0 +70.0 4140 +700-110.0 +700 4 0 slad.7dc.Iwg. 31.517.36.515 •70.0•10.0 +70-0-1140 7¢0•11D.0 ?0.0.110.0 .70.01-110.0 +70.0 410.0 •70.0-706.5 70.0-1010 EWiN6e 26.517-315100 +700 410.0 +70.0 410.0 +70.0-110.0 +70.0-170.0 Eq"A. 25617-31519 .70.0-110.0 +700-1140 .700-110.0 70.0•1IMD.70.0 410.0 +70.0.10.0 N0.0-IOL9 .70.0.1024 SWad PW- 21517.25616 .7037 410-0 +70.0•1140 +70.0 410.0 +700•170.0 SI.dwdl`,Oi.w 2150-26.510 +70.0 410.0 70.0-110.0 70.0-110.0 .740-110.0 70.0-110.0 70.0-110.0 70.0•110.0 70.0-1041 02 Cb-she 20.517.23.510 +70.0 4100 470.0-110.0+7037 410.0 .7037-110.0 62 Cudomehl 20517-21615 +70.0 410.0 .70.0 410-0 170.0-110.0 .70.0 110.0 +70.0•110.0+70.0-110.0•7037-110.0 •70.0•107.11 Cabin Sh9 17.517-2.619 10.0 •110-0 +7037•110.0 +70.0•110.0 470.0•1100 Wdomsh. 17.517-'10519 •70.0-110.0 .70.0-110.0 .70.0 410.0 70.0-110.0 +70.0•1140 •70.0 410.0 .70.0•110.0 .70.0•1000 O.1-M. 14.517.17.610 .ro.0-100 .70.0•110.0 .70.0-it"+70.0-110.0 cofmIsh• 14517.17516 +70.0 4110.0 70.0-119.0 .700 410.0 170.0-IWO •70.0-0 6- +70.0-5046.70.0-00.5 •7110-10115 cw..rhe 11017-1516 +700 41010 .70.0.1100 .70.0•1740 .70.0-110.0 COdomsh• 13.017-14516 •70.0•1190 .7¢0-1140 1740-1062•790-100.7 •70.0 47.1 •70.0 44.4 +70.0 4437 •70.0 44.4 Shal.d 11584.13A10 +IOD-10.0 +700 410.0 +70.0 410.0 +70.0 410.0 ShoOea 11.854.1106 70.0-1140 70.0•110.0 70.11 10211 700 47.0 •70.0 .93.3 +70.0 -00.1 .70.0 -KO +70.0 40.0 Tdklt 34517-d1.e1 +ro.0-1117.0 .7037•110.0 +740-1100 .RO 410.0 TaWl 39517-41.61 70.0-110.0 +70.11-710.0 .70.0-110.0 .70.0•110.0 .70.0-10.0 +70.0 410.0 7¢O-101.6 +70.0 418.0 Oeialtsuo 38.517.39516 +70.0-10.0 70.0•110.0 4T0.0-1140 +78.0.110.0 cudamslio 38.517-39310 70.0-110.0 •700-110-070.0•110.0 70.0•110.0 •70.0 410.0 .7¢0-110.0 71.0-Wt7 •70.0 46.3 EWdu. 15617.36516 .7037 4100+70.0•110.0 700-110.0.70.0-110.0 EWdpo 35.517-39510 .70.0-110.0 .70.0-110.0 70.0 410.0 •10.0•110.0 ?(La:!In 70.0•110.0 70.0-100.4 •70.0 410 73 O.W.She 32517.35516 +70.0 410.0 470.0-110.0 10.0-110.0 +70.0.11¢0 75 CLd.m B¢. 32517-35510 .70.0 410.0 •70.0 410.0 •70.0 410.0 •70.0•110.0 •740•110.0 70.0 110.0 •70.0•100.7 •70.0 452 Sl.idad N•daw 2577-92516 +70.0-110.0 .70.0-110.0.700 4140 470.0-170.0 Sladaid Pi6bw 29.517-32618 .70.0-110.0 •10.0 410.01-7001-110.0 •70.0-1100 .70.0•110.0 •70.0-1006 .70.0 4DIA •70.0 451 Celan 6ii• 2677.20.515 .711.1)i-710.0 +70.0•110.0 +70.01-110.0 470.0•1140 0ldansh• 20.5117-!4518 +70.0-118.0 .70.0•110.0 •70.0-107.0 +70.0-102-0 70.0 608 W. 484 70.0 68.4 •70.0 844 Slploal 25516.261(1 +RO•1100 470.0•110.0 70.0,--- -itD.O+700 4100 Shah.. 25510-26516 •790-10.0 •70.0 410.0 +70.0-104.6 70.0 49.1 •70.0 4637 •70.0 -02{ 70.0 424 .0.0 424 EWdidO 35517.4101 170-0-710-0 +70.0-110.0 70.0-110.0 .700-110.0 EquN41e 36.517-41IM4 •70.0-1140 +70.0 4140 1700-110.0 70.0-1140 +70.0-IltD •70.0-10 740 68.7 N¢0 6Ll M CWIanSha 35.517.98576 1700•110.0 +70.0•110.0 +70.0-1140 170.0•710.0 84 Cuaomshe 35517-38516 •70.1)410.0 .711.0-710.0•70.0-107.8 •70.0•102{ 170.0 469 •70.0 40.4 17.0 464 70.0 -01.6 Slaidard PYs7s.i 31616.15570 1700-110.0 +70.0•110.0 +700•510.0 170.0-110.0 9Udanl Pratew 31011.35518 Na0-1140 N¢0•110.0 70.0-1026 7¢0- 47.0 .70.0 413 •70.0 401 .70.0 4¢0 70.0 40.0 01.76 Te0p1 41.61{ 170.0-1100 4700•71¢0 +740-110.0 +740•iN10 9176 Ta1pl 41.6N +790-100•740-710.0 70.0-1026 •70.0 47.0 •70.0 93.3 +71 40.1 70.0 440 N0.0 40.0 ✓•pry'¢vctl117coMptylRgwOhiW ROOM IIIt3i¢g e O! SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 0N9 Revfeed W. DOW Rev191on: NOAO- �`�� LYNN 1111 1�G 711 ud D6d9 PTolkld Pad•.• �10ENSF '•.`•Q � ReWed W. 111118: ReWion: 7.t: No.56705 NOTES: ® Deeerfpffon: Drum u' 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �-U b W^ DESIGN PRESSURE TABLE JROSOWSKi � ���'•, UE OF!S �w:'. ` 1070 TECHNOLOGY DRIVE Tide., 110181 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��`�•.,F�Oft1Op•••'�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 StS�NA1_ Q�` (941)-460-1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN / / F ' SerteeJModeL• Srole: Sf1e4E 070.1719 No. Rev: ON THE TABLE. �!L7YNN1dtLLEh,P.E. CFRT. OF AUIH. /29298 SH-5500 NTS 7 OF 13 MD-SH5500-01 P.E1155705 AodIIClDIIaafladOCifldaaIIRflaIIgaRIInaaIIflIIDdflaDIIDIInIIRRnnDdndBd�A�.. QagCIIaIIflIIdGIIIIRDIIIIaIIdIIRDRDflflgIIRDIIflIIaIIIIRRqaaIIDRDRRRDR� .dQdQdddddQQdQddodddQdddddndnQddQQodddQQQQddndddddQdo t�l�dgdt�aaaflaClQOgflgaqRaaaaaRRdaIIaflRRnqflRIIDRQRDRadRdQ©a3�9.. dflaaflflIIaaCIdRDIIIIRgIIacDRDRRagIIIIRDIIflaqDIIRIIIIaIIIIDIIRDIIRDQ��� QadQdadQndQdndddnQndnddQQdQdddddQQdddQQnQdaddadadnaim C�dflaG"�IIgaaIIddda©aflIIClflaaaaDRnflaIIgIIDdaaRIIDRdIIDRadRQaC�. OflaQflQIIaanIIRRRRRaRaCIIRRRRggaDDRDaflaIIIIDRIIIIIIIIDRDRIIRDR,��� nIIIIIIIIIIIIIIt�pflp©pIIpa©RIIp©�IIIIIpQppflppRIIp©IIp©ppgpdp�lpIIDII�IO 17CCIIICfdIIflaQadOCgaflaaflaaaRgRRd©aflIIDRnflaRIIRRd©RRdQRddC '� '- . . :.daadaflIIdII©ORRRRRIIagdRRRRRaIIgIIRRRgaaRIIDIIqaIIRRRDRRRRR "r'�l�g: IIIIRDppIIIIIIRIIIIIIIIIIRIIIIIIIIIIIIIIIIIIIIIIIIpIIDDIIDpflpIIIIIIIIIIIIIIIIDIIIIDIIp,�' - dOdIIQOgaaaflCiQdaaaflgRflaqaaIIDdaaIIaRDdqaRRRDnRRIIQdIIdnd,P�9 _ OflgClflIIDgflC1dD©RDIIgflaCRRIIIIDflflIIIIDIIRflgqRIIRIIqddIIDRIIRRRap��8 pIIIIIIIIIIII©IIIIIIIIDpIIIIIIIIIIIIIIdIIpIIpIIIIIIIIRDIIIIpQIIIIpII©IIpIIIIDIIIIIIIId;Q�"�' ddaIIClOgaBIIII0t�ClflflgaqRIIQqaIIRIIdflRaaIIRdflflDRDRQRIIIIdnIIdnd�9 r daflddgIIpIIdCDDRDIIq©IICIIRDpDIIgaIIRDIIflflflIIIIDDIIQIIDDRIIIIIIII©p,�7� ©©RQIIIIDIIRIIDIIDIIIIRgpDIIpIIIIRDIIIIDRRDIIRDIIIIIIIIIIRIIIIRRRRpIIRDdm- OQdapCgflIIflIIndOgaaaaDaflflflaRDnRflflaRDQgIIRRRRnRRRnnRnQ11�� OflddgIIq©dOQRIIRpIIQgqlIIIIIDIIDRflClIIpDRa©gIIII©©gdgIIgpIIqppRClt� flflflgflflaDDIIDIIIIaDIIDIIDIIRIIDRRRRDRRRRIIDRRRRIIDRRRDRDRDRDfl�7� dCdadCIIgaaadCl�IIDII©IIRa©as©DDdaflDflRDnaflDIIDIIdRDIIndIIdgC1Q�3 .. daaDaaIIflaOdRaIIRRaaIIQRRRRRaaaRRRRaIIaIIRRDgflIIRRRDIIIIRDl�C�1� ddddddddndndddddddddddddnddndddnpdddnnddddCdddddnd�l�� OddIIdOgIIaflganClaIIIIqflRaaIIqIIRRnflaaflIIDdflaDRDRdRRRndfldnCl!�9. F�aaDaaIIaRC1CDDRR�iaaadRRRRDaagRRDDaadRRDIIIIflaRDRARIIRQRd�� QndndnndQanoQdnQdnnddnondnndcnnndndnQdnnoncncndddnr��m8 did©IIdt7aaai�aaddflagaaRggaaIIRRdaqqqRRdaaRpqRdRRRddIIddpLi39. DflIIQaflIIfl©dCDRRIIRgaIICRRDRDIIIIIIIIIIDIIflgflIIIIDIIIIaflRRRIIRIIIIDII�� M •i, � IIIIRIIpIIIIIIIIIIIIRIIIIIIpDIIIIIIpppppRpIIpRDI�pDpIIpl�QppppgpdRpppR�'""Z-i dC1na©daflaagClCJagaIIflaRaflaaapDnflaa©Rad©gRIIIIRnRIIRddIIddl�d�9.. . - • CaIICafl©flIIC1CIIRRRIIflaIIdIIRDRDflaflIIRDRflIIIIRIIDIIIIIIaRDRDRRRIIQ��- ; IIIIIIBRIIIIIIIIIIIIIIIIIIIIIIDIIDIIDRIIIIIIRIIIIppIIDpIIIIppppIIIIIIQIIIIIIIIIIpIIp�i- :. dOQIIDdaflIIaIIdddgaIIIIIIDaflDIIIIRDdflIIaflRRdflaIIRDRnRRRndRndCd�•8 .` i dflaQdflaflIIadRRRRIIaaIIdRRDRRaIIIIIIIIRRgaaIIIIRIIgaIIRaRDRRRRRQCi:�Q_ IIpIIIIpIIII�3aIIIIpIIpIIIIIIIIdpIIRIIIIpIIIIIIpIIIIIIIIIIIIIIIIIIIIIIIIIIppIIIIIIIIp©©m- nCaIICdIIflIIQII000IflaflIIIIDaflflflIIIIDfldflaflRDdaflDIIDDn©DRndIIflna�Q dIIflfld©gflIIQdIIIIIIIIIIaIIIItlIIIIDRIIaIIaIIRDDflgflflIIDIIgflIIpIIIIDflIIIIDIId IIIIIIIIIIR©IIRIIDIIDIIRIIIIIIDDIIIIIIIIIIIIDIIpIIIIDRRIIIIIIRIIDIID©IIIIDIIIIRIIp,�"'".:� DOCIadOIIIIIIfladfldflflaagpflflIIflflRDnRRaaIIRdflaRIIDRnRIIRdnpdnCf�im. < QflfldapgflIIddIIDIIIIIIIIflgdpIIRDIIIIflgpRDQdaqRIIpRqaapIIRDRRpDp�'��. RRRDaIIRIIDRRRDRDRRRRIIRRaRDRRRIIRDRRDDIIRRRRIIRIIRRRRIIRRp'�- fl0l3IIC1dgflaaadQdIIDIIIIIIIIflIIIIIIIIRIInflaIIIIIIDdaaDIIDDnRDRndfldnA.��.} � l7flgdgaIIflIIOdDDIIIIIIqIIfldflpDRDdIIIIIIIIDRflaaIIRDIIIIqIIDIIRDRIIRDp��i� dddnddndDdd!lddndCldndddddddddddnQdddddQQddndnddQQdnC� �� aC1C1IIQOIIIIgagdCQIIagaaRaqfldqRDdaflIIaRRnaflDIIDIIQIIDRC�dRClna�. dflgCaflIIQaC1CIIDIIDDIIaIICRRDRIIaflIIRRDDflaflIIRDDIIaflRRRDRIIRDp�9�_ . ac°d©dnnQndQonandnnnancnonnnnannnnndnnndnQQdnddndnnanm� . oq©c©Q©dac°odoanpaQ°ofl�o©©o��°n6no°II©©�°afl°a°ao°a°a�°a�Q�©°aod��� ©IIpIIIIIIIIIIIIIIIIIIIIIIDIIIIIIpIIIIDIIIIIIRIIIIIIIIIIIIRIIIIIIIIIIRIIIIIIIIIIIIIIIIIIIIIIp'�"'Zi -�� ocdgaoaflaflfldnaaaaaaRagIIaaRRnaaqaRDdIIaDIIRIInRDRndadQc�. . ; .: t3IIaClaflIIflIIaflIIDDDIIflflIIQDDDRDflIIaIIRDRflIIflDIID©gflaRDRDRRRRRm� IIpIIIIIIIIIIIIRIIIIRDRIIIIII©DpRIIIIIIIIIIIIIIDIIflIIpIIIIIIpIIRIIIIIIIIDIIRIIIIRIIp�:'&�' ? ' . t�ddIId�laflgaadOLlgagIIqflaflaqandQflqIIIIIIIInaaapDRQRRRnnpddQ; 'L'"t39• _ paaQflaaflIIl�CRDRDRIIaaCRRDRRRaIIRRDDgIIdRIIRRaaIIIIRRDRIIIIDR��� . ©©pIIIIIIIIIIIIIIIIIIIIpIIpIIIIIIIIIIIIIIIIIIRIIIIIIpIIIIIIIIBppIIIIIIIIIIflIIIIIIIIIIIIIIp�'� . QCdIICIdIIgflflIIGlddagqqIIRqflIIIIIIRDnflqaqDIInflflDIIDRnIIDRdQIIQQ©C�Jii. DDaCaflgflat�CIIDRDIIaagdIIRIIRRaaqaRDDflIIflIIIIIIIIIIaflIIRRRRIIIIDR��� .. pIIIIIIIIpIIIIIIIIDpIIpIIIIRppDppIIpIIRDIIRIIIIIIIIDIIIIpIIIIIIflIIpIIpIIIIIIRIIfl� _ nddggQIIClgaqClCdflflaaflRIIaDaaRIIdaDqqRRdaaIIpR©dpIIIIQdRQQC'�. - : OflIIQaaaflIIOdRIIIIIIIIgflgdRRIIRpflflqRpIIDflIIaIIIIIIIIqflIIIIIIRqIIDp©dt�Q DIIIIRRIIIIIIDIIIIIIIIIIRIIDIIIIDIIRIIRDRBIIRIIRDIIIIIIIIRDIIIIIIDIIDRDRDIIIId�� 0 :. o©o■ o©maim floo©CC©©©©Docc©©©©©DODD©ODDC©�©©©Da©©©©©DC©DDacDaoQca��� •CDDCD©DDOflCDDDD©DDDR©©©©©©©©©©©©©©DD©©©DODO©DD©©©©©L�i- - 'aQQaQaQooaaaaaaaQaQaooQaaooaQaQaQaaaQcaaaoaaacaQaaam flflflOCfl00©©DCflfl©©©©©©DDD mamma DD©©©DC©OD©©DCfl©flan©aaa DDDflDDDDOflflDDDDDD©DflflDDDDD©DD©©©DODO©©©©©DD©©©DDD©DQ�1B- aQaaQQQaaaaQoaQaaaaaaaQcaaaoQaQcaaaQaaaaaaaaaaaaaaam flODfl©©DDOflflDDDDD©DDD©©©DD©©©DDD©©©©DD©©©©DDD©©©DDDDO. ©DDDflDflDflDDflDDDDDDflDflDDDDDDDDDDDDDDDDDDDDDflDDDDDDDflO DDflCCflDD©©OflflflOCDDOD©©DODDDC©DD®DDDDODDDDCDDDCCDQCQm�.. � flOaflaDD©©flflDDDDD000flDDDDDDDOflDflD©DDDDDDDDDflDDDDDDDfl °a'�1- ..CDDDCflDDD©©flflflDDDDODDOD©ODDC©©©©DDCDODDDDCDDDCCDCCQ��� fl00flDD000flflDDDODDODflflDDDDCD©DDDDDDDflDDDafl©flDDDDDDDD�- - �flDDO©D©D©©DD©DDDDD©fl©fl©fl©DDD©DDD©©DD©fl©D©DODO©Dfl©fly DCD©CCOCD©©Cflfl©DDDDDD©©DODD00DDODDCDODDDDCDDDCCD000��� CCDCOCODDCCDDDDDDDDCDDDDDDOCDDDDOCODDDDDDODDDDDDDDD�- . DDDDDDDDDD©©DDD©DDDDflDDDD©DDflDDDD©©©DDDDDDflDDDQDflDD Cflfl©DDDDD©OCCl7©©©DDD©©©DODDCODDODDCDODD©OCD©DCCDCCCL':�L1 CDDDDDDDDflflDDDDD©DOCDDDDDDDODDDDODDDDDDC©©flDD©DDD©D� < DDDDDDDDDDDDDDDDDDDDDDflDDDDDflDDDDDDDDDDDDDDDDDDDDDD�: flflfl©Cfl©DODOflflfl©DDDDDD©DDDDDCDDD©flDCCDDDDDCDDDCCDQCQm�B fl©©Cfl©©©©flC©©©DD©©DODDDDDDDDD©DD©DD©flD©DD©©DDD©©DD©!T^^- - - QQQaaaaaQaaQaaaaQaQcaaaaQQQaQoaaaoaaaaaoaaaaaaaaaaam CCCdCfl000DDCCflD©OCD©©©DDD©DD©©©©DDCODDDDDCfl©DCCDOCQCDaB C©©CDCDDOCCDDDDDODOCflDDDDDOCDDD©OCODDDDDOCflDDD©DDD© -�^- - . QQaCQCaCQCCQQaQCaQaCQCaaQaaaQaaaQCaaaCQaQCQaQCCQaCQm� oflfl0oc0©©©dflflC©©©©©©©©Da©©Do©©DDDDaOD©D©DOD©floc©aao flDDDDDDDOflflDDDDD©DDflDDDDD00©flDDDO©ODflDDDODDDDDDDDDfl��_ flD©©DDD©DDDRDDD©DDflDD©DDDDDDflDDDflDDDflDD©DDD©DDDDDDfl�'Si OCC©CC©©©©©CCC©©©©D©©DDD©DDD©DDCDDD©©DDDDDDDDCCDCCC��. - fl000flD©©©flflDDDDDO©DflDDDDDDODflDDDODOflDDDDODflDflDDDflDD� - - DflDDflDDDDDDDDDDDDDDDDDflDDDflDDDflDflDDDD©D©flDDDflDDDDDfl�' - , - . flflflOflflOD©©©flflflODOD©DDDOD©DDCODD©DDC©ODDDDCDDDCCDCCa flDOflOD00©flflDDDDD©©©DDDflDDDODDDDDOD©DDD©DD©flDDDDflDDfl��_ . - • ©©©©©©©DD©©DD©fl©D©©©fl©©©©DD©©DDDDDDD©©©©©©DD©DODO©0O' - - flflflOflflO©ODOflCflDODODDODDDODDl70CDODDCDODDDDCDDDCCDaCQ�� flOflflODDDflflflDDDDDDDOflDDflDDDODflDDDO©DDDDDDODflDflDDDDDD� B ©©©©©©D©D©DDDDDDD©D©fl©D©©©�Dfl©DODO©DD©©©©DD©DODO©DDD' CCflCCCDDDODCflflD0000DDDD©ODDCDDDODDCDDDDDDCDDDCCDaCQ CCCCDDOCCCCDDDDDOCflflDDDDDDOflDDDDDOCDDDDDDODDDDODDDD��j ODODDODC©DDCD©ODODDDODDDDDDDDDDDflDDDDDDDDDDDDDDDDDDm- flflfl©flflODODDflflfl©D©©DDD©OD©DDaflDODDDaDODDDDCflDI�CCflaCQ0�1�.. flDOflO©OCOflflDDDflDODOflflDDDD©DOflDDDO©ODDDDDODflDDDDDDDflm-� aQaoQaaoaoaoaaocaaacQaaaaocoaaocQaoocoaoaoQaQaCQaaam A� CflCOflflO©00DflflflODDDODDDDDOD000DDODDCDODDDDCflDDCCDaCC�7�� CDOCD©DCDflflDDDDDDDOCDDD©©©©DDD©DDDDDDDDDD©©DDDDD©DDS= . aaaaQaaaaaaaQaQaQaaaaaaaoaaaQaaaQaaflaaaaQaaaQaaaoaam - - flflCCCCDDOD©flflCDDDODDDODDDDDCDCDODDCDODDDDCDDDCCDaCC�B� CODCODDDOflflD00DDODDflflDDDflD©©flDDDOCODDDDDOCDDDDDDDDfl� DDflDDDDDDDDDDDDDDDflDDDDDDDDDODDDD©DDDDDDDDDD©DDDDDfl�"�- flflC©CCDDOCDafl0000©©©©0000©�CDDD©©DQDOD©DDC©©DaaDaaQ�. - fl0©fl000©OCflDDDDDDD©flflDDDDCODflDDDODDDDDDDDODDDDDDDDDLIIflriB. _ : �� DDDDflDDDDDDDDDDDDDfl�lflDDDDDDDflDDDDDDDDDDDfl©flDDD©flDDD■� - ooc©ooD©D©©vooOOD©ODD©©©D©Do0©D©©Do©DD©©Da©©DooDceo�. _ - flDOflO©D©OflflDflDDDODDODDDDD00©flDDDDDODDDflDODflDDDDDDD0C�i0 - � DDDDDDDDDDDDDDDDDDDDDDDD©DDDDDDDD©DDDDDDDDflD©DDD©DDS' flCCOflCDDO©OflflflDDODDDO©DDODDCDDODDDCDODDDDCflDDCCD000C�7. .. fl0000DDDOflCDDDDDODDflflDDDD00DDDDDDODDDDDDODDDDDDflDDD�O� CCCCCCDDDDOCCflO©D©DD©©ODODDCDDDDDDaO©DD©DCDDDCCDCCQD��� flDOfl©DDDOCC©0©©0D©Dfl©DDDR©DDDDDDDDD©DDDDDOD©DDDDflDD�= . DDDDDDDDDDDDDDDDDDDDflDDDDDDDflD©DDDDDDDDDD©DDDDDDDDD�- • ODQDQDDQDDDDDDDflflDDDflflflflQDDflflDDflDD©flDflDflflQflflflflflflDDflD � �d"�.©DQDDflflDDDflflDDQDDaDDDD0000flflDD©aaflflDflDQQOaaaflfl©a0fla m00aDaaDDDaDDQQ©flaDDflflflflaDDflflflflODflflflflflaaaflflflflflaaflaa0 O'QQDQDQDDDQQQDDDDDDDDDflflQDQDflflflflDDflflflflflflDflflflflflflflflDDD �d�GIDQQflflflQDflflflflflDQflaflflDDDaaflflflDDQaaflflflflDDQaaaaflflflaafl0 - �aaaQaaDDDaDDDDflflaQDflflflflaQDDflflflflDflflflflflaaaflflflflflaOflaaG _ OQDDDDDDDQDQDDDDDDDDDDDDDDDDDDDDDDDDflDDDQDDDDDDDflDDD ` - ©DDQDflDDQflflflflQDDflflflDDDDflflflflDDDDaaflflflQDDQaaaaflflflaflfla - - B�,DaaQaaDQDaDDDQflDaDDDflflflaDDflflflflflDflflflflflaaaflflflflflaaflaaa : :0',©DQQDDDQDDDQQDDDDDDDQDDDDDDDDDDDDQDQDDDQDDDQDDDDQQD ��: . -��QDDQDDDQDDflflDDQDDflflDDDDflflflDDDQDaflflflDQDDDaaflflDflflaflOa �aaaDaaDDDaQDDDflflaDQflflflflaDDflflQfl©QflflflflflaaOflflfldfla0flaaa OGIDDDDDDDQDDDDDDDQDDDQDDDDDDDDDDDQDDDQDDDDDDDDDDDDQQ ©DDDDDDDDflflDDDDDflflflDQDDflDflDQQQDaflflflDDDDDaaflflflflDaflfla O�DaaQaaDQDaDDDDflflaDDflflflflaDDflflflDflDflflflflflaaaflflflflflaGflaGa . - - 0'DDDQDDDDDDDDQDDQDQQDDDDDDDQQDDDDDDDDDDDDDDDDDDDDQDD DQQDDDDDflflflDDQDflDflDDDDflDflDDDDDaflflflDDDQDaaflflflflflaflfla ����naaQaaQDDaDDDDflflCDDflflflflaDDflflflflflDflflflflflOaaDflflflflaaflaaC onaoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaoaaaaaaaaaaa O�QDDQDDDDQflflflDDDDflDDDDDDflflflDDDDQOflflDDDDDDaaD©DflflaDflG � BJ�aaflDaDQQQQDQDflflaDDflflDflaDQDflflflflQflflflflQOaOflflflflfl00flOGG mDQD©DQflflflDDflflflflflDflflflaaODDflflaaaaflflaaaaaaaDflflaaaaflaaG ©flDQQaDflD000aDflD00aflflflDOflaaflflDDOflOaaflflDDOflflfl0a0flOflC ��aaQDaDDDQaDDDflflflaQflflflaaaDflflfla00©flflaaflflflOflflaDaflOaOflC i�©DDQDD©flDDDDflflDDDDDOflaflDflflflflaa0flflaaa00Dflflflflaaa©fla0© O�QDflDaaflflDaaaaDDDflflODDD000agDflflD000a0flflDDOflflflflaaflOGD �DaDOaDDQflaDDDDDDaDflDflODaDDflfloaODDflaaflfl00flflaDaflaaCGfl _ 8�C�'©DDDDDDDflQDDflflflflDDflflflflflDDDflflflflOflflflflflflflflflflflflflflflDDflflD - �'©flDQaflflflQOaaflDflDflaOflflQDflaaflDflDDOflOaflDflDD00Dafla000GC �'DaDQaDDDDaDDDDflflaDflflflflflaQDflflflaaDflflaaaaDaflflOaaaDaaGQ , BB�OODDQDDDDDDDDDDDDDDDDDDflDQDDDDflDDDDflflflDDDDflDflflDDflDQD � ,©DDQDDDDQflDDflQQDaaDflDQDaaflflflQDDflaOflflDDDQflOflOaflflflODG ��aaQaDDQDaDDDQflflaQQflflflDaDDflflflflflDflflflaaDaaflflflaaaaaaOG ©DDDDDDDDDDDDDDDQDDDDDDDDDDDDDQDDDDDQDDDDDDDDDDDDQD ©QDDflDDDDOflflflQQDaflflDDQDflaDflDDDDaaDflDDDDDaaDaafl©aaDO ��DaaaQaaQDDaQDDDflflaDDflflflDaDDflDflDflDflflflflaaaaflflflflaaDaaaa ���QDDDDDDDDDDDDDQQDDDQDDDDDDDDDDQDQQDDDDDDDDDDDDQDQDQ �©DDDQDDDDDflflDDDDODDGIDDQOflDDDDDDaODflDDDD©DaaDflflflaOflG �DaaD00DDDa©DDDOflODDDflflfldDDflflflflflDflflfl©DOaaO©DflflaOflGGG �Daaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa0aa0G ©DDDDDDQQDflDDDDQDflflDDDQflDflDDDQQaflflflQQDDQaaflflflDflaDdC .D�QaaQaaDDQaDDQDflflaDDflflflDaDDflflflflflDflflDflflaaaflflflQfl0afla0a .mQDDQDQDflflDDDflDflflDDflflflOflDflODflflflflDflflflflaflfl©flD©©OflflflDaD ©flDQaDflDDaaOflflflDaaaflflDDaflOflflflDQflOaaflDflDD00flaaaflflaaC B�paDDGDDDDaDQDDflflaDDflflflflaQDflflflflaDflflflaaaaaflflflflaaaaaQa 0©DDQDDDflflDDDflDflflDDflflDflDDDflflflflflflflflflflflDflDflflflflDflflflflfl© ���©DDDaflDDQaaOQflflDaaaflDDQdOaflflflDQDOflaflDDDQflOflaaaflfl0o0 'DaDQaDQDDaQDDDflflaDDflQDflaDDflflflflflDflflflaDOaQflDflaOaaaaCO OQDQQDDDDDDDDDflDDDDDDflflflDDDDDDfl©DflDflfl©QflflflflflDDDflDflDD DmQD©DflflflDDaaflflDDDaaflflQDDaaDflDDDQOaaflflflDDQ�flflaaflflflaaC EQ7aaaQaaDDDaDDDDDflaQDflflDDaDDflflDflflDflflflaaaaDflflflaDaDaDOG:. E',�©QQDQDDDQDDDDQQDDDDDDDQQDDDQQDQDQDDDDDDDDDDDDDDDDDD ©QQDflflDDDflflflflDDDaflflCIDDDaaflflDDDDaaflfl©DDD©aaaaQDfl00fl0 ����CaaQaaDDDaQQDDDDaDDflflflDaDDflflDQflQDflflflDaaaflflDflaaDaaGO ���7DDDDDDDDDDDDDDDDDDDQDDDDDDDDDDQDDDDDDDDQDDDDDDDDDDD d'C�`�©DDQflDDDDflflflDDDDflflflDDDDaflflDDDDD aflDflQDDDQOaaflflfl©aflfla �aaaQaaQDDaDQDDflDaDDDflflflaDDflflDD©DflflflflflaaaflflflflDaaflaaa ODDDDDDDDDDDDDDDDDDDDDDDDDQDDDDQQDDDDDDDDDDDDDDQDDDD ��DDDDDDDDDQQDDQDDflflflDDDQflDDDDDQDaDDflDDDDDaaflDflflflt7Dfla• 6'L�7CDaDCaDQQDQQDDflflaDDDflflflaDDDfl©flflDflflDO©ODOflflflflflaOflDCC ooaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaall. r ©QDQDDDDDflDflDDDQDflflDDDDDflDDQDDDaDDDDQDDQOaflDDDOaDfla' HUB Ono ��;DaaDaaDDQaDDDDflDaQDDQflflaQDflflflflflDflflflflfladaflflflflDaaflaaa 3.500• 3.500 3.500 3.500' .062• -��+- .062• ��- .062- -�i� .062- � • .666. 1184' I 1��1.483' ta� 1A83' D 1.483 1A63• .070 W I,r�171 . 1 �]I-J��❑_J_ Lt��4o L_J❑ ���JJ �-❑� �J-__.1��� Irl 715' f� 070 J_ I o 0 I U ou �11 i1?J 810'Vu 150 .625 O ,-CHANNEL FRAME '525' Q FLANGE FRAME O HEADlJAMB O EQUAL LG FRAME I LIGHT SASH HD SASH 1.375 O HEAD/JAMB O HEAD/JAMB 1.375' 3 4 JE 1 OREINFORCEMENT 25 REINFORCEMENT 3.483' -►I 3A8r -YI 3.483' J-.070' •-�{ 1.182' I- ,070 -4- 3.483' --���- .082' -►��+- .062• 4 -- .08Y j- r, - .062. .791' 1.036' 1.041• 1 .130' 2A44' 2444' 2444'. 2.444' '� 1.331' �� 1.340'� RREINFORC M 27 REWFORCEMENTSTANDARD HD MEETING LREINFORCEMENT off❑ .525' JLHANNEL '525' FLANGE 1.375 O SRL RAMS O FEQUALLEG RAME SILL 1.375 O FRAME SILL r O FRAME SILL 7 5 I 1.8727 1.641' TS .065 o a� .065' 1.3� � 1215 .974' � 1.375 � 1 � 2.100• � 2.170 H 1.472' � {�- 1.5651.630 �T-i :I i.590 .471 1��J}�590• .347'.035' 355' 070 .050 .070 .050 FIXED 1 1 000' IL BALANCE .06TSASH STOP L LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER APPMW as complying with ih• Rodd B�din e R r) '-I AN LYP1N r7j7i Revraed W. Date. Redaron: Miami Dade Prodnd Connd .8804• .175' .316' .300• \ �ON\CENS ( � 0y I�.754' .750 P:' '•. aeHaed t1y: Dote: Revision: �f T fr.: N0.58705 ,035 --►�-� .025' -} - ® Descdpfrom ofoam BD: WINDOW EXTRUSIONS J ROSOWSKI LAMI IG EXTRUDED ROLLED /1' 61 0 -� ►S : BEADING SCREEN FRAME SCREEN FRAME •, S A E F (V. 1070 TECHNOLOGY DRIVE nife: Date.. 1� FCORIDp .•'y\`�: N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i7 rs�VIVA1..EN�� (041)-480-1600 Serres/kodel• Scab: Sheat: DroMng No. R- A UP.E9M141158PF• CERT. OF AUM. /29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.EH58705 TABLE 12: TABLE 12,CONT.: Bill of Material Bill of Material,cont. # Part# Description Material # Pert# Description Material 1 620101 Single Hung Frame ea ambo-J-Channel PVC 5 9 A o ock echanism Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 7201950 Auto Lock Cover Assembly Cost Zinc 4 620104 Single Hung Frame Head&Jambs-Equal LegrBox PVC 48 76X118OP7X#e x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 72020D Auto and Sweep Lock Keeper Cast Zinc 6 620108 SH/DH Frame Sill-Flange PVC 60 ?78X34PPA #8 x 3/4'PH.PH SDS(Keeper Screw SS 7 620107 SHIDH Frame Sill-Fin PVC 61 1 420161 UR 113sveled Tilt Latch Comer Key PVC 8 1 620108 ISHJDH Frame Sill-Equal LegfBox PVC 62 420182 UR Pull Reil Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 76UPHFL #6 x 3/4'Ph.FH SDS(Comer Key Screw) SS 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"TiN Latch Spring SS 19 620158 PL41 Rall Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 620157 Beveled Interlock 6005 T5 Al 69 420180 Piot Bar Comer Key PVC 221 620145 IBeveled Interlock Cover PVC 60 720206 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 All 63 720191 Sash Pug Handle Cast Zinc 25 620152. HD Sash Reinforcement 6063 T6 At 64 720184 Sash Pug Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rall Reinforcement 6005 T5 AI BB 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?78588 fib x 616"Ph.FH SMS(Strike Plate Screw) SS 31 BQ300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 721 720135 Leml I.G.Bead PVC 32 61719 Weatherstrip,.187°x.220"PoiyPile 74 19ackbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220"Flnseal 75 7164ON Setting Block(71W x 1"x 1/89),85+1-6 duro. EPDM 35 78XIMTTr #8 x V Ph.PH SDS(Interlock Mounting Screw) 78 Quanex SuperSpacer nXrwith Hot Melt Butyl Composite 36 76X3THPX #8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 3S 77 Quenex Dureaeal Spacer Composite 37 71669SP Meeting Rail Screw Support Plata 6063 76 At 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720)X100( Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 #8 x314"Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGL821 Screen Comer Key for Extruded Frame X4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X 2 PVC 43 720205 Spiral Balance Shoe Nylon 84 47041 Screen Comer Key without Pull Ring X 2 PVC 44 17BX114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 65 7CASPM Tension Spring SS 88 8181BC48 Screen Cloth Flbwgiasa 87 61835/61814 .140"Screen Spline(Machine/Hand Roiled) Vinyl 1ppmnd of campiying whh M• I'larlda U Jin ode mia � 20t \`.` ON M/�`i�./ RaNaod By Dote: RMn7on: NQA � 1.\GENS Al?Omnlade ProdaD aRWsed 8y: Dote: Revhlan: li _ N0.5870Zi DeaMpBen: Drown 8y: '. BILL OF MATERIAL BOM J ROSOWSKI 0% ST TE T. (UU` (� '4OR1UN.•'•\ �� 1070 TECHNOLOGY DRIVE 71116: Wte: NOTES: %ss�U•�•• ANG N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-16GO 1)PVC BY ROYAL WINDOW AND ODOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. I I I I I+L 111 \ Seda/Nadet Scots Shah DrowLg No. Rev: 2)ITEMS 9 9-13.15,24.28.29.34.39.61.62.6a-71.73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A L PN MS�R,P.E. CERT.OF AUIH.129296 SH-5500 NTS 12 OF 13 MD-SH5500-01 OPT.SWEEP LOCK 48 OPT.AUTO LOCK 20 47 I57 OR&60 �T 48 Oo 51OR 52 t 1 I 45 � 55 t i O OPT.PULL RAIL - i I t 22 82 ORO 19 INTERLOCK& \\ o COVER 56 I O 66 87 35 1 \ 50 I BEVELED �1I MITERED FRAME WITH 21 INTERLOCK \- INTERIOR AND EXTERIOR 16 i 'o &COVER FRAME WELDS 49 O 54 t 72 X4 1663 - BO OR 61 ` 14 � StOsa�-----.-_._,.- :� -•'� SCREEN a.(1aC"Es 60 OPT.PULL HANDLE ASSEMBLY 1p 64 WITH LATCH DETAILS 41 ° 40 BOA N�S4TAETFORCE 1• \ 85 16 82 OR OR 83 \\ / �` — OPT.PULL +40 OR 43 42 43 SPIRAL BALANCE HANDLE \� p 63 67 16 ` - MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS DETAILS •` rG A / - '• EXTERIOR � 53 • pri ` iY --••--- - 5 - - - A7TACHfdT Fl Pdvcd aal—PWta8 w116 thf `�• ---- �BALAIYCE_'_ 53 - / Data ng a p Iltttt!! _ — -- --- - _ - 5 NOAM FRAME ��� oN( LYNN M�%� Re Heed By: Date: RevFe(on: 811em1Dade P a on ASSEMBLY �a'�•.......... 6 P. F '•.9 Y. DETAILS •-� Rawsed ey: Date: Rev(eron: o it _ No .58705 _ •.�_ .ro .- ® Desertptfon: Drown ar EXTERIOR -\` ='A 7 Fl lS ,J� EXPLODED ASSEMBLY J ROSOWSKI NOTES: SOT•.- STA EDP (V` (� F�ORIOP.•'•�C�� 1 N0VE TECHNOLOGY 34275 Title: Dote: 11)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �� S ... G,• SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS-41&5.OTHER FRAME TYPES APPLY. ����S�ONAI•FN��� (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. /!! ` Sadea/Modah Sesta: Sheet: Drawing No. Rar. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LY�I�itALLLER•P.E. CERT. OF RUTH. X29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 P."68106 Nil* MIAMI. ADE,` MIAMI-DADS COUNTY M0 i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND 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.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(hi 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 immedi Leiy revoke, modify, or su Vend 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 i through 18 of 18,dated 05115/15,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, 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 tiled 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'literat re, 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 MfAtrtIDADECOU j��j� Expiration Date: September 24,2020 1 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 201-44 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 FSC, 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 Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h 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- 03.10 .E. Product Controler 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 "Butacite0 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" 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 P. 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-5t11 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. Manuel re ,P.E. Product ContrE. miner NOA No. -0903.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE 2-5 ANCHORS,SEE LEVEL,SEE SHEETS&8 IMPACT RESISTANT CLUSTER DETAILS SHEET 5 12.3/4'MAX.O.C. 1-114' $EE SHEETS 8'MAIC. 1�—�••_ r,_..�B, SEE MAX. OAS r._.�D.SEE 2-6 ANCHORS,SEE CLUSTER 15.85' 18.84'MAX.O,C. SHEETS SHEEi4 BaETAILS SHEEMAX. HT-5 ----MAX O.C. r�• B,SEE yy SHEETS S EETA. 3�—_ —._ 10°MAX^ i SHEET 4'� _ 10'MAX. I 19' C.SEE I J '7� I A i C SHEET31 i E EQUALLY / MAX.O.C. 72' MAX, 83' MAXPACED a �BUCK . / / EQUALLY BUCK MAX. ANCHORSPER / /. I •� I HEIGHT SPACED / / / BUCK TABLES 17.27 , HEIGHT T ANCHORS PER / SEE T I TABHEIGHT 17-27 / / / ! SHEETS JJJ 1 9-16 I I 1s.9r O X O X X O X MAX I MAx oc. 6. — — 6.MAX SEE SIU. SSE SILL _. WEEESLE WEEPHOLE SEE SILL - 8 DETAILS, L.E C. 3'MAX — DETARS 7ETWEEN 3'MAX WEEPFiOLE 4'O.C.BETWEEN _ 3.S TAILS, EN --►{ LSHEET4 BL_ DETAILS wEEPHOLES ES B ED SHEETS 140'MAX.BUCK WIDTH 75'MAX.BUCK WIDTH MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES'SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDNGTHE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ME NOT REQUIRED WHEN USED N WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MWM-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH"N.K61 PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 14M THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 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 GENERAL NOTES.. _.•••_ AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). .. 1 ELEVATIONS 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL$E BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS .................................1 SHOULD BE S�ALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE ONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS BANCHOR 6)1/4'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS................__...._...2 INSTALLATION,FLANGE& . 7)DESIGN PRESSURES: / EQUAL LEGIBOX......_._.....3 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD$CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL...................4 GLAZING DETAILS THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSUREESS...................9-8 ...._.............5 SHALL MEET E REQUIREMENTS OF THE FLORIDA BUILDING CODE OR CORROSION E$ISTANCE. t}I ANCHOR QUANTITIES......,.._...19.16 7 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES 8 BOM.._17 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSIIAF&PA NPS&ALUMINUM DESIGN MANUAL ASSEMBLY....._._._._-_......:,......18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL. ♦orW!- as mmp1d rIHY Itto Fbrlda oWl �C d .Dole USER INSTRUCTIONS: I I I I I I NOAd 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7, �� LYNIV // ReNeed By. Dote: Revision: Miami Dade Produce Coob+el 2)KNOWING YOUR FE TYPE.WINDOW CONFIGURATION(OX,XO.XCX).SIZE.GLAZING REINFORCEMENT LEVEML.DETERMINE YOUR WINDOVVS DESIGN N PE SU E REQUIREMENT FOR THE WINDOW OPENING EN NG USING \��'� .10EN FM/I�F.P� TABLES 6-16(SHEETS 648).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING P:' Rmisad t1y: Date: Revision- OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. No.58705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION _ CONDITIONS - 1J /f 0`°wn By° 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHORISUBSTRATE WILL MEET �'l. GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET ,�, •. 4 r �- w; SET ARE MET. O S7 TE F •w; 1070 TECHNOLOGY DRIVE Title: 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LECs INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. %T�'•.;°[ORIOP••'G���� N.VENICE' F134275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. i�SSS/. """ �� P.O. BOX 1529 �NA� ��� NOKOMIS:FL 34274 se ies/1lodel: swie: Shut: Droving No. Raw. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A•LVNd I,(RiER,P.E. INTEGRAL FIN OR EQUAL LEGIBOX).SEE FIGURE B ON SHEET2 P,fJJ 58705 CERT. OF Am. p29296 HR-5510 NTS 1 OF 18 MD-HR5510-01 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Intortor) Frame Glass Typo installation TypesOptionsConditionsSubsists option Detail Sheat 5 718°Laminated LG:1/8•A Extedor t ap+7/18°Air Space+5/16'Lamblated;(2)Utes of i/8"A Glass with.080"PVB interlayer V (sae Fig B) (see Table 1) 6 118°Laminated I.G.:118°T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Liles of 1/8'A Glass with.090'PVB Interlayer Through the into 2X Wood Frame/Suckstdp-sheet 4,option 5 7 7/8'Laminated i.G.:3116`A Extedor Cap+318'Air Space+5/18'Laminated;(2)Utes of 118"A Glass with.090'PVB Inteda er option 8 y J-Channat 1 4 hstegrat tin.-.... ....into Mata(-afiaet 4, 8 118°Laminated LG.:3116'T Extedor,Cap+3/8"Air Space+5/161 Laminated;(2)Liles of 118"A Glass Wilt,09o'PVB Interlayer (#t) Through the tame .,..Into 2X Wood Framel8uckstrip-sheet 4,option 6 ...... 10 718°Laminated LG.:118°T Exterior Cap+7118"Air Space+5/16 Laminated;(2)Utes of 118'H Glass with ofthe window ,•,.into Metal-sheet 4.option 7:000"SG Interlayer ..„Into 2X Wood Frome/DuckeMp-sheet 3,option 1 11 118”Laminated I.G.:3/16•A Extedor Cap+3181 Air Space+5116"Laminated;(2)Utes of 118"H Glass with.000'SG tnteriayer Flange Through the fame.,..Into Goncmte1CMU-sheet 3,option 2 12 118'Laminated I.G.:3116'T Extedor,Cap+31W Air Space+5116°(aminated;(2)Liles of 118'H Glass with.090"SG Interlayer (rig) 1-4 of the window ....through 1XBuckstrip into ConcretarCMU-sheet 3,option 3 14 7/8°Laminated I.G.:f!8'T Exterior Cap+5116"Air Space+7116"Laminated;(2)Was of 3116"A Glass with.490'SG Interlayer ....Into Metal-sheet 3,option 4 15 718"Laminated I.G.:3116'A Extedor Cap+114"Atr Space+7/16'Laminated,(2)Utes of 3/i6"A Glass with.090"SG Interlayer Through the ....tato 2X Wood Frema/SWkstdp-sheet 4,option 5 Integra!Fin integral fln...... talo Metal.sheet 4,option 8 16 7/8'Laminated I.G.:3116`T Exterior Cap+V4"Air Space+7116°tamlnated;(2)Liles of 3116"A Glass With.090•SG Intedayer 1-4 6EE SHEET B,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE INDEX. - (03) Through the tame. .into 2X Wood Frame/Buckstdp-sheet 4,option B ottho whdaw.......-..into Metal-sheet 4.option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE PITAME MAYCLASSN TYPES 5.7,11 T&16HE ....into 2X Wood Fame/Buckotdp-sheet 3,option 1 Mln,Edge Mtn. MAY NOT BE USED IN THE Box/ Through the fame....into ConoatetCMU-Sheet 3,option 2 Group Anchor Substrate Distance Embedment' HVHZ ABOVE 30'. Eq{al--Leg 1-4 of the window.........,tkough 1XBuckatdp Inip CorlcrotelCMU-sheet 3,option 3 P.T.Southern Pine(SG--0.55F 7 16' 1 8 ..into Metal-sheet 3,option 4 #l, SMS Steef,A36` 318° 0.054" 'MIN. D 3 THREADS (steel,18$S.S, BEYOND THE METAL Steel Stud,A653 Gr.331 3/8" 0.0451"(18 Ga.) suesTRATE.FOR A of 430 S.S.) Aluminum,6063.75" 318' 0,050" STEEL STUDS, FIGURE 8:FRAME TYPES 'A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1,318• MIN.Fu-45 KSI& 'M=HEAT STRENGTHENED MIN.Fy-33 KSI. T=TEMPERED 3116•steel Ulttaeon Concrete(min.2.85 kat) 1' 13/e" •PVB•=.090'BUTACFrE0 PVB Ungmuted CMU,(ASTM C-90) 2-112" 14W 'UNGROUTED CMU* 2 I BY KURARAY AMERICA,INC. P.T.Southem Pine(SG=0.55) 0116' 1,3/8" VALUES MAY BE #12 SMS USED FOR GROUTED - 'SG•=.090'SENTRYGLASO Steel,A3li 318° 0.050° CMU APPLICATIONS. INTERLAYERBYKURARAY 8 (steel,18 8 S.S. Steei Stud,A653 Or.33` 3/8' 0.045(' 18 Ga. FLANGE . EQUAL- AMERICA INC. at 410 S.S.} ( ) INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS-. Aluminum,8063-T5` 31B' 0.063" Concrete(min.2.85 ksi} 1" 1.314` i)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON 1i4"steel Uitracon TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE C Ungrouted CMU,(ASTM Com) 2-112' 1-114" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114"steel Creteflex Concrete(min.3.35 ksl) 1' 73/4` USED ON ANY SIDE OF THE WINDOW. 1/4'steel Ultracon Concrete(min.2.85 ksi} 2-1/2• 13/4" 114"steel Ultracon P.T.Soulhem Pine(SG=0.55) 1" 1.318+ 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 14/2"THICK ARE TO 1 Q 114" 2-11T Crelettex Concrete(min.3.35 ksI) 2-1YP 1-314" BE CONSIDERED 1x INSTALLATiONs.1X WOOD BUCKS ARE 3 Ungrouted_CMU,(ASTM C-90) 2-112" 1-114" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL. INTEGRAL D 114"Steel Creteflex SUCKS DEPICTED AS 2X ARE 1-0/2•THICK OR GREATER.JX AND 2X FIN P.T.Southern Pine(SG=0.55) 1' 1 3/8" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 114"steel Aggr&Gator Concrete(min.3.275 ksi) 1-1/2" 13/8" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 1/4"steel Aggre-Gator P•T.Southern Pine SG--0.85 1' 1 8" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Grouted CMU,(ASTM C-90) 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. xppraved aevmpiying Wilk t5• {iia0p Anchor Substrate MILL Edge od 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. Florida rLla Distance EmbadmenC 0 E 2-117'x.131'Common Halt P.T.Southern Pine(SG=0.55) 318° 2-7118• Revised ay: nose Rerraiom Nona 2112 Ring-shank Roofing Nall P.T.Southern Pine(SG=0.55) 3/8' 2.7/18" `\�.��Qy�t t YNN' /11� mt a Pradaa "Ira' B P.T.Southern Pure(SG 0.55) 112 1318" ytCENSg p y #10 Trusehead SMS Q Rarvraed ay pore ReHaran: Aluminum,60_83-T5` 318' _ 0.050' '1r (steel,18.8 S.S. -- _ No.56705 Steel Stud,4t.33' 318' 0.0451"(18 Ga.) a'410 S.S.) 'MIN.OF 3 — = in Deeedptlon: Drown By: F Stoat,A36` 318' o-�" THREADS BEYOND �� 0,111 S / GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=0.55) 0116" 1318" #12 SMSTHE METAL ��{}•'•, F bj 1470 TECHNOLOGY DRIVE Atte: Dom; (steel,tab S.S. � inum6063-TS' 3/B• _0.063` SUBSTRATE.FOR - T ��oRtoP ,. �c N.VENICE,R.34275 HORIZONTAL ROLLER-LM 05/16/15 Steel Stud,Gr.33' 3i8' g, c� STEEL STUDS, �,�C��+�' C9��` P.O.BOX 1528 Dr 410$.S.) —. MIN.Fu=45 KS18 �i ��/pN••4•� .� NOKOMIS;FL 34274 Steel,A38' 318" 0.050" MIN.Fy=33 KSI. is LYp{ry (ghaR P.E. Sarea/Model• Scele Sheet: prowrng Ro, R„ PE.a 58705 CERT.OF AM.#20296 HR-5590 NTS 2 OF 18 MD-HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTYPE, INSTALLATION 21 OROO 23 ANUCKSTRTHROUGONCRET AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO ,SHEETTE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. ANCHORED THROU('H TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL 'XO"OR"OX"SASH 1/4"MAX SHIM EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4'MAX.SHIM 19 16 30 16 29 28 SEE NOTE 2,SHEET 7 13 OPERABLE EDGE FLANGE EMBEDMENT #10 OR 012 STEEL (� 20 40 SASH o r � DISTANCE FRAME SMS(G5),SEE u 37-39 - - SHOWNI I TABLE 2,SHEET 2. LJL U 2� 29 //�� TYRANCHORTYPE,1/4'MAX SHIM FIXED 47 `' o ❑ 11 EMBEDMENTAND 2 I I PP EDGE DISTANCE PER LITE 111 VISIBLE ❑ SUBSTRATE,SEE LIGHTWIDTH TABLE 2,SHEET 2. 72 0 O 65 87 o 4 DADE APPROVED MULLION, o I -J 42 0 29 FBC COMPLIANT O0 VISIBLE I EXTERIOR '•• ALUMINUMISTEEL FRAMING FLANGE LIGHT WIDTH EQUAL OR STEEL STUD.MAY BE FRAME 72 24 OR 25 OR 26 14ID 4 LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN FRAME 43 (1)3-12'FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6S)TYPICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF HEIGHT TABLE 2,SHEET 2 'XO"OR'OX"FIXED MEETING RAIL BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A(OX) 22 pR 23 BUCK 28 30 16 19 16 (SEE SHEETS 6.8)TYPICAL HEIGHT EXTERIOR 4 OPERABLE 20 OPERABLE 43 FOR ALL'XOX"SASH OPERABLE oSASH 40 - o SASH o VISIBLE SASH 3759 O23 21 OROR LIGHT O❑ I (SEE SHEETS B-8) HEIGHT I; ;`1 28 ILL,! TYPICAL FOR ! a - 41 a o ❑ FIXED ALL SASH ..L 16 I I _ I VISIBLE I _ LITE o Z� 1 VISIBLE O6 ,fir 47 ❑� 111 LIGHTWIDTH UGHTWIDTH 29 FLANGE OFT. 81 I o '� FRAME ' WEEP 29 ti 16 SHOWN 87 85 C_��_�e — JL_ 0 NOTCHES 80 OD 42 BLE EXTERIOR 314"X114'- 1-1/4'X 4' 25 OR 28 LIGHTVISWIDTH72 14 1-1/4'X 7/4• 34 I 4 — 2 (SEE SHEETS 68)TYPICAL FOR 4 ALL"XOX'FIXED MEETING RAIL 33 7/4•MAX I BUCK WIDTH SHIM EQUAL-LEG Ft ddn d m eomplyinL lrlli lG� HORIZONTAL SECTION E-E VE SFRAMEHOWN Fladdq idN to INSTALLATION AS PER SECTION A-A ABOVE SHOWN Dat¢ EQUAL LEG —1—'7' NOAH FRAME SHOWN 1 T \ ��ON.( LYNN M��` �'' Rrrvtsed By. Date: Revlstoraaw1D eP"odoel rol EMBEDMENT INSTALLATION P��,.''��cENSF'•6p OPTION 2 ReHe.d Br Date: Revleloa ANCHORED THROUGH ;�' a".. ',a .,;` ,... �.; ir:: No.58705 •.7f FRAME DIRECTLY INTO : = ® DeacdpNoa: thaxa�' CONCRETECMU. EDGE DISTANCE 1 VISIBLE LIGHT FORMULAS =v - q = FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHORTYPE, 1 I- I 4l EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) ��C) STATE F :•W 1070 TECHNOLOGY DRIVE TRIG., OaN: DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2-4-114" ���''•PCORIO?;.•'•G��� N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/16/16 SEE TABLE 2,SHEET 2 SECTION B-B HEIGHT:BUCK HEIGHT-7-1/4' /��SQ�O � P.O.NO ,O R-134274 NAI. Sedes/NodaL Srno: Sheet O oMnq No. Rew A.LYt•1NMICLE�R,P.E. CERT. OF RUTH. #29296 HR-5510 NlTS 3 OF 18 MD-HR5510-01 P.E.0667Q5 4'MAX.O.C. —►I — � 7/8'NO � —�{ 718'NO � � 7/8'NOM. � -+{ 7/8'NOM. �+-• 5/16"A/A PVB 5/16"A/A PVBI 5/16"A/A PVB 5/16"A/A PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 11W A GLASS 1/8"T GLASS 3/16"A_GLASS 3/18"T_GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR— SUPERSPACER OR a•MAX.O.C. —►I r-- . CARDINAL SPACER I VN 11 CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 j/ 11—Y —I 718'NOM. 7/8•NOM. 7/B'NOM. --�{ 71WW O.M. 5116"H/H SG 5116"H/H SG 5/16"H/H SG 7/16"AIA SG 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 4-ANCHOR CLUSTER DETAIL 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS 1/8"T GLASS a <:]a EXTERIOR a EXTERIOR I,, EXTERIOR a'MAX.O.C. —►I I DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 �-{ 7/8'NOM, 718'NOM. 3-ANCHOR CLUSTER DETAIL oR n R 78 BI E� 78 GLAss 7/16"A/A SG 7/16"AIA SG 8'MAXOEXTERIOR 72 74 114"AIR SPACE 1/4"AIR SPACE .0 a•MIN.O.. C.. � � 3/16"A GLASS 3/16"T GLASS ° 28 a EXTERIOR a EXTERIOR 29 IJ 76 DURASEAL, DURASEAL, 29 SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER ♦pproved w comP1Y�8 wllh Im GLASS TYPE 15 GLASS TYPE 16 norM uldl c e nme ❑a M w 2-ANCHOR CLUSTER DETAIL �.� (LYNNy1j�i� Revised W. Dote: Revision: MamlDaeProdu<IControl `. �pN.. 2� '.� Bs,. '"•' • .. .. Q r• �TCENS, '•.F.p r'e`*J1 Revised 8y: Dote: Rovlelon: U TYP.GLAZING DETAIL `�:` No.58705 'x GLASS TYPES 5,7, 11 ,7,11 815 GLAZING NOTES: - �15 Description: DiannMAY NOT BE USEDIN THE A•=ANNEALED = - GLAZING DETAILS J ROSOWSKI HVHZABOVE30'. 'H•=HEAT STRENGTHENED T=TEMPERED �() •, � 1070 TECHNOLOGY DRIVE Tille: Dote: GLASS TYPES 10.12814-16 •PVB'=.oso•BurAcrrE®PVB BY KURARAY AMERICA,INC. l/�(�SS'FL`\A �C9?� N'ppleoxFIi 324275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 MAY NOT BE USED WITH 'SG'_.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA.INC. civ I L NOK.O. B, FL 34274 Saries/Model: Scale: Sheet: Dmefng N. Rer. FINJ-CFRAMES INTEGRAL FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1,SHEET 2. rl�ILYNN�61111�R,P.E PF-#58705 CERT.OF AM. X29296 HR-5510 NTS 1 5 OF 18 MD-HR5510-01 TABLE 8: Glans Types Design Pressure(IbslFtz) 5-e for XO or OX Windows ReIM Le1el R3 All Buck Heights up to 63' Ali Buck Widths HEADER up to 75' +501-50 SEE TABLE 19 FOR ANCHORAGE TABLE 9. Glese Types •Design Pressure(ibaKe)for XOX D 22 5-8 Sash Sash Width Windows Reint.Latet Configuration Ranp(in) Window Buck Height SASH R3 4B' 1 54• 1 63' HEIGHT 35.114' y%-% 11.391-11.391 +50.0 50.0 1+50.0 %0 +50.0 -50.0 36• %-Y.-Y. 12.308-12.308 +50.0 -50.0 1+50.0 5D.0 +5D.0 •50.0 22 45-118• 1+-'%-y 11.391-13.397 +50.0 50.0 +58.0 50.0 +50.0 50.0 X-y-'/e 113.398-14.683 +50.0 %0 +50,0 50.0 +50.0 50.0 4714 11.391-122M +50.0 %0 +50.0 50.0 +50.0 50.0 Y-3.-'rS 1zz9e-ta556 +50.0 50.0 +so.o so.o «5ao so.o ¢� Custom 11.391-12.070 +5D.0 500 +50.0 50.0 +50.0 56.0 SILL f 52-IIW Y4-%-Y4 12.017.13.397 +5D.0 58.0 +50.0 50.0 +50.0 50.0 o y %-%-a% 13.398.17.016 +50.0 50.0 +50.0 -50.0 +50.0 50.0 11 Do Custom 11.391-13.397 +50.0 50.0 +50.0 .50.0 +50.0 50.0 , SASH WIDTH b 66• y % 13.398-15.360 +50.0 50.0 +58.0 -50.0 +50.0 .50.0 +%y%-% 15.361-19.641 +50.0 50.0 +50.0 50.0 +50.0 50.0 Custom 11.391-13.397 +50.0 -%0 +50.0 50.0 +50.0 50.0 (J o o MEETING RAIL 75' 13.398-19.110 +Mil) 460 +50.0 50.0 +50.0 50.0 25 Yi_%_% 19.111-24.641 +50.0 %0 •50.0 40.0 +50.0 .50.0 - Custom 18.360.19.397.. +510 %0 +50.0 540 +4%V AA 1' 22 22 0 96° y Y 19.393-24.360 +50.0 50.0 +50.0 •50.0 +50.0 50.0 JAMB eER %-Ya-% 24.381-30.36D +50A 400 +50.0 .50.0 +50.0 50.0 rT 0 V 120^ 15•�-� -30.380 +5b.0 -50.0 +50.0 50.0 *441' -49.1• • •+50150 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE •'MIN.SASH SIZE=WVINDOW WIDTH-5928 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN W FIGURES APPLY TO ALL Approved aa aompRllaiwtlY FRAME TYPES 6 Florida I C CONFIGURATIONS) lute 1'IOAN . fox 1-YNN ildWii Revised 89: onto: RmWon: 111 mltJade fro INI!! �'��.•'\\CENSE'•.F� �: RMoed By: Gale: Rerlelon: Q 't' No.58705 �- _ ® Deacwlptlon: Oman ey. NOTES: = a`• q 171$ t�_= DESIGN PRESSURE TABLES J ROSOWSKI Do 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %�0'•- sir TE F r��� 1070 TECHNOLOGY DRIVE Rhe: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE 'C FCORIOP.•'Gam,. N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 4)1412 l4529 -AND-S NOT 1/3-131/3•IINDICATE THAT THOSE STANDARD SASH CON FIGURATIONS FALL WITHW THE SASH WIDTH ,ND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '/� '9/0NA% C, \` NOKOMIS.*FL134274 Sod-/jtodak Soolo; SMaL• l7melnp No. Rm. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN 'A('FNN MIL'I�,P.E. CERT. OF AM. 29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 it THE RANGE, P.E.#58705 TABLE 11: TABLE 12: TABLE 13: Glass Types Design Ibsffl2 for Glass Types Design Pressure IbeffeI for Glass Types 9 ( ) ( ) 566 sash Design Pressure(Ibslit)for XOX Windows - 5.8 10.12814-18 Sash TABLE 10: XO or OX Windows XO Of OX W ndOW S width Rolnt Leval 00019um0on Range On) WindaweuckHelghl ReinL Level Window Buck H 1 Relnl.Level Window Buck Hei t R4 4B. �5v , 63, Gess Types Design Pressure pbefit2) R4 46' 54' 63' R4 U. I 83" 76' 6-8 for XO or OX Windows 25.112° +050 -70.0 165.0 -70.0 +85.0 •70.0 25.112' +05.0 •1140 +85.0 -110.0 +85.0 -110.0 60" Coelom 11.391-13.997 +8&0 70.0 +65.0 -70.0 +05,0 -70.0 +8.5.0 E5.3 RelaE Level R4 All Buck Heights up 10 72 9 28' +650 -70.0 +85.0 -70.0 -65.0 -7Q0 U 28' -65.0 410.0 +660 410.0 +65.0 -110.0 %a-Y 13.390-15.380 +65.0 70.0 +85.11 70.0 +65.0 -70.0 +65.0 •70.0 36' +65.0 -70.0 +85.0 -70.0 +850 -70.0 36' +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 %-y3-y3 15.381-19.641 +65.0 70.0 +65.0 70.0 +65.0 70.0 +050 70.0 A8 Buck Widths +50 J-50 Y Coelom 11.391-73.387 485.0 -70.0 +850 �.8 +83.3 53.3 +53.2 53.2 Lip l0 75' 42' +650 -70.0 +65.0 -70.0 +05.0 -70.0 4Y +65.0 •110.0 +05.0 -110.0 +65.0 410.0 Y 48' +850 -70.0 a65.o -70.0 +65.0 •70.0 '6 48' +85.0 -110.0 +850 -110.0 +85.0 -170.0 75' Y-Y-Y 13.396-19.110 +650 -70.0 +65,0 70.0 +65.0 56.5 +56.2 58.2 SEE TABLE 20 FOR ANCHORAGE E +85.0 -110.0 +86.0 -110.0 +85.0 -93.9 Y-Y-Y 19.111-21.841 485.0 70.0 +85.0 -70.0 +850 -70.0 +85.0 58.0 60' +650 -70.0 +65.0 -70.0 -65.0 -70.0 �° +65,0 -70.0 +59,8 59.0 +556 555 +49.1 -04.1 $ Custom 18.360-19.387 75' +BSO -70.0 465.0 •70.0 +T.-O .64.3• 75- +65.0 -110.0 +86.0 -103.5 +65.0 -60.0 •+65f--70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE �" v.-Y-Y. 19'398-24'380 +65'0 •70.0 +82.1 52.1 +58.0158.0 +50.3 50.3 SEE TABLE 21 FOR ANCHORAGE Y-Y-Y 24.381.3D.360 +85.0 -70.0 +65.0 70.0 +850 57.3 +57.0 57.0 TABLE 15- 0 120' I Y.y,_Y • -30.360 -65.0 -70.0 1-69.91 59.9 1+55.5 556 +49.1 -09.1 Glass Types Design Pressure(Ibslftr)for XOX HEADER "MIN.SASH SIZE=WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE Sash TABLE 14: - 2 1a! Sash Width Windows Glass Types Rola Level Con1gumllon Range On) Window Buck He t 7&8 sash sash Design Pressure(ibeffl)for XOX Windows R4 48' S4' 63' Width Custom 11.391-13.397 +65.0 -110.0 '+kM 410.0 1+65.0 1410.0 RaIM Lawl Cardiguration Range On) Window Buck Height 6(• Y,-Y,-Y, 13.398-15.360 +050 -110.0 465.0 -110.0 +65.0 •110.0 R4 38• 48' 54• 113' Y Y-Y 15.381-79841 +85.0 -110.0 a85.0 -110.0 465.0 410.0 23 Costen 11.391-13M7 +65.0 -70.0 +65.0 70.0 -650 -70.0P46.5.0 -70.0 Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 60' Y-Y-'/+ 13398-15.380 +650 -70.11 +650 -70.0 +85.0 •70.0 •70.0 SASH Y-'/+-Y 15381-19.641 +65.0 -70.0 +65.0 -70.0, 465.0 70.0 -70.0 75 Y.I6_Y 13.398-19.110 +850 -110.0 +85.0 -110.0 +85.11 -110.0 HEIGHT 19.111-24.641 +rSO -110.0 +650 410.0 465.0 410.0 Coelom 11.391-13.397 +65.0 -70.0 +650 -70.0 4650 -70.0 -70.0 0o Custom 17.641-19.397 +65.0 -110.0 465.0 410.0 +85.0' -104.8• 7S 'Y-Y.Y 13.398-19.110 +85.0 70.0 +65.0 •740 +85.0 70.0 -TO.O 96' %-y.-y4 19.386-24.360 +05.0 -110.0 +85.0 -110.0 +85.0• -108.5' 23 Y-Ys-Y 19.111-24.641 +65.0 70.0 +65.0 -70.0 465.0 -70.0 -70.0 Y._y,Y 24,361-91.641 +650 -110.0 +65o 410.0 4850 -110.0 Coelom 18.380-14.397 +650 -70.0 +85.0 -70.0 4650 7o.0. 57.2' �' Y.-'/�-Y 19.396-24.380 465.0 70.p 485.0 70.0 +65.0 70.0 +65.0• .86.61 ,/,-%-y4 29.841-32.515 +05.0 -110.0 465.0 -110.0 485.0' -t04.6• 120- +g5.p -110.0 t65.0 -110.0 +650 -110.0 Y-'h-Ye 24.961-30.3(10 +05.0 -70.0 +650 -70.0 185.0 70.0 +85.0 -70.0 y._Y_ys 32.516-39.641 a%IEn 120' Y+%-% •• -30.360 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 1+65.0-1-67.2'. 140' Custom • -39.641 +650 410.0 465.0 -110.0 +65.0• -7D4.6' SILL 1+651-1`10F OR GLASS TYPES 11 812 SEE TABLE 26 FOR ANCHORAGE Y' •+65/-70 FOR GLASS TYPE g SEE TABLE 25 FOR ANCHORAGE o "MIN.SASH SIZE_WINDOW WIDTH-59.26 -MIN.MIN.SASH SIZE=WINDOW WIDTH-60.72It 2 2 TABLE 18: Glass Types Design Pressure(lbaffe)for XOX SASH WIDTH 14-18 sash sash WidWindows SECTION DETAIL Relntlewl Contgumt"m RanggeOn) Window Buck Height e e MEETING RAIL FOR WINDOWS WITH R4 48' S4' 83• LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.01410.0 +85,01410.01+65.0 •110.0 0 26 (REINFORCEMENTS SHOWN - 13.398-15.360 +65.0 -110.0 -050 -110.0 +65.0 -110.0 o IN FIGURES APPLY TO ALL 60' 23 23 FRAME TYPES 8 Y.-Y-% 15.361-19.641 465.0 -110.0 +65.0 -110.0 +65.0 -110.0 JAMB ExrowR CONFIGURATIONS) Coelom 11.991-13.397 +65.0 410.0 +650 410.0 +650 -109.3 - G 75• +_ 13.398-19.110 *S50 -110.0 4850 410.0 +65.0 4020 V FloMfftsv,�a a mwpWb6 w1W t4 -65.0 -102.9 lust t f-)S-Y 19.111-2a.611 465.0 -110.0 465.0 -110.0 oro m Custom 17.641-19.391 4e90 -110.0 +65.0 410.0 465.0 -97A All Revised By: Date: Rrvlslon: Z gg' Y-Y-Y 19.398-24.360 +65.0 -110.0 465.0 410.0 +65.0 -92.0 \\\���ON,�LYNN Illy Y,-Y.-Y. 24.361-31. 485.0 -110.0 +650 410.0 +65.0 58.4 Y_55_Y 28.841-32.515 465.0 -110A -650 409.8 +65.0 54.3 .•'�iGENSF'-,FP �� Rrdsed W.- Date: Redslom 120' y•/a-Y 32018-39.845 +85,0 -110.0 +65.0 -105.0 +65.0 •80.6 Q' 14(' Cuslwn -39.641 a85.0 -710.0 4850 -705.0 465.0 50.0 _ No.58705 _ ® DetMpOone �"gY: • sEETABLE27wRANCFiORAGE _ �{c�_R^ DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. }••', q 1 J�� V/ 1070 TECHNOLOGY DRIVE Title: Dote: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4 SASH SIZE IS AS PERTHE FIGURE. () B Alt F ;•��C/\ N.VENICE,R 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FORSIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 'i�' .SS,A'(OR10P••�('jP.O.BOX 1529 Serles/Afadel. scale: SMet: OmMfnp No. Rsr. 4)1/4-112-114 AND'1l3-1/3-tf3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH i NOXOMIS;R.34274 RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN ��iArI7�`rFt�A�I,IIL-E�•p.R� CERT.of AUTH. /29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 THE RANGE TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 SashSpacing for"Integral- Group E Group F Width 30"Height 38"Height 48"Height 54"Height 30"Height 38"Height 48"Height 54"Height Fin"Installation Head Head E Head £ Head E Head E Head Head Head o 3.8° 4" Relnt.Level (In) &S(II `-; &S11 -`; 8 S91 - &SIII 10 &Sill S; &Sill &Sill &Sill RtAnchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES 6PPrurcd is C-OPIVIPS w'6Y04 25.1/2' 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 31 1+C2+i 3 1+C2+1 2 1+C2+1 3 1 1+C2+1 31 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): Fm'i°' m e _ DWe. t> 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 0102+1 3 1+C2+1 3 ANCHOR QUANTITY NDAN O y 38" 17.397 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 PER JAMB Mfbml d"i4od ,a 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: 104d8TION 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 OFAT THENCHORSFIXED CENT+p CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 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 +(2)ANCHORSATTHESASHTOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL36.897 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 > Anchor Group B Anchor Group D I�- SEE ELEVATION,SHEET 1 25.112° 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 I �I fes— SEE ELEVATION,SHEET 1 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 I I I SEE CLUSTER DETAILS.SHEET 5 '^'u 36" 17.397 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+02+1 3 1+C2+1 3 r - j n O q y O (n 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 I =_ ___7x- EE ELEVATION. ir SEESHEET 1 } aloQ48" 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 —f �n ELEVATION, T 0 N 60" 29.397 cm 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 OJ SME MEETING RAIL 75° 36.667 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 Z LL U)LL m '""O'e REPEAT ANCHOR PATTERN AT SILL SEE TABLE 8 FOR DESIGN PRESSURE U U X U) TABLE 18 co FOR XOX WINDOWS: Z m o Y � 2 OMa Glass Types Anchor Quantities for XO or OX Windows Y m ANCHOR �z ate'Z � ¢ I � 5-8 Sesh W'Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height PER JAMB W LL LL Width Head Head a Head Head Head Head Head Head HEAD AND SILL ANCHOR OUANTITY: O Reinf.Leve( Cin) E E E E E E 1+C3+2+C3+1 4 &Sill 8 S01 `-,° &Sill `; 8 SIII 1° &Sill 9 &SIII ' &SIII `; &Sill (1)ANCHORnTTHESASH pt R2 ' +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION 0 � ZQ —0, 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL y9 _ �( 1-- 25-10 25-10 12.147 +(1)ANCHOR ATTHE SASH Q _ 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL Q Z "IZ 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O ON o� SEE ELEVATION.SHEET 1 = LO 42" 20.397 NOtAIIOwed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 W Qp SEE ELEVATION,SHEET 1 w V u 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 sEE ELEvpnoN,SHEET 1 O Q = 2 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 31 �___--__-� �J11 "n1 •,sno su,os 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I SEE ELEVATION, 1 SHEET.1 11111 Anchor Group B Anchor Group D SEE X O X `���CNV LYNN 251@" 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, {��:'`tGENSF '•.FQ SHEET 1 SEE CLUSTER `r E 28" 13.397 1+C2+1 2 i+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 ML � �: r DETAILS, _��• No.58705 36" 17.397 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 REPEAT ANCHOR PATTERN AT SILL SHEET - 7 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 - m NOTES: u 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 1)FRAME DIMENSIONS ARE BUCK WIDTH �O'•. sT E Ck <U g 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. Anchor AND BUCK HEIGHT(SEE SHEETS 3-0). , � '•,•F(OR50P.' SASH SIZE IS AS PER THE FIGURES ON �i�s C\G 75 36.897 2+C2+2 12 -27+ --2+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 Spacing for"Integral- Group F SHEETS 6-8. SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES NOT SHOWN,ROUND IG TO /r r 1111 t t 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.0 68705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O•C. 5-e sash Spacing for"Integral- 30'Height 36'Height 48"Height 54'Height 63'Height 30"Height 36'Helght 48"Height 54"Height 63"Height Fin"Installation Width Head Head Head Head E Head Head Head Head Head E Head Relnt Level (In) E Anchor Anchor - 8 Sill � 8 SIII ' 8 SIII � 8 SIII � 8 Sill ' &SIII � &Sill � 8 Sill '�° &SIII � 8 SIII � Group E Group F R3 Anchor Group A Anchor Group C 3.1i' 4" Lpptond to eomplyMg�rlth lh� Red25-1/2' 12.147 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 D.I. ial"r}Co e DNe 28" 13:397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Nonn 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 01 ID erroauct vot 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+102+1 4 1+102+1 4 1+C2+1 4 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+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 _ C 60' 29.397 2+102+2 2 2+C2+2 3 2+102+2 4 2+102+2 4 2+102+2 4 2+102+2 2 2+102+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 0 75" 36.897 2+C2+2 2 2+102+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+102+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 N Anchor Group B Anchor Group D 2'x1/2" -12.47 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 r Y 28" 13.397 1+C2+1 2 1+02+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+102+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 r x 36' 17.397 1+102+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+102+1 4 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 > p 0 o u 42' 20.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 1+C2+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+C2+1 4 r 48' 23.397 1+102+1 2 1+102+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 80' 29.397 2+102+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 O c N chi 2 75" 36.897 2+C2+2 2 2+C2+2 3 2+102+2 4 2+C2+2 4 2+102+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 Z LL N LL m """'0 QQ SEE TABLE 8 FOR DESIGN PRESSURE W Z x D m U) i-' m O J Esc TABLE 20: o y m J O Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. z a z H LL 5-8 Sash Spacing for"Integral- LLJ 0 30'Height 36'Height 48'Height 54"Height 63'Height 72'Height 30'Height 36'Height 48'Height 54"Height 63"Height 72"Height 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 I— Q Re1nL Level (in) 8 S01 8 Sill 8 Sill -10, 8 Sill 10, &5111 °, &SIII 8 SIII -,° 8 Sill 8 Sill &SIII 8 Slll 8 Sill Group E Group F ® Z °°vs R4 Anchor Group A Anchor Group C 3.2• 4• � Q Z 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 5 1+102+1 5 U' i— °z a O Z 16 28' 13.397 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+102+1 5 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+102+1 5 O O Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 5 1+133+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U Co 42' 20.397 1+102+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+103+1 5 1+103+1 5 1+C2+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+103+1 5 1+103+1 5 LU Z O $ 48' 23.397 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q N. 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+103+2 4 2+103+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+104+2 5 NOTES: °nu °°o sau°S 1)FRAME DIMENSIONS 75' 38.897 2+102+2 2 2+102+2 3 2+103+2 4 2+103+2 4 2+104+2 5 2+104+2 5 2+102+2 2 2+102+2 3 2+103+2 4 2+103+2 4 2+104+2 5 2+104+2 5 ARE BUCK WIDTH D v (11.YNNIMj Anchor Group B Anchor Group D ( pa .•• ••..71�c �i, SHEETS 3.4).SASH SIZE IS �`�`••'��OEIJsE '•-, 25-1/2" 12147 1+C2+1 2 1+102+1 3 1+102+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 5 1+102+1 5 AS PER THE FIGURES ON ' jt E 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+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+C2+1 5 1+C2+1 5 SHEETSBe. x;' r8705 No. 36" 17.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+102+1 4 1+C2+1 5 1+C3+1. 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+102+1 5 1+103+1 5 2)FOR SIZES NOT = _ SHOWN,ROUND UP TO Or 20.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+103+1 5 1+103+1 5 THE NEXT AVAILABLE % 0'•, ] W- m WIDTH OR HEIGHT SATE�� :• ��� 48" 23.397 1+102+1 2 1+102+1 3 1+102+1 4 1+103+1 4 1+103+1 5 1+103+1 5 1+102+1 2 1+102+1 3 1+102+1 4 1+103+1 4 1+C3+1 5 1+103+1 5 DIMENSION SHOWN ON i�n'•.,FCOrOOP.•''��� 60" 29.397 2+C2+2 2 2+102+2 3 2+C2+2 4 2+103+2 4 2+103+2 5 2+104+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. i,CCs ••• �tJ 75" 36.897 2+102+2 2 2+C2+2 I 3 2+C3+2 141 2+( 3)SEESHEET9FORA SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.4 rA705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 sash Spacing for"integral- Group F 30"Height 38"Height 48"Height 54"Helght 83"Height 30"Height 36"Height 48"Height 54"Height 83"Height �� Width Head E Head Head Head E Head E Head E Head E Head E Head E Head E Fin Installation 4- Width Level (hl) &SIII &Sill 8 Sill -'; &Sill a Sill `-; &Sill 4 &Sill `-° &Sill � Sul � 8 SIII R4 �pp—cd w WMP104 WM a Anchor Group A Anchor Group C Pbftde 1410 C 4 trJ 25-1/2" 12.147 1+C2+1 21 1+C2+1 131 1+C2+1 41 1+C2+1 4 1+C2+1 4 1A NI arhoaO b b 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 d 4 36" 17.397 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 AWA Y V m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 80" 28.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 31 2+C2+2 4 2+132+2 4 2+C3+2 141 Anchor Group B Anchor Group D u7 25412" 12.147 1+C2+1 121 1+C2+1 3 1+132+1 4 1+132+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+132+1 4 Y 'nay 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 W ; 0 9 m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 �-a, o O m 42" 20,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+C2+1 4 1+132+1 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 }n v °I°s 1j 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+132+1 4 1+C2+1 4 (9 N N -� c fi0" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+132+2 3 2+132+2 4 2+C2+2 4 2+C2+2 4 co 75" 36.897 2+C2+2 2 2co +C2+2 3 2+C2+2 4 2+132+2 4 2+C3+2 4 2+132+2 2 2+132+2 3 2+132+2 4 2+C2+2 4 2+C2+2 4 Z LL umNi LL °MOQ O SEE TABLE 11 FOR DESIGN PRESSURE U U X N O fA W Z O 2 m W °N TABLE 22: FW 00 0 J 'JMO GLASS TYPES o U y m J 60 Glass Types Anchor Quantities for XO or OX Windows 10.12&%16 MAY c O O Q .- 10.12&14-16 Sash ' NOT BE USED .-Z a Z l. W, lL 30"Height 36"Height 48"Height 54"Height 63"Height 76"Helght 30"Height 36"Height 48"Helght 54°Helght 83"Height 76°Height WITH J-CHANNEL y W O Width Head Head Head Head Head Head Head Head Head Head Head Head • ORINTEGRALFIN 1- J Relnf.Level On) E E E E E E E FRAMES O &SIII ' &SIII &Slll &Sip ' &SIII &Sill &5111 �� &SIII &Sill ' 8 SIII ' &SIII ' &S(11 Z I,,K R4 Anchor Group Ap J F Anchor Group C ® ° Q U) 25-1/2" 12.147 1+132+1 2 1+C2+1 3' 1+C2+1 4 1+132+1 4 1+C2+1 5 1+C3+1 5 (� Z E 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+C3+1 5 1+C3+1 5 tY Z °1D� O o 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 o O N � Y 36° 17.397 U uj m 42" 20.397 NOtAIIOWed 1+C2+1 2 1+C2+1 3 1+133+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 LU Z O a 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+134+1 5 1+C4+1 5 Q 2 = 2 60" 29.397 2+C2+2 2 2+132+2 3 2+C3+2 4 2+C3+2 4 2+134+2 5 2+C4+2 5 NOTES: est °se0 seu°5 75° 36.897 2+ ONS 132+2 2 2+132+2 3 2+133+2 4 2+134+2 4 2+134+2 5 2+134+2 5 1 ARE WIDTHRAME AND `�`\�CNY LYNN Anchor Group Anchor Group BUCK HEIGHT(SEE ` ��,.••" �>� �,� 25-112° 12.147 1+C2+1 T1+—C-2+1 3 1+132+1 4 1+132+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3 4).SASH SIZE IS �rQ;•' 1ICENSF•.. AS PER THE FIGURES ON Z. E 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 1+C2+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+133+1 5 1+133+1 5 SHEETS se. 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 4 1+133+1 5 1+C4+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT --D ? SHOWN,ROUND UP TO 7 � m 42' 20.397 1+132+1 2 1+132+1 3 1+q+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 1+C2+1 2r_22++2 3 1+C3+1 4 1+133+1 4 1+C3+1 5 1+134+1 5 .O �� IS' THE NEXT AVAILABLE n, S%TE O. 1.6 48° 23.397 1+132+1 2 1+132+1 3 1+133+1 4 1+133+1 4 1+134+1 6 1+134+1 5 1+132+1 23 1+133+1 4 1+133+1 4 1+134+i 5 1+134+1 5 WIDTH OR HEIGHT '�Cs .F<ORIDA,.•' �1�� 60" 29.397 2+132+2 2 2+132+2 3 2+133+2 4 2+133+2 4 2+134+2 5 2+134+2 5 2+132+2 2 3 2+133+2 4 2+133+2 4 2+134+2 5 2+134+2 5 DIMENSION SHOWN ON is�THE TABLE. .. OIVAL1iN,75" 36.697 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 3 2+C3+2 4 2+C4+2 4 2+C4+2 $ 2+134+2 5 3)SEE SHEET 0FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER P.E. TABLES. P.Em 58705 TABLE 23: Glass Types Anchor Quantities for XOX Windows 5-8 Sash yy Height 30•Height 38'Height 48•Height 54'Height Sr Height 24'Height 3D•Height 38'Height 48'Might 54'Height 83'Height Sash V.-.. Configuration a a a a a c a a a E a Field Leval Range(in) Head&Sin Head 8 SIII ' Head 6 SIII Bead 8 Sill Freed&Sill ' Head a SAI Head 8 SIII ' Head 8 Slll ' Head&Sill Head 8 SIII Head 8 581 ' Head 8 SiA R3 Anchor Group A Anchor Group C 35.1/4' Y3-Y3-Y3 11.391-11.391 t+C2+0+C2+1 2 1+C2+O4C2+1 2 1+C2+MC2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0102+1 2 1+02+O+C2+1 2 1+C2+O+C2+1 3 1+C2+p+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 FPP�+'edaatomplylegwllYle. Florida ddl° Co 38• Y3 Y3-Y 12.308-12.308 1+C2+o+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 Dali, Y4-y2-y4 11.391-13.397 1+C240+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+O+CZ+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 NOA4'•�-+x- 45-1/8' Ml+ml lade Prodarl rof }S-N 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+CL+O+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+C2+D+C2+1 4 Y-%-Y, 11.391-12.297 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 - 4704' _ Ya--%-% 12298-15.558 1+C2+0+C2+1 2 1+02+D+C2+1 2 1+02+O+C2+1 3 1+C2+0+02+1 4 1*CZ+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+02+p+02+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 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+02+1 q t+C2+14C2+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+I+C2+1 4 g rc s � 82_1/8• �Y:-'/+ 12.017-13.397 1+02+1+C2+1 2 1+C2+11+CL+1 2 1+021+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C1+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 311+C2+1+C2+1 4 1+02+1+C2+1 + +1+ + N 35-%-X 13.398-17.018 1+C2+0+C2+1 2 1402+0+C2+1 2 1+C2+0+C2+1 3 4+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C240+C2*1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+CZ+1 4 m Custom 11.381-13.397 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14C2+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/+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4 6O' y4-%-y4 13.398-15.360 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+1+x+1*02+1 4 1+C2+HC2+1 4 1+02+1+C2+1 2 1.+02+1+021+1 2 1+02+1+C2+1 3 1+C2+1+C2*1 4 1+02+1+C2+1 4 HC2+1+021+1 4 r `1 %-Y3-% 15.361-19.641 1+02+0+02+1 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+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 ABB � 0 Custom 11.381-13.397 1+02+3+C2+1 2 14021+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 q 1+CL+3+02+1 4 1+C2+3+C2+1 q t+02+3+C2+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 I j 0 O 75' Y%-Y 13.398-19.110 1+C2+2402+1 2 1402+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 I+C2+2+C2+1 4 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 of O O O r Y,-Ya-% 19.111-24.841 1+C2+1402+1 2 1+02+1+02+1 2 1+02+1*C2N 3 1*C2+1402+1 4 1+C2+1+C2+1 4 1*C2+1+C2*1 4 1+C2+1+C2+1 2 1*C2+1+(x+1 2 1+02+1+C2+1 3 1+C2+1+C2+7 4 1402+1+021+1 4 1402+1+C2+1 4 �,n el°0 � Custom 18.380-18.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 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 4 (O� N�+ � T r12.1 Y%-y 19.398-24.360 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+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31+C2+3+C2+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 JJ0C) �eO N (0Y,%-% 24.361-30.360 I+C2+24C2+1 2 1*C2+2+C2+i 2 1+C2+2+C2+13 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2412+1 3 1+C2+2+C2+1 4 1+C2+2+(x1+1 4 1+02+2*021+1 4 Z D- Lr)C4 LLco '/a-%-% '• -30.360 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+03+3+C3+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 U U X o ao Anchor Group B Anchor Group D W W m O -1 35-1/4' Yi-�-Yi 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C1+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+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 > O 0 m J CO 38• Ya-�Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+02+0+02+1 4 1+C2+D+C2+1 2 1+C2*O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Z d Z W LL 45-i/8' Y-YrY, 11.391-13.397 1*02*O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C+1 3 1+C2+o+C2+1 4 1+C2+D+C2+1 4 1+C24D+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1402+D+C2+1 4 1+C2+O+C2+1 4 1*C2+O+C2+1 4 Q -Yr% 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C2+D+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 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 0 N •- y_Y=-% 11,391.12297 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+t 4 1+C:2+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+C1+1 4 1+C2+1402+1 4 1+C2+1+C2+1 4 O N z Iaa45 47.3/4' }�-%-% 12.288-15.558 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+CZ+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 14C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 J Custom 11.391-12.016 1+CZ+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+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 1+C2+1+C2+1 4 d F z 52-1/8' % % 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 211402+1+C2+1 3 1+C2+4+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+i 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+02+1+C2+1 4 1+C2*1+C2+1 4 Of z I0°5 Y,-%-Ya 13.398-17.016 1+C2+0+02+1 2 1+C2+O+C2+1 2 14C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C24D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+02+1 3 1402+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 p = N Custom 11.391-13.397 1+C2f1+C2+1 2 1+C2+1+C2+1 2 14C2+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+l+C2+1 4 1+C2+1+02+1 4 V In 60' Y-%-% 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+02+1 2 14C2+1+CZ+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 l4C2+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 O z 0 %-Y-Ya 15.361-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 ¢ Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1402+3+C2+1 3 14C2+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+02+1 2 1+C2+3+C2+1 3 1*C2+3+C2+1 4 1+C2+3+C2+1 4 t4C2+34C2+1 4 anu °aeO aeu°g 75' Y-yj-y 13.398-19.110 1+C2+2+C2+1 21+02+2+C2+1 2l*C2+2+C2+1 3 1+C2+2+C2+1 41+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 31+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 `\\\\llllllll�77� 19.111-24.641 1+12+1+01+1 2 1+C2+1+0241 2 1+402+1+02+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+021+1+C2+1 4 1402+1+C2+1 2 1+C2+1+02+1 2 1+02+1+021+1 3 1+02+1+C2+1 4 1+02+1+02+1 4 1402+1+021+1 4 ``���y�(LYNN Custom 18.360-19.397 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 4 1+C2*3+02+1 2 1+C2+3+(�+1 2 1+02+3+02+1 3 11+02+3+021+1 4 1+02+3+121+1 14117 4 Com.'V\CENSE'•.F'P �� 981 y4-%-y4 19.398-24.380 1+C2+3+C2+1 2 1+C2+34C2+1 2 14C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+02+1 2 1+021+3+C2+1 2 1+C2+3+02+1 3 1+02+3+02+1 4 1+02+3+021+1 4 HC2+31+02+1 4 %-Y-Y3 24.381-30.380 1+02+2+C2+1 2 1+C2+2+C2+1 2 1*C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+021+2+02+1 4 1+02+2+02+1 2 1+C242*C2*1 2 1+02*2*C2+1 3 1+(�+2+C2+1 4 1+C2+2+021+1 4 1+02+2+02+1 4 _ No.58705 121Y %-Ya •• -30.380 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+02+1 3 1+CZ+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 2 1402+3+02+1 2 1+02+3+02+1 3 1+02+3+0241 4 1402+3+C2+1 4 1+021+3+0241 4 _ _ SEE TABLE 9 FOR DESIGN PRESSURE -I LS OW LU WINDWIDTH-5928 ••MIN.SASH SIZE_- NOTES: ��� AfG� ._- Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). F�pIZf0t;. SASH SIZE IS AS PER THE FIGURES ON SHEETS �S+S Spacing for"Integral_ Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /1�ONA�- Fin"installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. I I i I I r I 2.9" 4° 4)'1/4-1/2-1/4'AND-1/3A/&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.E.958705 TABLE 24: Glass Types Anchor QuanNtles for XOX Windows 5&6 Sash 24'Height 30'Height 3B He hl 48-Wight 54'Hel ht 83'Hol ht 24'Hel ht 30'He ht 3B Height 48'Height 54'Height SW Height Sash Width 8 9 IB8 9 0 10 9 19 8 8 ConEgula6on a Ni a a a A a a a a A a Relnf.Letiel Range(in) Heed&Sill Head&Sill Head&Sill Head&S01 Head 8 Sill Head&Sill Head d SUI Head&801 Head&Sill Head&Sill Head&Sill Head&Sill R4 Anchor Group A Anchor Group C Appnrr■d■ltomp{flgrMrk 35-1/4' Y-Y-Y 11.391-11.391 7+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 FlurM■ Idlr.0 �s 38' Y-Y,-Y 12.308-12.308 1+C2+O+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+o+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O■le T, NDAq 0 j/y Y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 311+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 hm1D a■tr . 45-118 ` a ` Y-Y-Ya 13.398-14.883 1+C2+0+C2+1 2 1+02+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2N 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 p!. -Y-Y 11.391-12.297 i+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 47-314' Y-Ya Y 12.288-15.558 1+02+0+C2+1 2 NC2+0+C2+1 2 1+C2+0+02+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 4 Custom 11.391-12.018 1+C2+1+C2+1 2 1+02+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+02+1 4 a 52-118' -Y Y 12.017-13.997 1+C2+1+C2+1 2,14C2+1+02+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 N Y-Y-Y 13.398-17.018 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+0+C2+1 4 1+C2+O+C2+1 4 p m Custom 11.391-13.397 NotAIIOWed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4114C2+1+02+1 4 1+C2+1+C2+1 4 to 60' y-Y--% 13.398-15.360 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 411+02+1+C2+1 4 1+C2+1+C2+1 4 r" Y-Y-Y 15.361-19.641 1+02+0+02+1 2 1+c2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 �- �� Custom 11.391-13.397 ` 1+C2+3+02+1 2 1+C2+3+C2N 2 1+02+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 0 75' ' 13.388-19.110 t+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 1+C2+2+C2+1 4 Of Y4-%-Y4 a aloO O Y-Y-Y 19.111-24.641 1+C2+14 +1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 }r- v � Custom 18.360-19.397 1+C2+34C2+1 2 1+C2+3+02+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 0 N IY 9B Y,%-Y, 19.398-24.380 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 4 0O N oo °�wa = Y-Y-Y 24.381-30.360 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 9+C2+2+C2N 4 1+C2+2+02+1 4 Z t' 1O LL =Uj D 120' _ _3D38p 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+02+1 4 1+C2+3+C2+1 4 W U X- ° Y. • Anchor Group D Anchor Group D h-Z 000 O 2 cc J Onla 35-1/4' Y-Y-Y 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 r p 0 a M 3B Y--%-�i 12.308-12.308 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 NC2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+02+1 4 Z d Z I.., U- 45-1/8 y.-%-y4 11.391-13.397 1+C2+0+C2+1 2 1+02+0+02+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 1+02+0+02+1 2 1+C2+O+C2+1 2 NC2+O+02+1 3 1+02+0+C2+1 4 1+C2+O+C2N q 1+C2+O+C2+1 4 -1 O -Y 13.398-14.683 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 1+C2+0+C2+1 2 1+C2+0+02+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 J M F- 47 /4' Y- 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 NC2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4L N (Y t°a) '%-Y-Y 12.298-15.558 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 1+C2+0+C2+1 2 1+C2+O+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 " --1 F- Custom 11.391-12.016 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+02+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 (�- Z 52-118' Y-Y-Y. 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+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 40 Z °j0 LL Y-Y-Y 13,398-17.018 1+02+0+02+1 2 1+C2+O+C2+1 21+02+0+C2+1 3 NC2+O+C2+1 4 1+C2+0+02+1 4 1+C2+p+C2N 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+02+O+C2+1 4 NC2+O+C2+1 4 1+02+0+02+1 4O = (V l�� m Custom 11.391-13.397 1+02+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 3 1+C2+1+C2N 4 1+02+1+C2+1 4 1+C2+1+02+1 4 1+02+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+ 2+1+C2+1 4 1+02+1+02+1 q 1+C2+1+C2+1 4 ~ (,) (� t� a %-Y-Y+ 13,398-15.360 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 q 1+C2+1+C2+1 4 l+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+1 411402+1+C2+1 4 1+C2+1+C2+1 4O Z X Y.-:%-% 15.361-19.641 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 HC2+O+C2+1 4e¢ •e s° s 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 11;C12311 02+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+02+1 4 75' 3?,!/­Y. 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 q 1+C2+2+C2+1 4 1+C2+2+C2+1 C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+CZ+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+02+1+01+1 02+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 \\���ON�1YNN Coelom 18.360-18.397 1+G2+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3+02+i 4 1+02+3+02+1 4 1+02+3+C2+1 02+1 2 1+C2+3+02+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 1+02+3+02+1 4 �.`._�-:'\,10ENSF'•.,'P C" u gg• y-Y,/ 18.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 ;t;' No,50705 Y-Ya-Y 24.361-30.380 1+02+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+02+2+C2N 4 1+C2+2+C2+1 4 1+C2+2+C2+1 C2+1 2 1+C2+2+C2+1 2 1+CZ+2+C2N3 1+C2+2+C2N 4 1+02+2+C2+1 4 1+C2+2+C2+1 4120' Y-Y-y " .30.360 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+02+102+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 •,� SEE TABLE 13 FOR DESIGN PRESSURE aC(/` WINDOW WIDTH-59.28 NOTES: g.TE '•MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). Off•'•.,FCOR101" Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. F Spacing for"integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��/S`s/ONAL�o'` 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation4° 4)'114-1/2-1/4-AND'1/3.1/3 113'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.E.856705 TABLE 25: Glass Types Anchor Quantltles for XOX Windows 7&B Sash 24'Height 30•Height 36'Height 48•Height 54'Height 63'Height 24•Heigh 30'Height' 30'Heigh 48'Height 54•Heigh 63•Height Sash With Configuration Range n E Heed&SIB m Heed&SW Head&Sill Head&SAI n Head&Sill Head&Sig E Haad&Sil Head&SAI Head&SU n Heed&Sig IF Rein1.Level G) Head 8 SAI Heed&SAI R4 Anchor Group A Anchor Group C Appravod as wmp4lag with 10. s elCs 351/4• Y,%-Y,Y,%-Y, 11-391-11.391 1+(32.0+(32*1 2 1+432+0+432*1 2 1+432+0*C2+1 3 1*432+0•C2N 4 1+432+0+432+1 4 HFlu ;n 4 peldi t E. 38• 12.300-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0*C2+1 3 1+C210+C2+1 4 1*C2+0+C2+1 4 1+C2*O*C2+1 4 ItOAN Ya- - taml U de hodC td Y4 Y4 11.391-13.397 1+432+0+432+1 2 1+432+0•C2N 2 1+432+0+432+i 3 1*432+0+432+1 4 1*(32+0•(32+1 4 1+432+0+432*1 4 45118• Yi-Y-Y 13 398 14.083 1+432+0•C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1*C2+0•(32+1 4 1+C2+0+C2+1 4 i+C2+O+C2+1 4 pl! - 47.9/4' %-%-y4• 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 311-C2-1+C2+1 4 1+C2+1+C2+1 4 1+C2N+C2+1 4 Y-Y" 12.298-15.558 7+432+O+C2N 2 I+432+0•(32+1 2 1+432+0+432+1 3 1+432+0+432*1 4 1+(32+0+(32*1 4 1*432+0+432+1 4 Custom 11.391-12.016 1+C2+1-C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2*1*C2N 4 1+C2+1+C2+1 4 1+C2N+C2+1 4 rc c 52-1/8' y,-y,-y4 12.017-13.397 1+C2+1-C2+12 1+C2+1+C2+1 2 1+C2N+C2+1 3 1+432+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 > G x %-Y,-Y, 13.390-17.016 1+C2+O+C2+1 2 1+C2+0+C2*1 2 1+C2+0+C2N 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 Not Allowed 1+C2+1-C2-1 2 1+C2+1+432+1 2 1+C2+1+C2+1 3 1+432+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y DO1+C2+1+C2+1 2 1+432*1+C2N 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+ + +C2++C C21 4 112N 4 (n � 60• y._Y_Y+ 13.390-15.380 � eay Y_Ya_Y 15.361-19.641 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+C2+o+C2+1 4 0 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3*G2+1 2 1+C2+3+432+1 3 1+C2+3+C2+1 4 1+C2+3*C2+1 4 1+C2+3+C2+1 4 O 0 75' Y-Ya-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+432+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 0 �1e0 �- Y_Y-% 19.111-24.641 1+432+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 N N Custom 10.360-19.397 1+C2+3+C2N 2 1+C2+3+432+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 A e d 98' X-%-y4 19.398-24.360 1*C2+3+C2+1 2 1+C2+3*C2+1 2 1+C2+3+C2N 3 1+C2+3+432+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Q N J C, used LL3:: Y,-M-X 24.361-30.300 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 1+433+2+C3*1 4 =ui LL -LL 120- Y%-Y. •' -30•� 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+C3+3+C3+1 4 W V XX U) 6 W sN Anchor Group Anchor Group 1-- W m Y J -j 0,ed 00 351/4• Y-Y-Y 11.391-11.391 1+C2+O+C2+1 2 1+C2+o+c2N 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2N 4 1+C2+0*C2+1 4 1+C2+0+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+C2+0+432+1 4 0 9 O Q Q 38• %-Y­Y, 12.308-12.308 1+C2+07C2+1 2 1+C2+0•C2+1 2 1*C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2N 2 1+C2+O+C2+1 2 1+(32+0+C2+1 3 1+432+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 `-Z a Z .r f.. W LL Y 11.391-13.397 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+C2*O+C2+1 4 4+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 0 45-1/8' 13.398-14.683 1+432*0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 }+C2+0+C2+1 4 1+C2+0+432+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+432+0*C2+1 4 1+(x+0+C2N 4 _1 -Y .:%Y I- O r Y-)7y Y 11.391-12.297 1+C2+t+432+1 2 4*C2+1+C2+1 2 1+C2+HC2+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 ® Z haus 47314' 1 1 1 12.298-15.558 1+C2+0+02+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+U+C2*1 4 1+C2+D+C2.1 4 1+C2+0*C2+1 4 1+C2+0+432+I 2 i+C2+0+432+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+432+1 4 D -i F Custom 11.391-12.016 l*C2+1+C2+1 2 1+C2+1+432+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2N 4 1+C2+1+C2N 2 1*C2+4+C2N 2 1+C2+l+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q Z t + 12.017-13.397 I+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+I+C2N 4 1+C2+1+C2+1141+C2+2+C2+i 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 4 ¢ Z sioa 'S2-116• Y,-%-% + + « . « i + + • + . « + + 0 O m Y_%-Y3 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+432*D+C2+1 3 1+432+0+432 1 4 1 432 0432 1 4 1+432+0+432* 1+432+0•C2N 2 1+432+0+432+1 2 1 432 0 432 1 3 1+432+0•C2N 4 1+(32+0 432 1 4 1432 D+C2+1 -0 O 2 N r Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2N+C2+1 2 1+C2+1+C2+1 3 1+C2N+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+11+C2+1+C2+1 2 1+C2+1+432+1 2 1+C2N+C2*1 3 1+C2+1+C2+1 4 1+C2N+C2N 4 1+C2+1+C2*1 4 C.) I� m U 60' y4-%-y4 13.398-15.380 1+432+1+432+1 2 HC2*HC2«7 2 1+432+1+432N 3 1+432+1+432+1 4 1+432N+432«1 4 1+432+1+432+11+432+1+432*1 2 1+432+HC2+1 2 1+432*1+432*1 3 1+432*1+432+1 4 1+432+HC2+1 4 1+432+1+432+1 4 Y-Y-Y 15.381-19.841 1+432*0+432+1 2 1*C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+11+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1.432+0+C2+1 4 1+C2+O+C2+1 4 = Custom 11.391-13.397 1*432+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+431+1 3 1+C2+3+G2+1 4 1+432+3+C2+1 4 1+C2+3+432+11+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+432+1 4 alLl •asap sopor 75• %-Ya_Y 13.398-19.110 1*C2+2+C2+1 2 I+C2+2+C2*1 2 1+C2+2+C2+1 3 1+C2+2+G2+1 4 1+432+2+C2+1 4 1+C3+2+433+1 2 1+C2+2+432+1 2 1+C2+2•C2+1 3 1+C2+2+432+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 `���11y(LYNN II/71 i Ys_Yy-Ya 18.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+(32+1+432+1 4 1+432+1+432+1 4 i*C3*1+433«1 4 1+C2N+C2+1 2 1+C2+NC2+1 2 1+432+1+C2+1 3 1+C2N+C2+1 4 1+C2N+C2+1 4 1+C2+1+C2+1 4 `��pN ,,....,-9fj4�� cost In 18.360-19397 1+C2+3+432+1 2 I+C2+3*C2+1 2 1+C2+3*C2+1 3 1+432+3+C2N 4 I+C2+3+C2+1 4 1+C3*3+G3N 4 1+C2+3+C2+1 2 1*C2+3+C2+1 2 1+432+3+C2+1 3 1+C2+3+432+1 4 1+C2+3•C2+1 4 1+432+3+C2N 4 Qtr �,1GENgLc'•..Ccp g8' Y_Ya_Y 19.348-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+432+3+432*1 3 1+432+3+432+1 4 1+C2+3+C2N.11-C3+3+G3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+432+3+432+1 3 1+C2+3+C2+1 4 1+432+3+C2+1 4 1+12+3+C2+1 4 1 24.381-30.360 1*432+2*432*1 2 1+(32«2+(32+1 2 1+432+2+C2N 3 1+432+2+432+1 4 1+432+2+C2N 4 1+433+2+433*1 4 1*432+2+432+1 2 1+432+2+C2+1 2 1+C2+2+C2+1 3 1+432+2+432+1 4 NC2+2+432+1 4 1+432*2+432+1 4 ' No.56%05 • /a-Y-Ys 12(' Y4-%-Y4 " -30.360 it-C2+3-C2+1 2 1+432*3+C2+1 2 1+432+3*C2N 3114C2+3+ 4 1+C2+3+C2N 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+432+3+432+I 2 1+432*3*432«13 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 _ SEE TABLE 14 FOR DESIGN PRESSURE --)3• ( 1(/ '•MIN.SASH SIZE=WINOOW WIDTH-59.28 NOTES: ' QG( �!/`^ Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THEMax.Anchor %T FCORIDi.•' \? Spacing for'Inegral- Group )FOR SIZES NOFIGURES ON TSHOWN,ROUND UPTOTHE NEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ONTHE TABLE. *"/,', Ir--1;J`` ER. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. /I I I I i,, 3.7" 4)•114-/2-114"AND•113.1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLPE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EA 58705 TABLE 26: Glass lypee Anchor Quantities forXOX Windows 10-12 Sash 24'Height 30'Height 38'Height 48'Height 64'Height 63'Height 24'Height 30'Height 38'Hd9M 48'Height 54'HeIgIA 63'Height Sash Wldit Con6gutaDon aa a a a o o n a a n o ReInL Level Range Ont Head 8 SIII Head 6 SIII , Head&SIO ,� Head 8 SIII Head b SIII Head 8 Sill , Head 8$YI Head 8 SYI Heed 8 SN ' Head b SIVI Head 8 SIII Head B 5111 R4 Anchor Group A Anchor Group C 35114' %-Yi-Yj 11.391-11.391 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+p+C2+1 3 1+C2+0+C2+1 41+C2+0•C2+1 411+02+0+C2+1 4 38' %-Y.-% 12.308•12.308 _ 1+02+0+C2+1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 e►pp vdra400ptylgwl��4 Plwids eldl C 451/8' y-y 11.381-13.397 - 1+C2+0+C2+1 2 1+C2+0+02+1 2 1rC2+O+C2«1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C3+O+pN 4 1)+k + i 1+C2+O+C2+1 2 1+C2+O+C2+1 2 HC2+0+02+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3r0+C3+1 4 MOM /ry/s 13.398-14.683 dr M 47-3/4' y- -� 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1rC2+OFC2+1 3 1+C2+O+C2+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 Ya-Y.% 12.288-15.558 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+OrC2+1 3 1+C2+0+q+1 4 1+C3+0+C3+1 4 t+q+0+pr1 4 �•- Custom 11.391-12.016 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+C2+0+02+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+0+C3+1 4 T 12-017-13.397 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+gN 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4- 13.398 _ I+C2+0+C2+1 2 1+C2+O+C2+1 2 14C2+0+C2+1 3 1+C2+0+C2+1 4 14q+0+p+1 4 1+03+O+p+1 4 13.998-17.016 Y 11.391-13.397 1+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+q+2+C3+1 4 > � 13.398-15.360 Not AIbWed 1+02+1+02+1 2 1+C2r2+02+1 2 1+02+2+C2+1 3 7+02«2«02+1 4 t+q+2+03+1 4 Nq+2+pN 4 � 15.361-19.641 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+CZ+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 U)11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+CZ+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 14C3+3+C3+1 4 0) 7S Y4-%-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C1+1 4 Hp+3+C3+1 4 HCA+3+01+1 4 W r "3 Yi-'/e-% 19,111-24.641 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+C3+1 3 1+C3+0+C3+1 4 HCA+O+C4+1 4 1+C4+0+04+1 4 ] CD O 4 Cullom 17.841-19.387 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+9+02+1 3 Hgr4+pN 4 1+03+4+p+1 4114C4+4404+1 4 p r Bti %-y,-% 19.398-24.360 140243+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 Hp+4+q+1 4 1+C4+4+04+1 4 )-LO �7 eleO to ),-y-ya 24.361-31.841 t+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+q+2 3 2+C3+3+C3+2 4 2+C3+3+03+2 4 2*CI+3+C4+2 4 Nd � -K-y 29.641- CQ 2402+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+03+4+C3+2 4 2+C3+4+C3+2 4 2+C4+44C4+2 4 O Jc'' °�� o uMo 120' 2+C2+2+C2+2 2 2+C2+3+C2r 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 24CA+3+04+2 4 Z LL to LL. W O %-'/a-Ys - 32.516-39.641 140' Custom •• -39.641 2+C2+3+C2+2 2124C2+3+07+2 2 2+C2+3+C2+2 3 2+q+4+C3+2 4 2+C4+4+0442 4 2+C4+4+C4+2 4 =W y UU X- � fn Anchor Group B Anchor Group D F Z ra eT W- 0 0 J J aMa 351/4' �-%-% 11-391-11.391 1+C2+0+C2+1 2 1+C2+0+q+1 211+C2+0+02+1 3 HC2*0+02+1 4 1rC2*O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+02+0+C2+1 2 1+C2+O+02+1 9 1+C24O+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 O Cj y mm 38' y-%-Y. 12.308-12.308 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 HC2+O+C2+1 4 i+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+02+0+02+1 3 1+C2+O+C2+1 4 1+C2+MC2+1 4 1+C2+MC2N 4 Z 0_Z %-'/a-y 11.391-13.3971+C2+0+C2+121+C240+C2+121+C2+O+C2+131+C2+O+C2+14 Hq+0+C3+141+C3+0+C3+14 1+02+O+C2+121+C240+C2+121+C2+O+C2+131+C2+o+C2+141+C2+O+C2+141+C3+O+C3+14 LLI u- 457/8' _ 0 Y.-%-Y3 13.398-14.683 HC2+D+C2+1 2 HC2+D+C2+1 2 1+C2+0+C2+1 3 1+c2+0+C2+1 4 1402+0+02+1 4 1+p+Orpr1 4 1+c2+o.cz+1 2 1402+0.02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+02+0+02+1 4 1+p+0+gr1 4 J 0 47 14' y-)'-)' 11.391-12287 1+C2+0+02+1 2 1+0240+02+1 2 1402+O+pN 3 1402+O+C2+1 A l+q+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C24D+C2N 3 7+02+0+02+1 4 1+C3+O+pN 4 1+q+p+p+1 4 H 0 Ys-ya-Yi 12286-15.558 1+C2+0+C2+1 2 7+C2+0+02+1 2 1+C2r0•C2+1 3 1+C240+C2+1 4 1+C3+0+p+1 4 i+C3+0+C3+1 4 HC2+0+C2+1 2 1+02+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+q+0+C3N 4 1+q+G C3+l 4 ® Z (Y I°1145 Custom 11.391-12.018 1+C2+O+C2+1 2 1+02+O+C2+1 2 1+C240+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 i+p+0+C3+1 4 HC2+0+C2+1 2 1+C2+O+C2+l 2 1+C2+D+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C3+OFC3+1 4 Q {�- 52-116' '/s-Y% 12.017-13.397 HC2+O+C2+1 2 HC2+O+C2+1 2 t+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 HC2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2N 3 t+p+0+C3+1 4 1+C3+O+C3+1 4 Hp+O+pN 4 H Z Z elo -%S-X 13.398-17.016 1+g404C2+1 2 1+C2r0+C2+1 2 1+C2r0+C2r1 3 HC3+O+p+1 4 1+p+0+03+1 4 t+03+0+03+t 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C2+O+C2N 4 1+03+0+03+1 4 HC3+O+p+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 HC2+2+C2+1 2 HC2+2+C2+1 3 1+C2+2+C2+1 4 t+p+2+C3+1 4 1+C3+2+p+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+C3+2+pN 4 1+q+2+C3+1 4 O = N_ O 6(' -y 13.398-16.360 HC2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+p+2+qN 4 1+C2N+C2+1 2 1+C2+HC2+1 2 1402+1+C2+1 3 1+C2+1+C2+1 4 1+C9+1+C3+1 4 14C3+i+C3+1 4 (� R 'lll+f[[j�jJ Yi-Yi-Yi 15.361-19.641 1+C2+O+C2+1 2 HC2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C4a0+C4+1 4 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C340+C3+1 4 Hp+O+C3+1 4 1+C4+0+04+1 4 cwi Z 0 Custom 11.391-13.397 1+C2+3+CZ+1 2 1+C2+3Hx+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3r1 4 1+C3+3+C3N 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 HC2+3+C2+1 3 1+C2+3+C2+1 4 14p+3+pN 4 Hp+3+C30 4 Q = _ 75' y-X-Y 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+C3+1 4 1+CA+3+04+1 4 1+C2r2+C2+1 2 HC2+2+C241 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 Hp+2+p+1 4 1+04+2+04+1 4 5111 '�ssO ssuo Y-�h 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 Hp+O+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+04+0+04+14 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+p+0+q+1 4 1+CA+O+C4+1 4 1+C4+O+C4+1 4 Custom 17.641-19.397 1•C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+pN 4 1+C3+4+C3+1 4 1+CA+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C3+4+C3+1 411.C3-4-03+1 4 1+C4+4+CAN 4 \���pNY LYNM 96' y A-y4 19.398-24.360 1+C2+3+C2+1 2 1402+3+C2+1 2 HC2+4+C2+1 3 I+C3+4+C3+1 4 1+p+4+p+1 4.1+C4+4 C40 4 1+C2+2+C2+1 2 1402+3+C2+1 2 HC2+3+C2+1 3 1+p+9+C8+1 4 14p+3+C3+1 4 14C4+3+C4+1 4 ��C��.•-•4tCENgF'•. v,h-% 24.361-31.641 2+C2+2+C2+2 2 2+02+3+C2+2 12+ 2C2+3+C2+2 3 2+C3+3+q+2 4 2+C3r3+C8+ 4 2+01+3+C4+2 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2rpN 4 t4q+2+pN 4 1+CA+2+CA+1 4 -%-% 29.641-32.615 +C2+3+C2+2 2 2+C2+3+C2+ 2+C2+4+C2+2 3 2+C3+4+p+2 4 2+p+4+p+2 4 2+04+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+03+2 4 2+p+4+C3+2 4 2+G4+4+C4+2 4 _ No.58705 _= 120 - �;, . - 'fa-h-Y 32.516-39.641 +C2+3+02+2 2 2+C2+3+C2r +C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4r4+C4+ 4 2+CS+44C5+ 4 2+C2+2+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2rpr3•q+2 4 2+CA+3+G1+ 4 2+CA+3+CA+2 4 _140' Custom -39.841 2+02+3+02+2 2 2+C2+3rC2422+02+4+C2+2 3 2+p+4+C3+2 4 2+01+4+C4+2 4 2+05+4+05+2 4 2+C2r3+C2*2 2 2+02+3+02+2 2 2+C2+3+02+ 3 2+p+4+pr2 4 2+Cq+4+CA+2 4 2+CA+4*CA+2 4 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE ���'• V�` 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). %�� •.F10R01" •'G\? GLASS TYPES 1 D-12 8 14-16 "MIN.SASH SIZE=WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS �S��•••• (G�`"� 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, r1 r t i NAL MAY NOT BE USED WITH 1,`J-C �� MAY NOT B U INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)'1/4-1/2-1/4'AND-1/3.113-113'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.E.458705 TABLE 27: Glass Types Anchor Quantities for XOX Windows 14-16 Sash 2q•Het ht 3D'HeI ht W Hel ht 48'Hol ht 54't ht 63'He V'Ha 30'Height 36'Het ht 48•Height 54'Hel hl Brit t Sash Widen 0 0 9 0 l9 I98 9 9 0 9h Conigumllon a a a a aaaaaaReln1.Letel Range(I° Head B SHI Head 8 Slil Flead 8 Sfll Head 8 SIA F{ead6SIO Fbad8Sill Flew a sen HeadBS@ Head&SIII ' Heed 8 SIA Head 8 SHI R4Anchor Group A Anchor Group C 35.114• Ya-Ya-Ya 11.391-11.391 2 1+C2+0+C2+1 2 1+C2+OrC2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+i 438' V�11$4 12.308-12.308 2 1+C2+MC2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+O+p+1 4 �aBind M�ril�m 2 14C2+WC2+1 2 1+C2+O+C2+i 3 1+p+0+C3+1 4 1+C3+Wp+1 4 1+C4+WC4N 4 Date 45.110' 11.391-13.397 _ 13.398•14.883 1+02+0+02+1 2 1+02+0+02+1 2 HC2+0+C2+1 3 1+p+0+03+1 4 1+p+0+pN 4 1+C3+0+p+f 447-14' 11.391-1229714C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+0+C2+i 3 1+C3+o+C3+1 4 1+p+0+p+1 4 1+04+0+04+1 412288-15.550 1+02+0+02+1 2 1+C240+C2N 2 1+02+0+02+1 3 1+p*O+p+1 4 f+p+WC3+1 4 1+p+0+p+1 4 11.391-12016 1+C2+0+C2+1 21+C2+WC2+1 2140+0+p+1 31+C3+0+C3+141+0440+C4+1 41+C4+O+C4+14 52-118' 12017-13.397 1+C2+O+C2+1 2/4C2+0+C2+1 2 1+C3+O+G3+1 3 140+O+pN 4 1+01+0+01+1 4 1+C4+GWA+l 4 13.398-17.010 1+C2+0+02+1 2 1+C24WC2+1 2 tap+0+p+1 3 1+C3+O+p+1 4 1+01+0+04+1 4 1+C4+O+CA+1 4 Y Custom 11.381-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 211+C2+2+C2+1 3 1+03+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+04+1 4 > m 6O' '%-%-y 13.398-15.380 NotABowed 1+02+1+C2+1 21+C2+240241 211-02+24 +1 31+p+2+03+1 41+p+2+p+1 41+04+2+04+14 � Ya-Ya-X 15.381-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+WC4+1 4 1+C4+0+C4+1 4 1+CS+O+C5+1 4 to Y Custom" 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C3+3+pN 4 1+C4+3+C4+1 4 1+C4+3+CA+1 4 (n .tea 7S Yr�-Y 13.390-19.110 LO 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+CA+3+G1+1 4 NG4+3+C1+1 4 �j r Y,-Ya-% 19.111-24.641 i+C2+0+C2+1 2 14q+0+C8+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 j O O O Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 0400 0 96' Y-Yi-y, 19.398-24.360 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+04+4+04+1 4 1+C4+4+04+1 4 1+C4+34C4N 4 �.,U) V -y 24.361-91.841 1+02+2+C2+1 2 2+C2+2+C2+2 2 2+C2 2+C2+2 3 2401+3+01+2 4 2+C4+3+CA+2 4 1+C4 2+01+1 4 O N N -%-% 29.641.32.515 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+2 4 2+C4+4404+2 4 2+04+3+C4+ 4 J e� o A9 = 120' 32516-39.641 2+C2+2+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Z LL tO LL t(o urap 140' Custom •• -39.641 2+02+3402+ 2 2+C2+3+C242 2 2+C2+3+02+ 3 2404+4404+2 4 2+C4M+04+2 4 2+C4+34C4+2 4 U L X o (!) Anchor Group Anchor Group W Z O 2 10 W "=N 35.1/4' %-Y.-% 11.391-11.391 14C2+6C2+1 2 1+C2+0+C2+1 2 1+C2+WC2+1 3 1+02+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 ^ m Y .L "( 00 38' %-Y-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+G+C2N 3 1+C240+C2+1 4 i+C2+0+C2+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 HC2+O+0241 2 1+02+0+02+1 3 1+02+0+02+1 4 HC2+0+02+1 4 1+03+0*pN 4 �Z D:Z � � 1 LL 45-118• LL y_y,%4 11.391-13.397 1+C2+WC2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+D+p+1 4 1+C4+O+C4+1 4 1402+0+C2+1 2 14C2+O+C2r1 2 i+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1401+D+C4+1 4 W 0 -,y 13.398-14.883 HC2+0+02+1 2 1+C2+0+C2N 2 1+C2+0+C241 3 1+C3+0+C3+1 4 1+C3+WC3+1 4 14p+0+C3+1 4 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 14C3+0+p+1 4 14C3+D+C3+1 4 1+03+o+C3+1 4 J CO 47 14' Y-Ya-% 11.391-12297 1+C2+0+C2+1 2 NC2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+040+1 4 140+0+0+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+0+p+1 411-04+04C4+1 4 t••- Q r %-Y-Ya 12298-16.558 1+C2-0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+WpN 4 1+C3+D+C3+1 4 1+p+WC3+1 4 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 t+p+0+C3+1 4 1+03+0+0-1 4 1+C3+0+Ci+1 4 ® rn Q pat'sZ IX (n Custom 11.391-12016 1+C2+O+C2+1 2 1+C2+0+CZ+1 2 1+p+DtCi+1 3 1+C3+0+p+1 4 NCA+0+C4+1 4 1+04+0+04+1 4 1+C2+D+C2+1 2 1+02+D+C2-1 2 i4p+D+p+1 3 tap+040+1 4 H0i+0+CA+1 4 1+C4+O+CA+1 4 a ¢ F 52-116' '5-� 12.017-13.397 1+02+0+02+1 2 1+C2+WC2+1 2 1+q+WC3+1 3 1+C3+0+C3+1 4 1+C4+WC4+1 4 1+01+WC4+1 4 1402+0+C2+1 2 1+C2+0+C2+1 2 1403+0+0+t 3 1+03+0+0+1 4 1+04+0+04+1 4 1+C4+0+01+1 4 d Z 13.396-17.018 1+C2+0+02-1 2 1+02+0+02+1 2 HC3+0+p+1 3 1+03+0+0+1 4 1+C440+CA+1 4 1+C4+0+C4+1 4 14C24WC2N 2 1+C2+D+C2+1 2 1+C3+Otp+1 3 1+C3+0+C3+1 4 1+04+04040 4 1+C4+WC4+1 4 ¢ Z oag Custom 11.391-13.397 1+C2+2+02+1 2 1aC2+2+02+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 1+C3+2+p+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 1402+2+C2+1 3 t+p+240+1 4 1+03+2+pN 4 1+CA+2+C4+1 4 O O m 80' Y/%-Y+ 13.398-15.38 i+C2+2+C2+1 2 1402+2+C2+1 2 1402+2+C2+1 3 1+C3+2+0+1 4 1+C3+2+p+1 4 1+CA+2+C4+1 4 1+C2+1+C2+1 2 14C2+1+C2N 2 t+C2+1+C2+1 3 1+C3+1+p+1 4 t+C3+1+p+1 4 1+CA+1+C4+1 4 (� 15.361-19.841 1+02+0+02+1 2 1+0240+02+1 2 Hp+0+p+1 3 1+GI+WC44f 4 1401+0+04+1 4 HCS+0+C5+1 4 1+0250+02+1 2 1+02+0+02*1 2 1+p+0+03+1 3 1+C4+0+GSN 4 7+0440+04+1 4 1405+0+05-1 4 U Z Custom 11.391-13.397 1+C2+3+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+CA+1 4 t+C2+2+C2+1 2 1+C2+2+C2N 2 1402+3+C2+1 3 1+p+3+C3+1 4 1+CA+3+C4+1 4 1+C4+3+C4+1 41 ¢ 75' y-}i-3A 13.398-19.110 1+C2+2+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C4+3+04+1 4 1+CA+3+04+1 4 1+C2+2+C2+1 2 1+C2+24C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+CA+2404+1 4 1+C4-24OU1 4 apt •�so0 saua5 Ya-}S-h 19.111-24.641 1+CZ+O+C2+1 2 1+C3+0+p+1 2 1+C3+O+C3+1 3 1+C4+0+04+1 4 140+WC5+1 4 1+C5+WCS+1 4 1 t+C2+0+C2+1 2 140+0+03+1 2 1+p+0+03+1 3 1+04+0+04+1 4 1+CS+D+Cs41 4 1+C5+04C5+1 4 ���I Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+p+4+C3+1 4 1+01+4+01+1 4 1+04+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+C344+C3+1 4 1404+4+C4+1 4 1+CA+3+04+1 4 ` `?p...LY.. 41/ ( i 98' %-y% 119.398-24.360 1+02+3+02+1 2 1+0213+02+1 2 1+C2+4+C2N 3 1+04+4+01N 4 14O1+4+01+1 4 1+04+3+04N 4 1+02+2+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+01+1 4 1+04+3+04+1 4 Q,.•' 110E-1SF•.•(r.��� Ya=/a-y 124.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+01+3+04+2 4 2+04+3404+2 4 1+C4+2+C4N 4 1+C2+2+C2+1 2 1+C2+2+C2+ 2NC2+2+C2N 3 1+C4+2+04+1 4 1+C4+2+C4+1 4 i+C4+2+C4N 4 * ' 3:• % 28.841-32.515 +0243+02+2 2 2+02+3+02+2 2 240244+02+2 3 2404+4+C4+2 4 24O1a4+C4+2 4 2+Of+4+C4+2 4 2402+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+ 4 2+C4+4+ +2 4 2+04+3+04+2 4 _ No.5870y )� 120' -"O : )S-Ya-Y 32516-39.641 2+C243+C2+2 2 2402+3+C2+2 212+C2+3+C2+2 3 2+C4+4+01+2 4 2+0444+C4+2 4 2+C4+3404+2 4 2402+2+C2+ 2 2+02+3+C2+ 2 2+C2+3tC2+ 3 2+C4+3+G* 4 2+04+3+C4+ 4 2+04+2+C4+ 4 140' Custom -39.841 2+02+3+02+2 2 2+02+3+02+2 2 2+02+4+0242 3 2+C4+440442 4 2+G7+4+01+2 4 2+G1+3+C4+2 4 2+C2+3+02+2 2 2+C2+3+02+2 2 2402+3402+ 3 2+04+4*CAt2 4 2+C4+4+01+ 4 2+04+3+0442 4 �O'. /7 j(` �� NOTES: SEE TABLE 16 FOR DESIGN PRESSURE 'T'-• SAE 0 J �[/ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). y1•-•�40RIOP,-•'• WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. N�L�NG��\ 'GLASS TYPES 10.12 814.16 -MIN.SASH SIZE= 2j FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. rr/I 1 t t t�� MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)•1/44124/4'AND•113.113.1/3'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. P.E.#50705 TABLE 28: Bill of Material 3.500' --+I 3.500' 3.500' �•{ 3.600' R �{ # Pe # Description Material I 1 f 620121 Flame Head,Sig and Jambs-JChannel PVC �I~ •O6Y -y�- .oBY ��- .062' -��- 062° 2 620122 Frame Head,SIII and Jambs-Flange PVC 3 620123 Frame Head,Sig and Jambs-Fin PVC 0 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 13 620172 Anti-Lift Insert/Tdm Cover PVC rI 2.445" 2.445' r�jl 2.445' rJ�I 2.445' 14 620131 Fixed Meeting Reil PVC is I a ❑� �❑' I r ❑❑LU 15 620168 Track Insert 6083 At o o �J I o O j o O �J ou O 18 620129 Sash Rail(Sides,Top&Bottom) PVC W 620166 Monorail 6083 T6 At •625 JCHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pug Rag Interlock 6083 16 At T 7.37 1O FRAME HEAD,SILL r 2O HEAD,SILL& 7.375 O HEAD,SILL 8 4O HEAD,SILL& 20 621144 Pug Rail Interlock Cover PVC 1 a JAMBS I+ JAMBS JAMBS JAMBS 21 620150 Light Sash Reinforcement 6063 TB AI 22 620151 Standard Sash Reinforcement 6063 TO At 1.872' 1.641' �{ 23 620152 HD Sash Reinforcement 6063 TS Al 24 620153 Standard Meeting Rail Reinforcement 8005 75 Al 7.607' ►{ o 1.437 Fes- t� 25 620154 HD Meeting Rail Reinforcement 6005 T5 At I 1.630• I 1 1 2.100" 2'178 28 620155 H.D.Hotiz.Roller Meeting Rall Reinforcement 800515 Al .772' 065' o o I t.ozo +'375• J� 17 27 71OX114PPA #10 x 1.1/4"PH.PH SDS(Motorail Screw) 41088 11 I 11 59� 47+' 28 61644 Weatherstdp,.187°x.270'Fin Pile 065• 060' ��+ 070' 050' 29 61719 Weatheistri ,.187•x.220'Poly Pile 1231° -. 7.0o0• I�- 3p 98 x 1'Ph.PH SDS(Interlock Mounting Screw) 4108S 13 8 TRIM COVER FIXED 74 MEETING RAIL 15 INSERT 16 CK SASH RAIL +B ��R OCK 20 LIFT RAIL INTERLOCK COVER 31 7WO12PPA #8 x 3-112"Ph.PH SMS(Foxed Meeting Rail Screw) 4108S 32 71669SP Meeting Rail Screw Support Plate 6083 T5 AI 33 720210 Weep Hole Cofer PVC 316' .070' 1.100 } 34 720187 Installation Screw Hole Plug PVC 860. .175[71 ' Au 37 720197 Autoo Loo Lock C Steal 754• 750. •775' 715' 38 720199 Sweep Lock Cast Zmc -1 39 720196 Auto Lock CoverAssembiy Cast Zmc 035° •025" -�) -� ►I +•+e6' '069, 40 #6 x 1-118•Ph.FH SDS(Auto and Sweep Look Screw) SS LAMI IG EXTRUDED I ROLLED LIGHT SASH STANDARD SAH 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 87 SCREEN FRAME 82 SCREEN FRAME 2t REINFORCEMENT O RES FORCEMENT 42 76)04PPA #6x 314'PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/7 FPH Tek(Reinforcement Screw) SS 44 LeadstlleTopComerKey Nylon 070 �� ++�' I� +.ter �- --I I-- .leo 45 Leadsllle Bottom Comer Key Nylon 7 tom" (� Ifp�I QQ 070' .094, 46 Lockstile Top Corner Key Nylon .070' ,797'I^1.036° 7.0 1.011' "UI U'-r 1.228' 47 Locksille Bottom Comer Key Nylon 870' TT'U U 1 IIIIIIJJJ((������llL��l��r�� 130' ILJ��LI��- 184' 074" 48 720204 Wheel Nylon T -'�I YF .150• }�I 1.331- 1.340• �- -�( 1.340' �- 72 620135 Lami.I.G.Bead PVC i 23 HD SASH I24 STANDARD HO MEETING HD HR MEETING , 74 Backbeddkg,GE 7700 Or DOW 791 Silicone O REINFORCEMENT O MEETING RAIL 25 RAIL 28 RAIL 17 MONORAIL �ppro�•eu•s�comp�t6Qa110rh. 75 7188415 Setting Black GE x 0 x 118'),85+/-5 dure. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT Flurlda Bula 76 Super 5 Butyl Spacer nXf with Hot Melt Bu 1 Co ite NOTES: (OW e 1 NOAH 77 Duraseal Composite 1)ITEMS#5-12,18, \�� ���{ LYNN jq//�77i,� Revfeed By Oate: Rerfebn: ml ac iYudaN c 78 Cardinal)Q.Edge Spacer Composite 35,36,49-71.73 8 79 \`��X�,••`CENSE'•.�F,p BO 81071 Roll-formed Screen Alum ARE NOT USED AND ; %i Revlo d W. rate: RaWalon: ARE NOT PART OF 81 1 61012 Extruded Screen Frame Alum THIS APPROVAL. No.58705 821 Extruded Screen Spreader Bar Alum - - ® Desarrptton: o/awn W. 2)PVC BY ROYAL - � 83 47042W Screen Corner Key with Pull Ring PVC WINDOWANODOOR - O • q 11 lU_ WINDOW EXTRUSIONS&BOM J ROSOWSKI 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC PROFILES,LTD.,TO %�� s 7t F ✓� 1070 TECHNOLOGY DRIVE 1111x: Ocie: 65 7CASPM Tension Spring SS BE LABELED FOR '• F<OR10r.•'(� N.VENICE FL 34275 HORIZONTAL ROLLER-LM 05/15/15 MMA EXTRUDER ��s••'•••• �1 �� P.O. BOX 1529 86 61618040 Sween Cloth Fiberglass CODE. 7i�,`S/ONAl- �`� NOKOMIS,'Ft.34274 Serlea/Modal: Scale: Sheet: Orowlrtp No. Ret. 67 81635161614 .140'Screen S ne(Mechlne/Hend Rolled) vin l A, FAiLr}z,P.E. CERT. OF AM. #29296 HR-5510 NTS 97 OF 18 MD-HR5510-01 RE.#58705 t TABLE 21: 16 SASH ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 DETAILS O+ # Part# Description Matedal 1 INTERIOR AND EXTERIOR 100 7MC7024 Multi-Point Lack Operator I Cost 3nc FRAME WELDS 42 10 � 101 73340 OperatormountingPlate Steel 16 102 72016 Multipoint Lock Keeper Aluminum 31 103 720214 Multipoint Lack Guide Nylon ATTRAO SASH RAIL 3z EXTERIOR 46 104 220217-221 Tie Bar(Length Varies 3telniess Stool SASH 1 O 105 71024X12HFX#10 x 112'HH MS Stainless Steel 72 x4 i 108 78X1FPAX #B x 1"Ph.FH SMS Sleintesa Steel i 107 78X76FPTX INS x$14 Ph.FH SDS Stainless Steal I 17 \\ ATTACHEDTO 30 FRAME JAMB 103 27 i �`�•� EGRESS LOCK 1s za 37 DETAILS 40 (NOTTO SCALE 39 86 83 ORO 42 104 ti 87 0 `�. �•� OPT.AUTO LOCK 115 45 20 ATTACHED TO •pprovcd wcomplyiaQ W114 W- 48 l - FRAME JAMB _1Rodde Bde u d GQ 106 Gate 4 t10A9 :TdiPaw ad ad.Paq C 42 101 gzw 1682 �\ 14 \• 107 OPT. 72 `\ 1s\'• 36 102 X4 1 �. '••` 40 I •+� 47 ` •1 ® 42 1 OPT.SWEEP LOCK FRAMEATTACHED TTAC AMB EDTO 80 OR 81 15 ® 1070 TECHNOLOGY DRIVE 1 MITERED FRAME WITH EXTERIOR O N.VENICE, FL 34275 FRAME WELDS 100 (941)-480-1800 CERT.OF AUTH.#29296 SCREEN Revleea W. DOW Redeton: �' \ ASSEMBLY S DETAILQ�•.•.��cENSF'•..P RnMed BY Dale: RavWm: No.58705 •. ;�1 = DaeedpWn. Dm"tty: OoR 64 EXTERIOR FRAME ct.:� a= EXPLODED WINDOW VIEW J ROSOWSKI 't�IS �,, ASSEMBLY ��p% ST lFO 4/ nae: Dote., NOTES: DETAILS ;tF• Ft 0R1DP'' C���; HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �� ���iS`S/Q AL ` Serfae/AfodaC Sroto: meet: DrawNg No. Rm 2)J•CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. /�!L^fNtl.}ILLER;b.E. HR-5510 NTS 18 OF 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 68. REA 58705 MIAMIODADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE MA) www.miamidade.govleconomy 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 "Impact 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 I 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 f1!!1 b Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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. Manue a ez,P.E. Product ContV. 6-10218.03 aminer NOA N 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-5'h 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 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: I NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 11w. 3MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BEEVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES--.-.__—.._.-1MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESINED BY OTHERS. INSTRuc7roNS.._........__...._..._..1 w.ELEVATIONS..._....._....__......._._1 FIGURE I: MULLT02XWOOD.,-,_._._..,_.._.2 MULTIPLE OPENING YAMFORVERTICAL MULL--{ ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MOLL TO 1X&MASONRY_..... _..2 MULLIONS / 1 SEE DETAILS I INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL INSTALLATION NOTES-__.—._-.2 � RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY.._.__...—__.3 In SHAPE MULL TO STEEL STUD.,_.._.._.._..3 N SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..................._._,_3 S m �•� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U100.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS........._.__.,._._._3 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE cUPS...._._.__.__4 BAY MULL INSTALLATION.....____4 1 X2 X.125 MULL SPECS—__.._._5 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.375 MULL SPECS....._._._.6 // 11 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS--,_7 y / 1 1 X 2.75 X.65 MULL SPECS-_.6 � Z �o SEE DETAILS 14 III 11 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125X500 MULL SPECS___.1 m O o ATHRU G; I V I I I I 1 co s-EDETaLS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS.-__—..t0 � F c 1 O SHEETS 2a I ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS.._11 1X4X.10 'r MULL SPEC&,..,._11 \ 1 III I SHEETS2.3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125X 3.t56X 265 MULL SPECS_.12 2 W I I III OPENING 125 X 325 X.100 MULL SPECS-_13 Z UJ yR VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS,_.14 FOR MULL FOR 125X3.94 X.824 MULL SPECS._.15 O LENGTH H��LL AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS..._._._16 J Q I Z SEE DETAILE, 2 X 6 X 25 MULL SPECS._.__._._17 SHEEr3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q LU AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X.26 X Y M MULL SPECS..-18 30•X 3.25 BAY MULL SPECS..—_19 Z IW' Q 04 C REACTIONS. 4W X 325 BAY MULL SPECS.,___20 Q O Z MULLION&CUP DIMENSIONS_._21-23 I— Z, - O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOM'S EXAMPLES 1&2........................24 B PRODUCTS MAY LOADING EXAMPLES.._._,-__,_,25 W BE OF ANYTYPE, 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0_ Z y N MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH / III BMYP IGTACTUREO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U Q ,0 Z' 0. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ /SFEDETAILS 11)QUANTITY OF UNITS WITHIN A MUL HORIZONTALTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I F-- MULL SHEETSHEFTS 2 23 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA L LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. �OPENINO WIOM--{ I_— HORIZ.MULLLENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. —I LENGTH I—I� �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANGULARITRAPEZOIDAI'. OPENING 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSMULLION CAPACITY(LBSI�FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE ''complying with The FlocfA OPENING MULL pts HFOR�- �, �, �, VERT. MULLION CAPACITYfLBSIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE R�UIREMENT(LBS FOR THE OPENING O AINED M ';dig 1 d?�S•/1 M/�� HHGHT LENGTH MULL MULL STEP 1). E imti Date IZ�y 1 I LENGTH L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE.FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS ; THIS VALUE By REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. .I. hodarM oPENINcwIDTH g FROM THE ANCHOR CAPACITY�SITABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE .`111 ( LYNN 4,, SINGLE MULLION SINGLE MULLION �FORVERTICALMULL ) .•••., OPENING WIDTH ANCHOR/SUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;�\�\��N'1�ENS -",FORVERHCALMULL CAPACITY IS MET. Q�;' 1' @ •'.� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE = NO.56705 �T'_ L FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ 11TE VALUEALOWERANCHORCAPACITYOPTiONMAYBESELECTEDFORTHESAMESUBSTRATEO / wSTANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION E tl : Il//� X2014 FLORIDA BUILDING CODE(PBC),5TH EDITION CAPACITY(LBSIFP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %OT P(ORIDP,.•' \� •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION ,C •'•••••'• G` &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. SS'/ 1 F `�� •AISIS100.07/S2-2010 A.L/1sN `�'.E. �q� FL P. 58705 DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK '/—MULLION MULLION ATTACHED TO 1X BUDKSTwP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, oz OFFSET CLIP SHOWN ATTACHMENT SEE SEE TABLES IB•16B t ) {STANDARD CLIP SHOWN} BY OTHERS, i SEE NOTE 1, N MULLIONSHEET s. cf) IN SEE 23FORHOSHEETS b 1 MIN 2.7 KSI •r, EDGE .� EITHERSTANDARD 1 1 i 2i-23FORHOLE I CONCRETE OR CMU' "1 '•' 1 DlS7RNCE. (� STANDARD Oft 1 LOCATIONS F^---i- -i 9EESEE TABLES OFFSET MULL EDGE o EDGE DISTANCE 11MOB = (=f) G3PLLEMAYBE i DISTANCE o 1 a FOR MASONRY g '7 a INSTALLEDBY d I II /TFOR WOOD .a' I I ANCHORS W Q 4 O THIS METHOD ` SCREWSa I m M i— \\\\ .2WMkXFOR d- a 1 I SIDE VIEW Z u} .. .q a ALL MULLIONS c d: I— (0 d a EITHER THE `� d. e ' v OFFSET MULL a Z m d' en EXTERIOR a INSTALLED BY 4 EDGE. THIS METHOD. = f~J) O Z e" d - DISTANCE T a FOR ab Z Z Q OJ p o MASONRY C2 rHE OFFSEr CLIP Is ANCHORS a Q O Z "rte if 4 RECQN-FRA ED FOR go'r e4 eq' DOWS.B T EXTERIOR WINDOW3.8UT MAY cnN ALSOBEUSEDFOR OTHER FRAME TYPES. ~ Z a - z n o _a �o TYP.ANCHOR TYP.ANCHOR �>a TYP.ANCHOR PERSUBSTRATE, PERSUBSTNATE, - '7 PERSUBSTRATE. SEE TABLES 18.168 SEE TABLES 1B-168 SEE TABLES 16168 EDGEIEND DISTANCE BUCKSTIA SEETABLES AND EM81aMENi BtiCKSTRIP 18.148 ..�_ '' ATTACHMENT EMBEDMENT' }• •,.; •, BY OTHERS, ATTACHMENT " .r,'•. SEE NOTE 1, t BY .f—._—._OTHERS SNEET I. SEE NOTE 1, SHEET 1. •. - MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTREVISED FRONT VIEW Bas 1dldmgrCodewith tlle Acteptancc No Cfl O'« L+„TpiraUan Dalt /fa7j) INSTALLATION NOTES: ay Miaani 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. lmd1N' Itl ONLY,BEC USE HE ANY OF CHOR CAPACITY S BASED AND MULLION SIZE SHOWN OVE ARE FOR Y ON THE ANCHORORIAL REPRESENTATIONTO ANCHOR DISTANCE,THE `���10�\'I LYNAJ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ti,a�'Et�-'•VG[nISE''•. FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. NO.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. � ' s�aeoF 4 : 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 'a` •'•., LOR10., �` FUCOULTRACONORELCOIMS,S.AGGREGATORMASONRYANCHORS. A.N4NIMJU. ,b.E. FL P.E.#58105 DETAIL E: A DETAIL C: MULLION TO MULLION XyR MULLION DIRECTLY ATTACHED TO MULLION INTERSECTION NOTES: te MASONRY STRUCTURE (U-CLIP) (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN-TEE'OR-CROSV INTERSECTION& elf 2)MAY BE INSTALLED HORrZONTALLY TYP.ANCHOR (SHOWN)OR VER!"ICALLY. EITHER T14E PERSUSSIRNTE, �04 SSTANDARD 0 SEETAOLFSIB43B L 3)SEE LLCLIP DRAWING%SHEETS 21-23 (D OFFPSET MULL .0 MAYtt CLIP MAY BE FOR CORRESPONDING MULLION. U) EDGE DISTANCE TOP VIEW -MULLION INSTALLED B THIS OD FORMASONRY ANCHORS VARIES -i _j 012STEELSCREWS. SELr-DRILLING OR PREDRILL MULLION AND USE SMS w C13 co EXTERIOR 4 'oor MULLION (D 4 z EDGE DISTANCE FOR MASONRY ANCHORS Z—Cf. z U_CUP F EXTERIOR TYP.ANCHOR -�4 , . q z PERSUBSITIATE. 41 z SEE TABLES IB438 g Z TYP�ANCHOR SEESHEETS21-23FOR BUCKSTRIP PERSUSSMM HOLE LOCATIONS P-1 Isor SEE TABLES 19-13B 5-9 AND FRO TVIEW EDGE w -I ATIACHMENT DISIANI._ BYGTHERS SEE TABLES ELM SMNOTEL IS-133 SHIMT1. J. - I.�4 < 0 7 EDGE z DISTANCE MIN 2,TKSI CONCRETE OR CMU SEE TABLES MIN2.7KSICONCROEORCM 18-139 SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES' -STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR -PFRSMMTF- 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION TABLES IS-08 E�THE PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANC SEESHEETS CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR as-mplyl.g with the FI-dda TANDARD OR INTER HOLE BuiI&lsCdc FOLLOWING SHEETS.FOR DETAILS A-D,EITHER T E H S JOR CLIP MAYBE USED. LOCATIONS AcwpImmw*-vzl9o'&3 133(pirall Date r 3)ANCHOR HEAD TYPE MAY BE PANIHFAD.HEXHEAD OR FLATHEAD. WALION ( yla 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET a BY 5)FOR MASONRY APPLICATIONS IN MtAMIJ-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO 1W B.S.AGGREGATOR MASONRY ANCHORS, -DISTANCE FORSTEELSTUDSTRINNER THAN SFETASLES ......... FRONT VIEW 16 CA AND COMPLIANT INITH THE FL BUILDING 18-13B NSC CODE.A 2X WOOD BACKER MUST USED. E2 ATTACHMENTOYOTHERS USE WOOD ANCHOR$PECS No. EXTERIOR SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD F Z7 ANCHOR VALUES MAY BE USED. PL 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5 10� -20,FOR QUANTITY OF SCREWS, Xty )�LE ,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: a � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) a g n SEE DETAILS Af. 30'OR 4S b2 SHEETS 2 AND 3 FOR MSTALLLTION BAY MULL TO SPECIFIC SUBSTRATES. N to MULLION I O I' O 0 F O O O O O O O O -j W O O TOP VIEW M 0: N 03 W co C3 Q sHowNwirEHVlx x.12s L TOP VIEW 1 i i Z fO J MULLION Q J I 1 PSUBSSTRORATE, ERR5 EXTERIOR V 6 m b i i SEE TABLES 158 OR 168 ? �? y 1 32 {yL I ERSUBS°R 1 1 I EXTERIOR J N u Z STANDARD MULLION CLIP I _PER SUBSTRATE, MODIFIED TO FR FB]D j SEE TABLES IB-148 i I Q Z r CONDITIONS. I I I I �2-XSANGLECUP, ~ Z Q 1 I I i I 2 PER MULLION END,MUST BE Q Q Z N I I I I INSTALLEDWSIDEOFBAYMULL 1.,.. � O O C MULLION I I D (1).\ I 1 II i I U J I 1 II I I 1 O W Q ]C Y 2'X6 X.125' N L I I ANGLE CUP, U Z_ Q I 1 1 2 PER MULLION END, Q Z Q Q �sQ CIn I I NSM OE OF MULL. B m� 1 1 I b TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B•148 INTO ALU l f STEEL ALUM INTO WOOD.STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIEOIN4-TELD. ` EXTERIOR UCT REVISED O E pEEfiON'LG F mxcomply ng wish Wo Florida rL� BuildngCode ® I ® INTOWOOD,STEEL, AcocplylcoNo l�p'0219•'lO ALUM,CMU OR MASONRY 1 EDGE O P.xPimlion Date Z) ® ® DISTANCE BY PER Mlnmi Fro&rA ANCHOR EDGE DISTANCE E O NOTES FOR INSTALLATION OPTION G 8 H: pER ANCHOR G 1�� '�GENSE•'•.'P �� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.NOTES FOR INSTALLATION OPTIONS F: ��.•' \ 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 125'X 2.11°X.125'MUWON. LOCATIONS. 2)SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;••,•V` g �6. ;_�`` LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. i •N a•Inr E. FL BB705 TABLE 1A » - a Mu)Aon C a Table 099#92 Opening Wk th((orferlica*sparvirg mullons)or Opening Height((or horizor 0psparrtlrg 1lwEorl3) �'«� 50N 60 to 701n 601n 9010 100 to 120 In 1401» 1606. ' ReefanVIN TmA?darg. R omlIde TrwIdan0. Reel-0- 1UPM8n9. Redang9v TwWfla.g. Ratan9War Tmpl7da.g Rwl..Aar To".na. PIWW WAN TfI VIII09- Redww f TrapRdw.g. R.WgWar Tmpttdarg. cl Q. 9 1X2%.126 Leeft t.oa99ng Lwdng Loafing lowing twdng L.0s.9 Load.g LUdng (oaring Loadmg Lwft tax4v Load"g Laedv LoWd V Los Lwdog sir U Alu"I.Tube 'Ae' h'' ,& .2.a' *' k,. .$" �' .$ ,&' $ A' �' t's• $• .' 1r'' _ .& ,`' :6•_ �•_ !e'' ,�'A WA NMullion z 42M 111.9 408 129.5 332 03.2 409 116.6 325 Me 408 /07.11 321 698 408 104.4 319 at 408 104.0 310 55.9 408 104.0 319 48.6 405 104.0 319 39.9 408 104.0 319 36.0 408 104.0 319 d W IB In 74.9 312 83.8 256 624 312 73A 252 63,5 312 97.0 246 468 312 63.2 240 49.8 3t2 61.3 2H 37.5 312 61.0 244 312 312 64.0 244 2&8 312 81.0 244 23A 3f2 61.0 244 LLLLWlllll 50.6251" 83.9 291 716 234 632 251 61.6 228 46.6 251 65.7 224 39.9 281 52.1 222 aft 281 50.1 220 31.9 281 49.3 219 26.0 281 4&3 210 22.6 261 493 219 210 2af <9.3 21@ W �B U) 6410 628 247 67.8 267 43.9 247 49.0 202 37.8 247 44.0 109 329 247 41.6 196 29.2 247 39A 194 28.3 247 35.4 193 21.9 247 3&1 103 10.8 247 3&1 183 1&4 247 38.1 193 m O I" M c 6010 38.4 200 41.2 170 32.0 200 3SA 109 27.4 200 31.5 103 24.0 200 28.9 160 21.3 200 27.9 159 t9.2 200 25.9 t57 169 200 25.0 156 1- O ff••{ _=1 639. 33.1 161 353 155 27.6 101 30.$ 152 23.7 161 299 149 20.7 tet 24.5 t4a t&4 181 224 144 16.6 let 21.7 t43 Z N Z 68 1. 284 965 3111 942 244 166 26.1 139 2a8 165 23.1 939 1&0 fes 21.0 934 t8 721. 22.2 139 23.3 120 18.5 939 199 Ila me 139 1T.5 118 W UJ 761. 1&9 125 19.7 109 1&7 125 10.8 107 c z 78 h 17.5 118 1112 104 j Z 2 Q O TABLE I ANCHOR CAPACITY ADJUSTMENT FORMULA: Q N Z AnchorCepaettyTabte b11 -- 1-- ( 6p ANCHOR CAP.,-,„, _ � 63 6W01mte 2.79 4bwmte 3.5K Ome. HN"CMU FAM CMU PT Wood Metal (DP_)X l ANCHOR CAP.,,, MULLION CAP.,,,,,,,,,/ Andw7ype 3r18'ElcatAmce" 141 1" &W Eke 3+lrftoLWbccm 1A,Mo tAtmpol. 114.53 Eko 5116'Etco I/V S$Eko A103teN At281ed $12 SIM W X AnchorClIpPattema Ultracef A99&Qfw U5mc0" AggmGatw Scre (O5)Sarea(GS) Swew(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edw Oiatenw(Ir r 2.117 1' 2-Ire 3-1x6' r 2-vr I. 2AIr r 3.1181 r 0.4r o.s4• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN V X Embedment 1-314' 1.314• 1.374' 1.33• r 1414' /414• 1-114• 1-114' 1414' MW 21 1-&$, tars wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancbwa@9 a75'MIn.O,G./slatMad orQ/Sd cop(Fig 1} 390 ala 300{Os 450 ab 890lbs 164463 2701bs 2800» 359Ibs 740Ws 374 tm 6811bs 94a a,s 341164 442159 5a0 ma OPENING,WHEN IT IS LOWER THAN THE MULLION O< z 4pQ�(%I^j�f 4Anet0m�l.tY M81.O.C./Standard(vOfte6 COp ft.2T 4606s To06a WA WA WA WA 36016a WA WA WA WA WA 682 1b, 1185Ibs 112004 CAPACITY(FROM THE TABLE)OF THE SELECTED �$ a6� 4A.I*mQ3'MIn 0.C.7(2)2<5Arde Dips1ft3k 7806a 78oM 0806* t56016a 18961b* 540 ob 560lbs WA 7606s 748w 880 roe 169264 68264 8115Its 1120 R.a MULLION.RWILL YIELDAMINIMUM ANCHOR 2 AneOwa D.4S Mir.0.0.1 Ut2ip,Wa.iZS'Atom.(Fig.d} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 It. CAPACITY WHICH MAY BE USED TO QUALIFY i MChor/FCtlpffV57 1956a 1050. 22564 445Ibe 5221bs 13569 too tm 1776a 3706* 18764 332 tbs 4T36a 17094 2211ba 280ib* ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhm6 t.15'MIn.0.CJ F,t77Ip(F{g.8j 280569 3506* WA WA WA kfA 490164 WA WA WA WA I WA 34164 442aa 56069ANCHOR 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 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, PRODUCT RGVISEb pa wmptyiog with the RaftSEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. _,.. -^� 1.000' )^'- Build'ntg Code w A-ptm.w No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. @xvati Data I FIGURE 3: B7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami a eroded HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000» 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 � 't2� ����'(�'�.��.h91jL�,1j1,� FIGURE 4. FIGURE 5'. FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G9O.WOOD SHALL BEPRESSURE-TREATED r :��i�•• CENSe•'•.R YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' I „. :• '•.'>`t , ♦ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT t'X2'X.125'MULLION 66705 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -�4 xo- ♦ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -- J' g7 TE OTl��wz A oil A.LYNN) (=R,A.E. FL P.E.#58705 TABLE 2A Mullion Capacity Tabic aNO) FN Opening Width(for vardcalyl(-sparMW mUllons)orOpen(ngHelght(for hodzanta*spemingmiklons) s r, 80in 6934 7014 60M 06M 100N Y20M Stall /e6NRmt.oftr Tg.'Man9. Rectangular Trap'rdeng. Rootorgukr Imp7Tnatg. Realgider Tmp'7dorg. Rectergutar Tf*Tdarg. Recten9ular Tmpmarg Rcolargutat Trepmarg. Rectengldor Ttaprmang. Rmlangubs Taplydani1 X 2 x.375 Loaditg Marg Leading taaaNB toad g Loafing Loaling Loodirg teadi g Laadhg Loft Laadin9 Loadi g foadbg t aadn9 tm6rg loafing Loadtng 115 Alum-Tuba t D a s '8 Fa a D �7 'i I7 _ ki [+! Mullion g l I& & 1 1 1 1 1 1 11jTg,9 a �a Z 42N 170.0 820 17x0 435 11K31 egg 7700 479 12917 882 170.0 691E 11136 862 189,6 Ste 1008 882 11809 6117 00.8 662 11699 617 75.7 662 18x.9 617 04.0 682 188.9 517 68.7 662 16119 517 d 46 to 121.6 607 1380 410 101.4 ;A7 N8.2 N6 sag 507 t03T 493 7&0 SW 1028 3� 67.8 Sat 99.6 7 6ae 807 g0.4 398 50.7 607 99.0 386 43.4 607 99.0 350 39.0 507 99.0 396 50.62514 103.7 456 114.6 379 864 459 990 371 74.1 458 90.5 364 81.8 45B Oto 360 67,6 456 911.3 357 61-6 456 800 358 432 456 60.0 358 37.0 458 60.0 358 324 458 Sao 358 lY 54 N 85.4 400 93.3 330 712 400 600 320 61.0 400 72.7 371 534 400 67.3 310 47.5 400 64.0 315 427 400 623 314 35.6 400 61.9 313 305 400 61.8 313 26T 400 611.8 313 m O 115 a 60 in 623 324 800 278 51.9 324 67.5 270 4(5, 324 51.2 264 309 324 469 200 346 324 439 257 31.11 324 420 256 2&0 324 403 253 222 324 405 253 19.5 324 40.6 253 ' {n to 63N 618 291 57A 252 40.8 194 49.2 246 38.4 294 47.8 241 US 294 39.6 237 29.9 294 37.1 234 28.9 294 352 232 224 294 33,5 230 19.2 294 334 230 166 294 33.4 230 -J 68N 48.6 2W 40.6 230F1.04 268 424 '715 33.4 289 37.5 221 732 268 3(11 2119 20.0 288 31,8 215 27.4 288 29.8 212 105 268 MO 210 18.7 268 27.7 209 148 268 27.7 209 Z 72114 36.4 to 225 37.9 186 225 322 191 25.7 224 28.4 188 226 225 258 185 200 225 23.5 182 100 225 721 100 15.0 225 20.3 177 129 225 19.6 !76 f4.3 225 SAB 476 V 78N 30.6 7171 320 177 203 27.2 173 21.9 202 23.9 170 79.2 201 21.5 167 17,0 202 19.7 185 153 101 164 183 128 202 107 180 10.9 202 15.9 156 9.6 201 15.0 158 IL 78N 203 1BT 28.6 188 192 25.1 185 Z92 1192 220 162 17.7 IN 1917 159 157 192 18.1 157 1142 192 1fi6 155 15.8 192 15.2 152 10.11 1192 14.4 150 8.9 1S2 14.2 1150 Q r 90tH tff5 144 S9A 128 143 11811 178 98 N 152 127 15. Q Z 8 113 0�'3 � C TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: y Anchor Co ac Tabla @a ANCHOR OAP. W X SuMimle: 2.7k Cbw la Abk Conn. Roaew CMU Filed CAlU PT Wood Mela1 (DP-)X .ANCHOR CAP.,,,,, N Sf 16•Eko 114'SS Elm 51161 Eke V4'SS Elea 910 Steel 912 Steel 912 Steel MULLION CAP.,, ,,,, 'L AximrType' 3ttff Elm U3fecon tts•Ekq ta9mon 37s6•Elm Leucon 1114 Eim 116311x889 AnohorCltpPaltL'rna UAmcan AgWeOma t9axon AgveGamr S4rtw(GS)scn:w(65) Satex{GS) USE THIS FORMULA 7OOBTAIN THE'ANCHOR U X ,d Edge Dlsttace on) r 2-11r r 2-6r 3.116• 1• 1 2-fir I t• 2.117 r 3.1w r 0.4V 0.54 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN OQ• 3 0 d Embedment Mt I tYV 11374• l-3r4 1-W r 1.174- t-Im 14M 1-174 1.174 1414' r /'Ot6' I-" woes ACTUAL PRESSURE REQUIREMENT FOR THE g8 2Arw @ 4.75•Mh O.C./BtomLvd or0(aeI aq(Fig.1k 390 Ra 390 ms 950 Ox ego 0>e iB14 Ra 27o Rs 2W Rs 354lbs 740lbs 3141be 6041os 9481bs 31116s 4421bs 580 Rs OPENING,W HEN IT IS LOW ER THAN THE MULLIONIt A7uwbom�1.15•MhO.C,/3tardl[d(ortMaet)C6p(Rg.2): 480Rs IMM NIA WA NIA NIA 3WIt. NTA NIA WA NTA WA 882 @s 8&ii5o 1120 too CAPACITY(FROM THE TABLE)OF THE SELECTED P4A- 03,A9n CLG 1 R)2R5Angle O 7(Fig.3T 780 Ws Teo as SW Rs 15W Rs 1896 Ons 640 On 560 ins WA leo Ina 74a lbs Sw fns 189263 692 be 655 lbs 1120 Be, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2.2 Anc0om'0.,Vm.0.0.IUCttp,kdo.125•Alum.(Flo-ik WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 F. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anola 1"10 IF 5): 118519 19594 225 Its 445 bs lin 135 Bs 140 W 177 ft 370[be 1187 Rs 332 P. 4731. 1170 ars 2211 Rs 2BD tbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncMs$41.Y5•M5s.0.CIF-Clip{Fg.Bk 240 R4 350 D4 WA WR WA WA ISO&A WA WA WA WA WA 341 Ra 4423bs 560tW ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: --^--17 TABLE NOTES. PRODUCT REVISED as complying wild 3h9 Fit"B 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Cedt • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000- r+- Acceptance No 1 113 EJtP11afI0n Datt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BY FIGURE 3: Mislni T4oduM' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.000• t l 1 I r F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. t L 7 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-FILLED375' -- 0GENg�:''-�F;g FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7: No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t•X 2-X.375-MULLION LEAST.12W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND * THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.&NN Mlt FA,P.E. FL P.E,#58705 TABLE 3A rro Magian Ca c Table ib9fft2 ��3 Opening Width(tor vel5ca*spalrirg mtC0ns)or Opening Height(torhodmnla*spalvtifig anfions) a�� 501. GO in 7014 so in Win tooln 1201. 1401. 160 in 9 Q 1 XZ76It ReeMnguMr ThtX7dwg. f7ederyprou Troprl'tlu1p. Iteetxrp6ar 7N7dMmp. Reclan0+ler TruplRlevO. Rx6n01aer TteWaiMV. thctagilu TMpTdena. Reotowar 1lepntleng, Rea-04er TMpI01u19. Reatpnp6at ltep(rden0. °a' .376 Alum. i.oad69 Loading toaffn9 t0ad4fg �®n9 tpadn0 Wadrp taasip lauding LoednO towing La4m09 ta�n9 toadng tnadn0 Loacln0 ta4tw LoadnO �2 Tubo ..Twl ... -f.., ., �a.. �f ^ fir Mullion 15 J I eY a Jua d �.F41i @ dr d Z C/3 n � 421 170.0 O20 170A N5 170.0 7N 174,0 478 170.0 Me 570.0 508 170,0 B92 1700 519 170.0 1116 170.0 621 170.0 1240 170.0 521 140.7 1301 170.0 671 127.6 1301 170-0 621 111.6 1301 170.0 621 O 4151 1700 7015 1700 d23 170.0 850 178.0 681 1700 992 1700 a10 170.0 1833 170.0 681 151.8 1819 1700 877 138.fi 1139 170.0 6150 1.3.8 1139 170.0 G80 97.8 1139 1715.0 6B0 155.{ 1139 170.0 680 W 50.0251 1700 747 5700 593 170.0 ON 170.0 031 187.0 1032 170.0 664 US.$ 1032 170.0 723 1305 1032 170.0 747 117.4 ton 170.0 759 87.9 1032 1700 758 m.9 tO32 17MO 758 73.4 I= 170.0 758 tG �� to 541 170.0 797 170.0 612 101,3 001 170.0 601 1382 907 164.7 730 120.0 807 152.5 720 107,5 DOT 146.0 714 eau 907 141.1 710 150.9 907 1400 709 69.1 907 140.0 709 80.6 907 140.0 709 m C 801 t{i.f 736 1814 625 157.6 735 1303 811 100.8 735 116.0 599 882 738 100.2 $90 78.4 735 99.6 583 70,5 735 96.1 578 SDA 735 91.0 574 50.4 7,5 91.8 514 44.1 735 918 674 � 63 H 1219 am 1300 670 101.6 888 111.6 557 07.0 660 98.9 547 762 668 901 $36 07.7 689 153.9 531 60.9 668 79.8 520 SOA 666 76.8 621 43.5 666 760 521 301 666 7116 � 'J 661 106.0 607 1124 672 �.3 607 98.1 511 75.7 FA7 65.0 501 68.2 607 77.1 493 58.8 607 71.5 486 W.0 807 67.0 481 N2 807 63A 476 31.9 807 0-7 474 33.1 S07 02.7 474 721 St.B 810 155.8 N3 66.0 5!0 73.0 434 563 14 61.3 426 51.0 510 57.8 418 454 510 53.3 413 400 510 500 406 34.0 510 45.9 402 202 S!0 44.4 399 25.5 510 N.3 3" 2 00 781. 69.4 459 71.6 404 57.6 458 61.7 392 49.6 450 54.1 385 43.4 458 40A '378 30.8 458 4" 373 34,7 458 41.6 369 28.0 459 37.7 302 24A 45B 38,0 359 21.7 45B 35.7 350 _y J ,'Z 7S H 642 435 67.0 331 53.5 435 68.9 377 45.9 435 48.0 3611 40.1 135 N.1 360 35.7 435 409 355 321 435 39.1 351 208 435 34A 344 228 435 326 341 20.1 438 322 340 ¢ 1101. 41.8 327 43,1 34,8 327 38.4 2155 28.9 321 31.8 280 20.1 327 2153 275 232 327 25.7 7fi 20.9 327 23.7 268 17.4 327 2tA 262 UA 327 19.3 256 Q N p gap 34A 207 35.4 267 28.7 287 299 282 24A 267 28.0 245 21.5 287 23,1 244 10.1 267 20.9 240 17.2 287 18.3 237 14.4 297 169 232 � � Z 00.p s. 1081. 242 227 24.1 205 20.2 227 20.0 201 17.3 227 iD.O 1915 1B,1 lfl.0 195 X .00 111 H 223 216 22.7 194 18.8 215 18.1 tot 159215 1&8 188tu N 1201 179 181 17.0 181 N Y U X Ct C7 O TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: a• Z fA b Anchor Ca ac! Table bs ANCHORCAP.,,v,TM Subsltale: 2.7k Ccncrae 3.51 Canro. RON"CMU FAMCMU PTwopa Metal (DP„ce)Xt >=ANCHOR CAP.,,, 2' Anc1wros 3718'Eko totmtm it4'Elooftnoon 511e'Elco yfrEkptAuxaa 1W Etcp teaacon 14•aS Eko 5ft8•Efc4 114.88 E6p BtO Steel 8123teel 8f23tea MULLION CAP„e,",,, pnchorCllpPattems U1lrocon AW.Gotu tl0raaon AOOM(ist0r 9cMw(G5)SCnn M) 3rrprv(" USETHIS FORMULA TOOBTAIN 7HE ANCHOR 66 Edgp Dlstanae lH7. r 2-1/r 1' 2-VZ' 3116' r 2-rrr r 2arr I s.va r o,N• e.5r 0.324' CAPACITY REQUIRED'CORRESPONOWGTO AN Embedment Onk law 1-14' 144 1314• r 1-141 1.1/4' t-!N' 1-114- S•Sri• 1.114• r 1-16' 1.3+6• �e4e. ACTUAL PRESSURE REQUIREMENT FOR THE 2AncMM®4.78 M1..O.G l94a$emp'09sa qtP LFlO.tk 3902 39O8a 4506. 89Om 16440$ 2ro0 2ao _.354011 740&8 314165 W41bs 94510a UW3685 560[be OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anatrors@ll�Min.O.C./SYaxW(or OBse0C0P ft.2). 480 ars 7088$ WR WA WA t0A 381116. WA WA WA WA WA 1126 Ws CAPACITY(FROM 71.E TABLE)OF 71.E SELECTED 4 Anch M03.Mi,0.0 1(2)2i5An*VIP 1(Fl0.3k 7609. 76080 6606. 15602 18986e 11401. 5wlb WA T60m 7469$ NO Ins 18921b. 11202 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AraTam O.LAthO.C.7IFCtlp,6to.i25•AX.4.iFlO,dk WA WA WA wA t8A INA fw WA WA WA WA WA 7152. CAPACITY WHICH MAY BE USED TO QUALIFY fn,wdw7Fceplrp.sk 1952 19564 2256. N5m an 9w 135" 1106. 1776. 37oms 167164 33216. 4732 2802 ADDITIONAL ANCHOR OPTIONS FROM THE 2AraboMUl.iS'Mp.O.ClKpalFq.6k 24fl@e 3500$ WA WA WA WA 890(bs WA WA WA 1481 WA 3412 442@x, 560110 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ( :6)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. `�•-"/ PRODUCT REVISED as complying with Wo Flaft FIGURE 1: FIGURE 2: Building Gtda FIGUREA--- cctVo16'atl$.p TABLE NOTES: Bxpimtion Dela 041 i u ; • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 157 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i Product(kaaYl FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE LYN11+ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.Fe :1 F I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, Pio.58705 •`ryr1�_ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 650.WOOD SHALL BE PRESSURE-TREATED 375 (,� p j/ ' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5083-T5 AND BEA MINIMUM OF.125' � / O 1 6 :•r * U�11_,...+..J • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ST -C UUUUr - LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.375'MULLIONjS, •. (OR10P.•'`��� � THE MATERIA.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. tr�� -'••' fit\�� d L(Tt'r"j)�yy DER,P.E. FL P:fPh58705 TABLE 4A Mailfort Capitally Table (9181 Oponlrlg Width(tor terdcely Vart lrlg ml4lons)or 0poning HNgh!(tor horkorta9y-sparwing md5ons) a! 50111 Win 701. 60111 so In t001n 120 N 140 in too to 13[2.741[ Redowl. TtW1111ag. Racienator Tmgm-ng. Rociosuft Ttapri8mg. Radatpotar 7(apnOsag. Recta.FAm TfwTdung. RosiengL"r A 91114 g. ReManSAm TtWoImp, Roctan4�tct 7mpllmgO R.[wW t •SeMdtwit; lx&76X forme taadrg Lon6ng Loednp Lnadng Loadtp Loadn9 LWAV wwft LOedro LOadng Loaft LoaLOadrg Lmdng Lcadng Loadng L"(1no Y i 22 3" 2^ sMufflon ^ 'a.• Tuba g ` _ K a a a a a a a zr $ qr g Z a 42111 170.0 8211 1749 435 170.0 744 170.0 479 170..0 880 170.0 506 170.0 002 110.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1466 170.0 521 158.7 1820 170.0 521 138.8 1820 170.0 521 J 48 In 170.0 708 170.0 524 170.0SW 170.0 584 170.0 981 17MO WO 170.0 1133 170.0 661 170.0 12]5 170.0 877 170.0 1417 170.0 660 141.7 1417 LU 170.0 880 121.5 Nil 170.0 660 108.3 1<17 170.16 880 LU 50.825111 170.0 747 170.0 563 170.0 688 170.0 631 1740 1046 170.6 684 170.0 1195 170.0 723 td28 1288 1744 747 146.3 1288 170.0 750 121.9 12(16 170V 750 104.5 1288 170.0 755 GIA 1286 1740 756 UJ O a 54N 1740 T8T 170.0 812 170,0 948 170.0 981 170.0 1118 170.0 741 150.7 1130 170.0 803 13.09 1130 170.0 837 120.6 1130 Vatt 858 1005 1130 170.0 601 80.1 1130 170.0 861 75.3 1130 170.0 501 (D O N M 60N 170.0 665 170.0 701 14(1.5 BIS 182.3 781 125.5 915 144.5 746 100.8 914 132.0 735 97,0 015 123.9 M 87.9 915 1165 720 73.2 916 114.4 71S 02.8 015 T14A 715 54A Bib 14.4 715 H O J 63 in 151.8 630 161.0 7tO 12&5 830 138.9 894 1085 830 1233 881 04.9 830 112,2 610 a4A 630 104.6 882 75.8 830 89.4 ON (M3 830 045 649 642 WO 94.1 849 47A 830 94.1 649 = U BBN 132.1 757 140.0 B50 110A 757 110.8 838 043 757 105.0 624 826 757 96.1 614 734 757 68.1 BOB 68.0 757 812 600 65.0 757 79.0 593 472 747 70.2 691 413 757 752 591 (1 } 72 N 101.7 036 106.8 552 648 830 81.0 640 727 638 60.1 530 83.6 OSB 722 521 50.5 838 66.5 514 60.9 938 023 506 424 838 573 400 36.3 638 55,3 497 3t.8 638 55.2 497 co 113 781. 84S 571 90.4 4N 721 571 76.6 466 B 571 87.4 479 54.11 571 60.0 47t 46.0 571 565 484 432 571 51.8 4% 38.0 671 0..0 451 349 611 448 441 27.0 571 44.4 446 Q �' d 78 N 60.0 542 83.4 414 66.7 512 79.8 405 67.1 542 82.1 458 50.0 512 55.7 440 444 542 51.0 U2 40.0 Sit 47.5 437 333 542 420 429 284 512 40.6 425 25.0 542 40.1 423 O 00 N 52.1 407 53.7 361 43,4 404 45.4 345 3]2 407 38.8 349 325 407 75.3 343 26.9 407 321 336 28.0 407 240 334 21.7 407 28,1 327 i8A 407 24.1 322 183 407 234 310 t0 Z W kt 429 356 44.1 320 354 356 372 314 30.7 356 324 309 248 358 26.8 304 23.8 356 26.1 300 2F.S 358 24.0 296 17.0 350 21.0 289 153 359 102 294 {q x 'O-O 1051- 30.1 283 30.6 255 %.1 263 264 251 21.5 263 225 247 16.0 263 18.9 244 18.7 293 10.0 210 15.1 263 10.5 737 W to 111 N 27.6 287 20.3 212 23.1 257 238 236 19.8 281 20,8 235 IT.3 287 163 231 16.4 287 16.5 228 D.' N N 120N 220 2N 223 209 1&3 220 19.6 205 15.7 220 SB2 281 Q X ¢ O Q TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: O_ Anchor Co ecl TebH be ANCHOR CAP.,,„,,,,,, Sobstrale; 27k t•Unctete V-k Ho9ow CMU Fled CMU PT Weed Melat (DP,)X{ ANCHOR CAP._AaAar7ypa 3116'Elco w5on i!4'Eka Utirecon 3/19'EboUtracon 15[511114•SSElco SrtVEtc. 114.68Elco 81011k1l 0128ted 112 Sled MULLtONCAP-AnchorCllpPattemb AWeGslor UOmcm Agmecelm Scrwr(Os)Scmw(05) S"-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdgeWtamMt 1• 2-frr r 2.111 1' Z10 r &Ur r 3.118• r 0.46' 0.54^ 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN k1-314' t3r4' 434' 1314• 1.114' 1.1/4• 1-114' 1.114• 1414• 1-1/4' r Pala^ taro' odes ACTUAL PRESSURE REQUIREMENT FOR THE Off.it 39000 39015, 45 R. 890 2700, 280 rm 3S49m 74374 tLs 6840, 9460, 341 bs 142ibs 500ae OPENING,WHEN IT IS LOWER THAN THE MULUON 4 Atmh m®1.14 Ma o.4/Slendard(a Cbset)CO ffb.27 480 Me Too Os WA WA WA 380 0s WA WA WA WA WA 682 09 BBS iizo0a CAPACITY(FROM THE TABLE)OF THE SELECTED dAochxs43•Mrn.0.C./M2s5ArveC6p1fFq.3T 78006 7W0s 680 the 158005 5400, 560116 WA 76006 743104 89015. 1882te0 6826x /120165 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Archom®0.45•FTA C.I LICUp,010.125•Akm.(Flow 4T WA WA WA WA WA WA WA WA WA WA WA WA WA 715 0f CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arxaeo<l F4 (17p.57 19504 185tes 2250, 4aSibs 82216, 1350, 14pt6s 177W 370 107 its 3321ns 4]30, 170 1[6 221 Ns 2800, ADDITIONAL ANCHOR OPTIONS FROM THE 2Amlim®1.W Mh 0.CJ F-01p TW 6): 24005 3500, WA WA WA N!A 1BO Ibs WA WA WA WA WA 1 3410s 4421to 5800, 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 SHEEP 24. PttoopCf REYISBD at complying with lho Nor1d6 BAdingCode t(••69J6.43 FIGURE 1• FIGURE 2: TABLE NOTES: Acceptanm 240 -1 1.000' �--- Expiration Date JZ,C1i� SEE SHEEP 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mime- do1 f 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE t�11r 7171 FIGURE 3: ��` ,ti0 -.......,1114e. -I F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2„750' 4@�.•' ,ICENSQ••. � FO • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r: No.50705 'f ANGLE CUP 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 650' :• "• FIGURE 4: FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.I25' �A�O '. f�f 1� •!'1J� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT »Q sTA� a LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75•X.650'MULLION '��`S•F{a ��A' •aC?- THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'S/ E` �, UN& t• 77it1 t fl it," A.LYNN MILLER,P.E. FL P.E,#58705 TABLE SA rs Mullion Cs ao TabI9 lbsde) OponinpWidth(torv6Nie sparWn1LA4orIs)or0ponin8Hdpht(tarhgdzord7y7•spelrirgmU6ong) 501n 60 In 701n 80 in oft Joe 041 i2o in 14014 7601. yC Ro -Vft mswnfang, Reclono"Iff 709011dwq- Reviongolor TI9p MXV Reetml u Tm WTdM. Rectangular TteA1Mx4 Roduagul. 7teArlt7enD. R9eletepder Towma o. Roclangular TmpM4M Roclogu19t Trerlfd9ng. d 1"x3.126"x loadrp Lo8mv toadt Loackv Loaditg L-4110 Loodi9 Lwdng Loafing L-1110 Loadng Wolfing Loaft toadn9 Loamy Loadng Loadn9 Loo649 gra �*• a_ z^ z• F r Z• z•_ k S _ t •_ a a k33 44011 11 1 Tubo Mull z.. ... g., g.-. a '�.. g a.,. - a age a .. tea} e,p,• �` � ("�� o v v v v '41 � vil � .� � I' �c Zc 211 1Txc 4214 170.0 820 170.0 435 1704 744 170,0 478 170.0 866 170.0 508 170.0 992 170.1) 510 170.0 1118 170.0 $21 170.0 1240 170,0 521 170.0 1468 170.0 621 110.0 1735 170.0 621 154.4 1802 170.0 511 J 4014 170.0 708 170.0 514 17U BSO 170.0 5% 170.0 9621 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 ego 157.1 1577 170.0 880 135.1 1577 H0.0 880 118.2 1577 170.0 880 50.825Ds 170.4 747 170.0 583 170.0NO 170.0 831 170.0 SMB 170.0 654 170.0 JIGS 170.0 723 170.0 1345 170.0 147 170.0 1494 170.0 756 141.7 1496 170.0 756 121,5 1495 170.0 76@ 106.3 1495 170.0 760 O 0 5110 170.0 787 170.0 612 170.0 058 170.0 891 170.0 1110 170.0 754 170.0 1275 170.0 803 18&1 1401 170.0 817 1495 1401 170.0 058 124.0 1401 170.0 801 10" 1401 170.0 881 93.4 1401 170.0 661 c0 C3 60 In 170.0 885 170.0 701 170,0 1083 170.0 707 1585 1156 170.0 878 138.7 1158 167.0 828 123.3 1758 158.5 817 111.0 1158 149.7 910 92,5 1150 144.5 003 70.3 1158 1443 863 09.4 1158 144.5 903 F J 811. 170.0 970 570.0 745 1593 SMB 170.0 850 137.0 5049 f55.5 860 1193 1019 141.7 6{6 1085 1049 1320 838 95.9 1019 1255 828 78.9 1049 1183 020 886 1049 118.9 818 59.9 1048 116.9 669 88 N 1888 1155 170.0 788 130.0 956 151.3 801 118.1 965 133.7 788 101.2 056 121,4 775 82B 005 112.0 785 83.4 955 1084 757 88.5 955 89.8 749 59.0 955 087 746 521 955 08.7 740 ? 7214 1283 BOl 131.9 eB7 107,0 803 164.8 082 91.6 603 101.1 670 80.3 803 91.2 859 71A dpi 83.8 8/B 81.2 603 780 812 57.5 epi 1.Z 45.8 803 89.8 873 40.1 803 89.7 817 78)4 1092 721 114.1 618 93.0 721 07.0 016 780 721 85.1 685 883 721 78,5 596 80.7 721 70.1 688 SU 721 &S4 679 45.5 726 38.0 721 58$ 584 34.1 721 56.1 583 _ $ Q -7 781. 101.0 884 1014 599 012 884 89A 567 722 601 78A 578 83.1 681 70A 587 58,1 684 MA 555 50,5 684 59.8 651 421 884 3&1 084 $1.3 538 31.0 684 50.6 534 F- Z 001. 65.B 514 67.0 450 54.8 514 57,3 448 47.0 $14 50.0 440 41.1 514 44.6 433 385 514 40.5 427 32.9 514 31.3 421 274 514 23.5 Sit 30A 408 20.8 514 29.0 403 Q H Z � .�„ 861. 642 462 55.7 401 45.2 452 47.0 308 387 452 488 390 33.0 451 38A 384 30.1 452 329 378 27.1 452 30.3 373 220 432 19.4 452 242 359 16.9 452 22.8 355 {~j7 g0••� 1081. 30.1 357 38.0 322 31.7 357 327 317 27.2 357 28.4 312 23.8 357 252 308 21.1 357 227 303 19.0 357 20.0 289 15,9 351 136 357 102 737 71.0 357 IS.q 283 W N t� III In 35.1 338 35,8 306 292 338 30.1 301 26.0 378 18.1 298 21.8 338 23.1 282 10.5 330 20,8 288 17.6 338 18.0 284 14.8 338 125 338 14.8 273 11.0 338 73.6 268 D-` S N 12014 27.7 280 282 283 23.1 789 23.7 259 19.8 201 206 250 423 289 787 252 184 289 183 249 13.9 2&9 14.@ 248 51.8 289 9.0 209 114 238 87 289 f0A 232 x Q ?�„ a.� 0 0 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: d. Z 0 Anchorce ci Table ms ANCHOR CAP.,,•,,` �� Su64122a 27K Cott4dc 5.0 3.SYCmC. Httmw G4U F�rf CMU PTWma metal (DP„)X� )=ANCHOR CAP.. 5115 BCD Ud"53 Et0 6ItC Eko U41 SS Bto OTD sleE1 NtZStaai qLZ St6aI MULLION CAP.,,a,,,,, AnchOrCOpPettama I)SaorType 3'1541BwUnracon VrEkoU9raton Uerxon s'iCElcoMImCm 114`EkoUOraw4 AggmD3or Ulmon ag)IaC.ator Scmt(Ls)SMAIM SCre (Cry USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Uslane pnj r 2.111 r 2-102, 3-UB• r 2417 1" 2-112 z I sub• 1 0.48" 1 0.50 0.3241 CAPACITY REQUIRED"CORRESPONDING TO AN EmbeconenIlIpI Lard• lair torr lair r 1-114• 1.1141 Lara• f-1141 taro• 1-va• L tare• 1318• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2AACtm@47wmno.C.7swxworomeicepoig 4 BOD IDS 39D 9a 65OAs 0906s 26440116 270ps 20D 0e 3.54 Mn Wd01to ala 9n t#'d ps ws6s 341 RIS 4+72 p6 t tr OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amfts 01350 Min.O.C,181mM,mm(ar CMd)C0p R19 2) 460 W 7001os NIA WA NIA WA 380Oc WA NIA WA WA WA 929n 865 to 1121 MS CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcIqn493'MM1.o.C-W(2)2x5Aig1eCFM1g423j: 760 p6 78066 00 ps 15M ED 1MRn 64DDS Mtc NIA 7801[6 746 ms deo pa 1B92fls 02" MRS I 112796 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArctOm 680.05•Min.O,C-/UClp,into A2WAlum.(Fig 4T WA WA IIIA WA WA WA WA NIA WA NIA WA WA WA WA 107326 CAPACITY WHICH MAY BE USED TO QUALIFY talct�7FsipgTa67 tBBps 195 as 225ps 4d51te am Its 53569 140ms 177 ft 3701te IST an w2ms arsms stops 22164 26Dms ADDITtONALANCHOROPTSONSFt20MTHE 2Aneron®1.19'MI40.CJ F-C O6j 240 Me 350 Po6 NIA WA IIIA ILIA 100m NM WA NIA WA WA 311101 442 ma me to ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED as complying with dw Fkdit N1.000"•^4 Building Cock FIGURE 1: FIGURE 2: TABLE NOTES Accev. No tc-6 2)$,00321 rmfiml Dalc i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. llada p1 \\SSilij7/r/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 ��'N0��-1•-•Illy ••j114 : 3.125' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `�'��`,•'y\GENSC•'•fi�P ''�, o -1 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. -'i;;• N0.58705 1. s_ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •500" - _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �- -.-t} r,)/ $ H ;-(ff FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF•125• A. THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND•046'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT C� S Ca17 • ( ) PX !ON '� f`�-. .[0.70;.-: LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (v VF MULLION) ........... �`, tiJ• • « Lt_Jl_.r_t THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �Lts`S'/Q)���..�G.�• A,7LYiLER,P.E. FL P.E.#58705 TABLE t)A Mullion Capacity Table(R)s)Ita) Opening VWidlh(for 9edloally4perring mWlons)or Opening Height(for hodwitell-9parrirg mulgons) 601n 60 in 7010 601. 901. Joe in 120 in U01n ISO In � 4 Ratengutar TnipMa/W. Rec2annitar TWTdang. Redmgdat TMpRlfang. Redmnatar T+aPn'dan9. ReetenguLar TmpR4mg. Re-1-91 r 77oplRtanc. Rectwww Tap/7deng. fuctwvWNr Traplalnng. RmlmpWm TrWnlwig. 1x4xA26 L-aW ft Looting La-ftLowing loadnu 10"na Loadn9 Loadng Laadnn toadofg 1nat9n9 Lcadfg Loft L dhn toadnp 1.00.409 PY Alum.Tube Mullion hC„ .. .. •a b~ d 15 Z ¢ m 421. 170,01 620 170.0 475 170.0 744 170.0 475 170.0 666 170.0 1 608 170.0 992 170.0 618 1170.0 1118 170,0 621 170.0 1240 170.0 621 170.0 1468 170,0 621 115.6 1469 170.0 621 127.0 1469 170.0 621 48 In 170.0 705 170,0 424 170.0 050 170,0 584 170.0 992 170.0 830 170.0 1133 170.0 661 130.0 1275 170.0 677 1503 1303 170.0 660 130.3 1303 1704 880 111.7 1303 170.0 880 97.7 1303 170.0 680 - _ 64,825% 110.0 747 170.0 603 170.4 898 170.0 631 1709 1048 770.0 694 170.0 1196 170.0 723 15&1 t235 flog 747 140.5 1235 1700 758 117.1 1236 170,0 766 100.4 1235 170.0 750 07.8 1235 170.0 758 541. 170.0 797 170.0 612 170.0 OWN 170.0 881 170.0 1110 170,0 764 164.4 1158 170.0 60 137,2 1155 110.0 837 123.6 1150 170.0 958 102.9 1158 170.0 881 68,2 1155 170.0 WI 772 1158 170.0 861 LU LU p W N 110.0 885 170.0 201 168.7 1042 170.0 747 1429 1042 181.1 632 U&I 1042 145.7 815 111.2 7042 138.8 601 100.0 1642 130.2 79f 83.4 1042 125.1 782 71,5 1042 126.7 792 626 1042 125.1 782 F (0 631. 170A 830 170.0 745 1512 992 1639 810 1209 992 /44A 799 113.4 902 131.0 782 Ila$ 902 121,0 768 90.7 992 like 765 769 992 163A 745 649 992 108.0 744 56.7 992 108.0 744 y J 661. 165A 047 170.0 709 1379 947 140.0 780 11&7 947 130.3 768 103A n4 117.7 752 91.0 947 1017 735 027 947 182.2 727 68.9 947 05.1 713 59.1 047 84.0 111 61.7 847 64.0 711 Z U) S721. 1359 Big 1421 737 1132 549 121.8 722 97.0 619 108.9 786 64.0 549 96.4 898 766 049 68.7 686 67.9 949 SZ7 676 We 849 75.3 659 40.5 049 725 052 425 649 7Li 651 � LLS _ 761. 176.5 762 tM7 566 90.3 762 iM,6 852 826 782 90.0 610 72.2 782 809 828 912 782 742 820 67,6 782 6&2 813 18.1 782 629 602 41.3 762 69.9 691 36.1 782 99A 595 Q 3 Y d `i 70 N 1089 721 111,0 631 89.0 724 91.8 621 7&3 724 62.9 609 689 721 71A 699 59A 724 85.1 691 63A Ili 83.4 583 44.6 724 67,3 573 382 721 64.3 667 33A 721 $3.6 665 _I �- 90 to 699 641 71.6 403 68.0 543 60.7 474 40.7 643 529 466 43.5 543 47.7 468 308 543 42.8 452 34.6 643 399 446 29.0 543 349 436 24.8 513 32! 430 21.7 543 307 426 O 961. 51.3 478 58.9 427 47.0 478 49.7 419 40.9 478 432 412 35.0 478 35.5 408 31.6 478 31.5 400 267 476 320 399 239 478 25.1 386 20.5 418 25.8 36D 17.9 478 242 376 l--• 1n" o N 8a dr 1081. 40.3 377 41.1 311 33.5 377 34.0 336 2&8 377 30.0 330 252 3T7 286 325 22,4 371 24.0 321 20.1 377 220 317 18.8 377 19,0 Me RA 377 17.1 304 v- tit N 37.1 347 37.6 323 309 357 31.8 St8 28,5 357 27.6 313 232 157 244 349 206 367 12,4 305 1&5 357 20.1 361 15.4 357 17.4 284 LU LU X 1201. 29.3 308 299 279 245 308 25.1 274 21A 9118 21.7 270 10,3 306 192 287 1&3 308 11.3 263 F. U) 144 N 17.0 212 172 196 U X '� a r Z 0 TABLE$8 ANCHOR CAPACITY ADJUSTMENT FORMULA: g Anchor Capacity Table jibs) ANCHORCAP.,,„,,,,f` Sabslmte: 27k Comda 35k Cmo, HoRmC4U FIed CMU PTYtom him (DP,,,n)X� }=ANCHOR CAP.- `516'EBo 114'SS Eko 5tIV Eioo 114'SS Ek0 SIO Sled 612 Steol 912 sled MULLfON CAP.,,,„,,,,, AnehorCltp Patterns '1ikt10f Type 3168'Eko UWacan U4"Eke Ulracan t60aem 118'FJcO%bacon Ua'Ek UWaem A9gmG.W Uft-m Aare06W 8-(G5)Screw(G9) SCWIG5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge 0stame pnk r 2-Iw I. 2.1rr 3-110' 1' 2.1ir 1' 2.1rr r 3.118' 2' 0.48' 0.54' 0.324' CAPACITY REQUIREWCORRESPOND)NG TO AN Embaft.don 1.311' taro- t-314' 1.1X4' r 7414' 1-114• 1414^ faro' 1.174' 1414' r tare' I-w Gii ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchwa 4J 4.76'MN.O.Q I Slar"d WMat UP-(FW%2), 390 b3 390 W. 450 VA BBOIds 1644 Re 2701bs 280 lbs 354019 740 ms 374 t 8841.53 946 be 361 mw 442 ms 560 ma OPENING,WHEN IT IS LOWER THAI TIE MULLION 4PUa 022VMhO.C,ISw%dad(aaaseQC1PTV,4 79025 700 R 5609,6 14701be Men WA 5609u NIA 630 Is WA wolbs wA 662 Ws a551bs 1120 Ra CAPACITY(FROM THE TABL.EjOFTHE SELECTED e Anchm0i15'Min.O.C.l Sluemd(or06e)Cep ft.4k NO 205 1400 lbs WA WA WA WA 760M WA WA WA WA I WA 1383.3 t7702a 22553 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anc6d4CrMh O.C.1(2)215An�1C!gm I To'5k 78020 760 VA 6691.53 1660103 10961, 540 ms 5801.53 WA 76D 23 746 ms We tbs 1 1892 ft 682 mo 6651bo 1 112023 CAPACITY WHICH MAY BE USED TO QUALIFY 0 Anthem Q r Min.O.Q 1(2)2.5 Angle Crips I V14 6)tj 1170 W 1fT0 203 1020 Im 2340 as 2514 r. ero 203 840 1b, WA IUD ma 7122.3 I=23 Ilib, 1022 90. 1327 ibs 160.0 ms ADDITIONAL ANCHOR OPTIONS FROM THE 4A.den@0.4VWO.C./UICPAkta,12VM=M (FW.lk 1.!A WA WA WA WA WA WA WA WA WA MIA WA WA N/A 74306q ANCHOR CAPACITY TABLE 2Amt-®226'Ala O.CJF-Mft6k 350bs 350203 280 ms 705 Ms 476 M3 I WA 260 iba WA 3151.54 WA 440 tbs wa 341291 442% I See Ibs PRODUCT'REVISM) 4Ancham a 1.15"MU.O.0/W0(Fig.BY.1 WA I WA I WA I 3e01b3 I WA I WA I WA WA I WA I 682 Wa I 86526 1 112080 1 os complying lvith dw FTerk% NOTE:FOR THE OFFSETCLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.000" (-- nit Elpimtion Date �( TABLE NOTES: B FIGURE I: FIGURE 2: FIGURE 3: F)GURE4: FIGURE& FIGURE 3: Miami 1)SFS SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 311 "�fJj • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 41/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l�.�y'Et.•'��GENSt; fi� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000" No.51)'/05 •>f TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. O .; ti • • • • • • C SUBSTRATES:CONCRETEIT(CMU) SHALL CONFORM TO ACI 391 SPECIFICATIONS.HOLLOW AND GROUT-FILLED y�n•'. STATE F • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' '<` /'LORiC7?:.' SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL -T '�( •.....STUDS TO BEA ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36 ALL ANCHORSM TO META HA EXTEND E 33AND.045-THICK AT LEAST 3)SCREW THREADS BEYOND THE MATER.STRUCTURAL STEEL TO BEAT IWL.'iFiDt&K i /r1''9/ONnl i 1112 ANCHORS INTO WOOD MAY BE STEEL,16.6 S.S.OR 410 S.S. 1"X 4'X.725' A,LYNN�ItUER,P.E. MULLION FL P.E.p 58705 TABLE 7A MuitionCapacity Table b 0 Opening Width(for verbralty sperning mution9)orOpening Height(forhod2oriaAyspetWrtg mtlfion9) 0-0 SO to Mb 70 in so r. 90 in login 12050 1401n login 17t$ie.375 RectOrdn4or TrrgdideM 11eclanguW Tfaprrdwv Roctangrler TropMong, RectongdW VWTdeng. Reelen9uler TM Ong. RectangWW T19"un9. Red 1W vmwdm9. ReetonoWW Toolilmrg. Reolongulu Tm9 mong. Z Mum.Tube tondo° t'oh", L-ft Lo ang 10.5178 S.4omv Loading to"M tod9ng Lo�og Lo4dif19 Loomv Losano Wining Lofting L0�9 tolans Loodng Z r46_ a _ ag a$ a_ _ E+ Mullion � � �' b ��" Lid' � � t� �' D� � � � �' b ��' � if if ff fill I I I I I I M 421n 170.0 6M 170.0 435 170.0 744 170.0 47a 170.0 Bee 170.0 600 170.0 992 170.0 610 170A 1118 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 621 170.0 1903 170.0 521 a J 48 in 170.0 708 170.0 574 170.0 850 170.0 584 170.0 99Z 170.0 030 170.0 1133 170.0 661 170.0 1276 170.0 8T7 170.0 1417 170,0 680 170A 1700 17MO 080 170.0 1963 170.0 650 161.8 2024 t70.0 630 _ 60.626 fn 170.0 747 170.0 033 570.0 896 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 760 170.0 1793 170.0 760 150.0 1078 17D.0 758 136.5 1819 170.0 lag � Ce 6/117 170.0 797 170.0 612 17p,0 950 /7q.0 601 170.0 1116 170.0 764 1700 1275 170.0 603 17o.0 1431 170.0 837 170.0 1594 170.0 066 159.9 1799 170.0 DOl 137.1 1799 170.0 881 Mo 1709 170.0 081 m Be 60 In 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 1.70.0 S4t7 170.0 044 170.0 1594 5700 996 1556 1610 1700 1033 129.6 1859 170,0 1063 01.0 1859 170.0 1063 47.2 1618 STO.0 5083 F ttoo 031a 170.0 930 170,0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 ABO 1700 1015 168.7 1642 170.0 1076 141.0 1542 170.0 1122 117.5 1642 108.5 1168 100.7 1642 167.9 1157 88.1 1542 187.9 1167 "1 a Min 170.0 971 170.0 709 170.0 1160 170.0 004 170.0 1384 170.0 1002 180.0 1472 170.0 1088 1420 1472 100.8 1148 120.5 q72 168.8 1130 107.1 A8 67.0 1106 91.6 1472 148.0 1101 60.3 5472 146.0 1104 (1Uy > S72 to 170.0 1065 170.0 870 170.0 1275 1700 low 550.8 1320 1662 1101 132.0 1310 149.9 1002 117.3 1320 137.8 1068 1116 1320 128.6 1049 08.0 1320 117.0 1024 76,4 1720 112.6 1013 60.0 1320 t125 10t2 (y 76In 170.0 1122 170A 937 149.0 1104 1%4 1013 1282 1184 139.0 995 1122 1104 125.7 DID 99.7 1164 115.3 981 89.6 1154 107,5 95Z 74.0 1164 97.6 935 04.1 1184 93.1 927 561 1164 823 925 J N Z M 76 to 1661 1124 170.0 987 138.4 1124 147.0 D65 118.6 1124 tID.8 947ff6N 115.8 931 923 1124 1051 910 810 1124 965 908 69.2 1124 69.0 898 39.3 1524 04.3 eat 51.9 1124 831 876 Q � F- J sofa 100.1 844 ttt6 760 901 844 91.3 736 77.2 844 921 77473.3 712 601 844 68.5 702 54.0 844 61.4 GM 45.0 844 642 Mo 30A 644 50.0 666 316 844 47.7 652 - Z Q Q N O 961- 09.1 742 81.8 663 742 742 77.2 662 616 742 672 M7 69.8 831 Ig.6 742 M,1 822 44.6 742 49.8 614 37.1 742 43.8 680 31.8 742 396 690 27.0 742 37,6 564 H lg y,Z O PO'e- icaln 628 SBe 61.9 530 62.1 580 53.5 621 44.7 686 406 Sia41A 506 31,6 568 37.3 498 31.3 368 342 492 20.1 666 280 481 723 658 20A 472 19,6 590 24.7 486 � o1-•y» b° Ili In 67.6 565 68.0 503 48.0 5% 49.5 495 412 555 429 467 36.0 400 320 656 341 473 78.8 54S 31.3 467 24.0 655 27.1 457 20.8 555 24.7 M9 140 555 22.4 412 LU LU x �120In 466 473 16.4 {33 38,0 476 34.0 d20 326 475 33.7 42029.8 41{ 26.3 475 268 409 22.8 475 24.5 401 19.0 476 21.1 395 167 475 18.7 367 14.3 476 17.2 35144 in 264 330 26.7 305 220 330 226 301 569 338 113 797 17.0 293 ¢0.'r TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: ,NB-/�1 Anchor Ca eel Table bs ANCHOR CAP ,, n: w S116simta 27kCormdo 3.SkCatfe. Hdow CMU Matt CMU PT Wood Mew (DE.)X( �=ANCHOR CAP,„, � � &'� '3 AbetarTypc 3n6•Eko Ullmeal 1/4'Eko UtOecM btte•Eko 31t8'Elco lllhmon 114•Eko III,_ 114-SS Eko 5116 Eko 14.68Ek0 010eleet Y12Sted 012 Steel MULLION CAP..„, AnchorCUpPanam6 I 46tmcon AggieGa1W UBmeon AMOCn1W scn:w(W)SttJGS) 60"(65) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge IHstonce(bfX r atm I r I 2417• 3.116• 1• 2.17 r 2-11r r 341e• r 0.46• 054• 0324• CAPACITY REQUIRED•CORRESPONDING TO AN Embe•nnd CK 1314• 1.3x4• 1a14• 1-774^ r t-u4` 1.114' 1-114" 1414• 1.114• 1.1/4• r lata tare, fades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anonam 04.75•Mm.O.a I SWWNU er Odset Clip(Flp.182X 390 bs 3so bs 450 bs e90 los 1M9 b5 27o n. 280 ba 354 bS 740 ba 37416e 664166 940 0s 341 qs 442 Lbs NO b9 OPENING,WHEN IT iS LOWER THAN THE MULLION 4Andfa^0229Mot a Q1SWdWd(or0ffie81xp(Flg 31 TODma 7001- 58gss 14101bs 952 Ota WA 560 P. WA 038 to. WA 88016s WA 682 Abs 68511's 112obs CAPACITY(FROM THE TABLE)OF THE SELECTED 6A.has 01.19 Mkt O.C./Slundad(or Offset)Cop(It,4X 060 bs 1400lbs WA WA WA WA 760156 WA WA WA WA WA 13m r. 17700s 2240 in MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 MOM 0WK.0,C.I R)2.5 Angle Cin I(Fiji.6X 160046 700166 No Os I6001bs 1800 lbs 540 bs 56g16s WA 780165 74815e 880 the 18921bs 682166 685 bs 112o@e CAPACITY WHICH MAY BE USED TO QUALIFY 6AnchW3 0 W MIA O.a 1(2)215 Ang%Cups I ft.BX 1110 ibo 1170246 to2o ba 2340 tb9 2044 Rq 610 qts MO ibs WA t1405m t122 to. 1320tbs 2638 ms 10221Ds 1327166 1660 bs AQDITIONAL ANCHOR OPTIONS FROM THE 4 Anchfs0 MW Min,OX,tU-aip,tnto,129A1um.(Fq.71: WA WA WA WA WA WA WA WA WA WA WA WA WA NSA 1430 b4 ANCHOR CAPACITY TABLE. 2Anchors 02.25•Mh O.C7 F47ip 1770 eX 35D toe 350104 290lbs 705 bs 478 ms WA 200106 WA 315 IDS WA 44011x5 WA 341106 44256s 580 r0s PRODUCTRGVISED 4 Aochm 01.IV Min.O.CJ Falp(IV.9X 480 bs 700 bs WA WA I WA WA 350M WA WA WA WA WA 602166 085 Wo 11209rs ns complying with ft Flgdda NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062Bwlduf8 Code --{ ' �-- --{ 1,000' �•-- ne«p,e„ceNai6-O'L!$,C?'j` per' pmdurt o2f TABLE NOTES: B FIGURE i• FIGURE 2: FIGURE 3: FIGURE 4' FIGURE& FIGURE 9: i)SEE SHEET!FOR INSTRUCTION ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miam'Dada I'rodact • • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t t i 511 t 1 2)LINEAR INTERPOLATION BETWEEN MULE LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0.I LYNN 2fj��'i��� • • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �Z;' b •,•.;{'Y SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000° a2375" 4.000' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ho.50705 _ FIGURES FIGURES: FIGURE 7. 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACT 301 SPECIFICATIONS.HOLLOW AND J(t • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM t}90.WOOD SHALL BE • • • • PRESSURETREATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMSNUM SHALL BE S'f TE O� ~ 'r •' rLORI© 6063.75 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045i �C9••:' • • .375• i a'C f'•:.....-•'•THICK(18 GAUGE).STRUCTURAL STEEL TO SE AT LEAST.125"THICK AND 638.ALL ANCHORS TLS,�j .�\ ANGLE CLIP(FIGURES 586)MUST BE USED M PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#108 Nit TX 4'X.375 T 1•X 4`X.375 !'{'IVN�MiLE ',t (lg 11' ANCHORS INTO WOOD MAYBE STEEL,18-BS.S.OR 410 S.S. T-MULLION MULLION A.LP.E. FL P.E,#58705 TABLE 8A Eiji MuiRon Ca cel Tabs Iba Opening Wldth(forwr9celVspemirgmuions)orOpeningHolght(for laAmMaV-spanNngmu111ans) 50 fn 80Ln 701. Win aa in t001n 1201n 40 In 160 in 128"10 Raetaegtdar TfWlltang. RedW War Trap(faa"I Reclengttnr TmtJl'n4n9, RaClu+D w TNpnftM Redw Wer RvpMl nD- RMler War 8rpt8fej. Rectangular T1oWfdOng. Roclana dar TmAmla g. Reclang lar TmNfdMO• q 3.188'% LooMD Loa&.g Loafing toadoq twdup Loading LnadnD toadng D i.cad.B Lw&v Lwft Loafing Lcaft Inamv L9adv tAa81g toadng cx 306"Alumgg. Tubo Mull �' o � �' /70 � r �' D g �. 814 N gto z � 1741 170.0 620 170.0 435 170.0 744 170.0 476 170.0 668 170.0 506 170.0 992 110.0 810 170.0 1Ila 170.0 S21 170.0 1240 170.0 521 170.0 1400 170.0 521 170.0 1735 170.0 521 161.8 1768 170.0 621 O lL1 J UU..11 r170.0 706 170.0 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1131 170.0 801 170.0 1275 170.0 677 170.0 1417 170.0 800 154.6 1645 170.0 060 1327 1546 170.0 660 118.7 1646 170.0 680hk 747 170.0 663 170.0 896 170.0 831 170.0 1040 170.0 654 170.0 1195 170.0 721 t70.0 7346 170.0 747 167.0 1486 170.0 758 139.2 1480 170.0 768 119.3 1465 IMA 766 104.4 1468 170.0 760 8 7e7 170.0 612 170.0 050 170.0 691 170.0 1116 170.0 764 170.0 1275 181.0 803 163.1 1376 170.0 837 146.6 1376 170.0 058 122.3 1376 170.0 861 104.8 1376 1700 661 91.7 1376 170.0 881 O 883 170.0 704 170.0 10B3 170.0 7W 158.0 it5a 170.0 678 139.0 1458 1074 030 1238 1150168.8 878 tti2 5450 450.0 812 02.7 4156 t;4.0 905 78,1 if5a 744.8 905 895 1158 141.6 805 I0,• � 70 Wo 170.0 745 160.1 1051 170.0 850 137,2 1051 155.8 882 720.1 1051 1420 840 106.7 /051 1323 637 98.1 1051 125.7 830 W.1 1051 118.5 W2 88.6 1051 1191 82) 60.0 1061 110.1 021 IL 957 170.0 789 130,3 067 1618 605 118.4 057 434.0 790 104.4 051 1218 777 02.6 057 1129 767 83.6 957 100.6 760 BOA 057 100.0 750 69.7 957 08.0 748 522 957 88.9 748 Z 12&7 804 43S2 888 107.3 804 1162 884 91,0 80t 101.3 671 80,4 604 9tA 600 715 804 84.1 640 64.4 604 76.8 643 63.6 804 723 633 40.0 8% 60.0 628 402 604 69.8 629 109.0 772 114.4 830 012 722 BL2 818 792 722 85.3 606 8&4 722 78.7 606 00.6 722 70.3 586 64.7 772 855 500 45.0 722 58.6 670 39.1 722 58.7 665 34.2 722 582 681 J 2 1012 685 105.0 600 64.4 8115 009 608 723 8a5 705 677 63.3 685 70.6 688 562 865 84,6 bW 60.0 806 8&1 653 42,2 685 61.3 513 3&2 685 111.4 637 319 865 60.7 6314 Q ry t;SA 655 139,0 437 S4.B 515 87.5 ;S9 47.1 1115 50.1 4;1 442 515 44.7 ;34 36.fi 575 4Q8 428 33.0 516 37A 472 27.6 016 33.1 413 235 515 3tlS 4117 ffi6 546 2&t .404 X1 64.3 451 559 404 45.3 453 47.1 391 30.8 453 41.0 301 33.9 453 36A 385 30.2 453 33.0 378 272 453 30A 374 22.6 453 28.6 368 19.4 453 24.3 360 170 453 729 358 co CID 3&1 358 30.0 323 31.8 368 329 318 27.2 353 20.4 313 239 336 252 308 212 350 223 304 19.1 356 20.8 300 169 3S0 15.0 293 rf 35.1 338 35.8 306 29.3 330 30.7 365 25.7 330 2&I 287 220 338 232 283 19.5 338 20.9 289 176 338 14.1 286x r 27.8 29028.3 264 232 290 23.6 260 10.9 280 20.6 258 17.4 260 102 253 ISA 290 1&4 249N1n 16.1 201 165 tett �(�^�y3 TABLE 88 pnchorCaaN Table mw ANCHOR CAPACITY ADJUSTMENT FORMULA; e ��� sut.9aw 27kcmrde 358Caic. HeOvxCAW f70edCt4U PT WmOrM2 {OP,}XtANCHOR CAP,,,�"„",\_ANCHOR CAP.,,, 5I1C Elco VW SS Elco 5116 Ek0 114'SS IIen MO Steil 012SLLIONAncherCUpPattnm6 Andra 3'18'IIcll6taai VPEkOU6COn U�,� 3'16E1sourtncon v4'FJcaUamcal � Udraton Aglpv3dor Strew 0'S)3t4txt USETHI5FORMULATOOBTAiNTHE'ANCHOR Edge DslaMe 0n) I' 2.117 1• 2.117 3.10 r 2.117 1• 2-117 r 3.118' 7 0.48• 0w CAPACITY REQUIRED'CORRESPONDING TO AN Emeedaeni n Ism• IV4' taro• IS's• r Met' 1.144' 1414• VOW 1-114' t-114' r t-3w taACTUAL PRESSURE REQUIREMENT FOR THE 2ARthm 4.71rMRO.C.1SIaNa08r011setCepOng l7 380 m3 3goQ6 4501ns ODOms 1644M asc 27003 200M an 740tb8 314® M M M W s 664 roc 94630WS 44256oOPENING,WHEN m 4Aws0t.lsMhO. ISlaclud(Or()(W)CSFft7; 4*216 701 w NIA WA WA RA 3epNOS 114.0 WA ku WA IVA 682M 685 ms I12lM CAPACITY(FROM THE TABLE)OF THE SELECTED 4Alchbis�9'Ma1.O.C./ 215 Angl-211¢1¢9) 78DM 780 ft f80M 1560 as TOM 5109H 560M NCA 76010a 7489H 860M 780291 662M BB59H 11�1bs MULLION.IT WILL YIELD AMW[MUM ANCHOR 4Ancrms 0.45'MBL O.C,tUt.3,int0.f2b'AUm tFlg.4X WA WA WA WA NIA N/A WA WA NA WA WA WA NIA WA 1430 Me CAPACITY WHICH MAY BE USED TO QUALIFY I Arcrort F-C9p(ft 5) 195 M 191 M 225 M446 M 622 bs 135®1 140 M 177151 3701bs 187 M 332 M 473 on 170DS 221 M tag M ADDITIONAL ANCHOR OPTIONS FROM THE 2AW mf01.16r80n O.C1FW glg 24111tH 350M NIA - J_ NUI WA 190M WA WA I WA WA1 341156 44201 580M ANCHOR CAPACITY TABLE PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. an cemplyine tvilh Ow FI01aL Uu6ding Code FIGURE 1: FIGURE 2: I••-1.260'--I Acmptwee No t6"0216.0.3 TABLE NOTES: I-Date .f40Z� • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OBy� • ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mra00 l'romd lnlnnt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANC/OR OPENING WIDTHS ISALLOWABLE. FIGURE 3: _! -- ANGLE3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,108' C�r,•''�1GENS�c '�F�Q�� SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �' ;F • . . . CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3 Hu.56705 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 GgO.WOOD SHALL FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '. S Ary E • + 6054-T5 ANO BEA MINIMUM OF.125'TNtCK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND 125'%3.188•X 285"MULLION .045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LMT.126'THICK AND A36.ALL * ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.t ff 1N fi01LLtH P.E. FL P.E.#58705 TABLE SA @ . Mullion Capacity Tabfa(IbeNe) Opening W Idth(forverdca%y epaigdng mNooJ)or Oponing Holght(for hDNzont9Bypepalnfrg mtl®ona) F Som bob mm Som I gob 1001 1241 140b too ""on. 1nprillan9 Rocwgi ar T.W an0 R.W9.1. T.Wfi..9. R,slargul,7I Trap/Trwa n8c14n01Nr T.prfn.a9. R.Wgutar Toan9umr TnpRrMn9 Rodarpuler T.p M,% �.j4 126x3.26 Lft Loa689 L4aM9 t"ft L*Aft Lo46n¢ taada9 LUOV L.,W Lmdlg taMae 0 N4L -ft41-6�u Ti RaL abo t.oad3rg toedria Lo/dne X.100 �$t .010115.Tubo tv Muwon awl 1 II IT II 1421 H JI 1 4.1 `� 1 11 T5 0 go 12h 170.0 620 170.0 435 170.0744 tIRO 479 IrDA 868 170,0 508 570.0 892 17&0 318 574.0 4718 170,0 621 td3.3 1118 170.0 STi 527,7 St10 170.0 b21 109.51118 fl0A 621 93.6 1178 770.0 521 {.. 481 t70A 708 170.0 624 170.0 850 170.0 504 167.6 are 170.0 830 140.7 978 iloo 861 130.4 978 170.0 677 itl.3 978 170.0 680 07,8 878 170.0 6110 039 978 470.4 Sio 73.3 876 170.0 860 J (WyJ 508251. 170.0 747 170.0 563 170.0 808 170.0 631 150.7 M 00A 804 131.0 077 1045 708 1172 927 1511 699 1056 027 156.3 698 87,9 027 168.3 695 75.4 027 156.3 695 65.9 027 168.3 095 t3 641 170.0 707 1704 612 1615 868 170.0 691 532.8 649 153.0 403 715.9 me 141.8 669 Me 669 134.0 660 82,7 Sal 129.8 654 77.3 869 128$ 652 88.7 869 12&8 852 67.4 11&9 1248 852 � Of o v) 60h 143.2 740 163.8 634 INA 746 132.3 620 102.3 748 117.0 808 89.5 740 107.8 699 79.5 740 101.0 692 71.6 748 90,0 687 59.1 740 953 587 612 749 838 563 14.0 719 81J 683 m 7,00 131n 12J.7 877 132.0 679 107.1 877 1112 560 8&q 877 104,1 666 773 877 0t.d 648 89.7 677 852 539 678 877 81.0 63d 61,8 817 77,0 628 44.2 677 70,7 529 38.7 677 78.7 me W t0 681 107,8 617 111,1 634 89.7 611 87.8 519 78.9 air 811.3 609 61.3 617 78.3 600 539 617 77.9 494 !t1@ e57 68.7 499 44.0 017 01,4 48] 384 817 113.7 482 318 017 617 481 L1. 721 82.9 Ste 0b1 450 09.1 6111 712 440 59.2 618 852 132 61.8 616 589 125 16,1 518 64.2 419 f1A 618 60.7 114 31.5 518 46.6 403 20.6 614 45.0 405 26.0 518 410 405 Z rah 705 465 777 40e 58.7 485 828 34B 50.3 486 54.9 3811 44.4 485 498 384 392 485 153 378 35,2 445 422 344 29.4 485 3&3 387 25.2 465 38.5 364 22.0 465 38.2 361 '2 { 78 h 062 441 Me 387 54.3 441 57.7 370 48.0 441 646 372 40,8 441 45.4 308 302 441 41.6 380 320 441 36.7 359 222 441 348 310 23.3 441 33.1 340 20.1 441 327 346 6§ 9010 42A 332 418 205 35.4 332 37.0 289 3&3 332 323 284 28.5 332 289 210 238 337 2&1 279 212 332 24.1 212 U.), 332 21.3 289 152 332 199 262 513 332 110 760 Q p r d' M 88h J3.0 291 35.9 280 29.1 291 30.3 268 26.6 281 2&4 252 219 201 23,5 244 19A 291 21.3 744 17.5 201 195 241 14.6 281 17,1 230 125 281 159 732 Z C3 Q 10011 218 230 25.1 208 2&5 730 21.1 205 17,5 230 1&3 201 45A 230 102 198 Q Z tit b 229 218 211 197 I&D 279 798 !ei 18.2 218 448 t0i it.1 258 44.9 408 to N for a t20m 17.0 107 182 170 14.9 187 15.3 187 (n $ M LY X 4Y 52 Q TABLE 9B ANCHOR CAPACITY ADJUSTMENTFORMULA: AnehorCa ac Table be substrate: 27k kmm-mfe 35k Cmc. F{adotYtXdU F&MCMU PTWood A /ANCHOR GAP.,,,,,,,, (OP,s,)Xl }=ANCHOR CAP­ Elm 1/4"SS Elw 5118"Elco IIP 68 Ek #108" 612Steel #128tw MULLION AmhorTyps 3118'4w Utaeeen tf4'Eko Ulirecpn 37/B•Eiw U9r4cbn 174•Elco Ul4ocon Anchor CUP Patterns imemn A99wWw me A99cMaim sotex(G5)scnw(G53 swm(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Dktence 0ny r 2.12• r a12• 3.1@• r 2-irr r 2-f2• r 3.114• r 0.40• 151' 0.374^ CAPACITY REQUIRED'CORRESPONDING TO AN Embedment t1. 5alr MV MC 10/41 r 1.114' 1.114• f-714' 1.114' 1-114• f-5/4• r rx l6'favanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AW@4.7S Mb.Oa7 Slen0ald br Offset alp(Fig.1y 39D 9s 390@3 450 ms- go ms 18440. 27090 2801.. 3541bs 740 the 37460 68493 0481b4 3170. 442 las 500 bs OPENING,WHEN IT IS LOWER THAN THE MULLION4AmhmsQ I-IV Mk, I5fmxWd("Oru0 alp(Flo.21 48D bs 70094 WA WA NIA WA 38093 WA WA WA WA WA 8921.4 8851bs 1120101 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchm Q3'MM.0.Q7(2)2r6 An91 Clips I3 78D ft 78093 eW 9s 15M hs 1896 ft 5406. �W�AWA 76094 T46 a. 6809. 16929. 6625.3 88593 11209. MULLION.IT WILL YIELD A MiNIMUM ANCHOR 3 Ash-00.WMb.O.C-111420,b1.100'Akml.(F'Ip.4y WA WA WA WA NIA WA WA WA WA WA WA WA &50&0 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmhwI F-aV(FTO-Sy Les 4c 1959, 2111 tes 443 i1. a2z ibs 1359. 37096 term. 332IN 473Iba 1709. 22t 9s 2809. ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancbm 1.15'MhO.C./F-alpiijp.5y 240bs 350 m. WA WA WA WA 190NIA WA WA WA 341Ibe 442 WS 36068 ANCHOR CAPACITY TABLE PRODUCT REVISED as=,plytn5 with 110 Fib" FIGURE 1: FIGURE Z. Ar l$nw t�4o*-0211.031 TABLE NOTES: 1.250' BrcpilsU Date �� i • 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. M11DoDo&Fro4facl 1I1 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.260• ANGLE 3)MULLION AND MULLION GIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 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, 7;; No.50705 IN PAIRS. = 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �•...�"+�--!•^ GROUT FILLED CONCRETE BLOCK UNIT{CMU}SHALL CON WRM TOASTM C-90.WOOD SHALL .100' „1 1rs.(r/ R�- FIGURE* FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "/1I b(fAT ij! M 6083 TS AND BEAMINIMUM OF.100'TH(CK.STEELSTUDSTOBEAMINIMUMGRADE33ANp � '•. 51.0(:'71 w: 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL '.'�' '•.FLORID?•'�C'9`�' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. 1.26,X 3.2r X.1001 , #10 8:#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION I7,r/ON R�. A.LS'(3L•4MIEVk P.E. FL P.E,#58705 TABLE 104 Mullion Capacity Table¢b14Rls} OpeningYildth(for vBdiealy-spelWnOmtRwrs)orOpening Height(tortwti2odalyspenring mullions) 0+ W in Win 70111 W N 90-0 tooin 1201. 140 In 1601. 11 c� 126x328 noclatgOtar Trapmio.g. R�tang3sr Tiap.?da.8. R.Ganpt4ar Trspildmg. Recteg�W 7ropaianp. R•cn.gdar TmPIN g. itedwoaty Tt4p/td", Roctvrgrtar itepl7danp. MGengater 7mplTdanp, riacWgGar TrapTriwp. 0. x.024 Loa&g Loo(Sog Loadatp loaditg L.#Tg Lott&g Loading Loading irodo,p L aft Loaitn0 Loadot9 Loa6.g taad'0p Wdnq Loedag Load»g Loading i>Y Atum Tuba Mullionea a & e@- a �� :� � p ao v ag v o,g o v v v v v a t3 a v p o oa v oo v v ae v u v v oa to oa v 1.a =-a '5 fi& tS $ a 5� i t '5� '.1 a $ �� y 5 $fie �'� vs "fid' s t .Pep t 5 vS g� U) $ 8a fa G a o �a �a i 8a �� �a � as s 4a a� a € 8a 2a fa qA 4a zo 42 In 110.0 620 170.0 435 1700 744 170.0 478 110.0 068 Woo 606 170.0 990 170-0 619 170.1 1116 170.0 536 170.0 1240 VoO 621 170.0 1480 170.0 $21 170.0 1735 170.0 621 170.0 1987 770.0 521 J 40 In 110-0 708 170.0 624 170-0BSO 170.0 684 170.0 992 170.0 630 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 t70A 604 1701 1700 1703 See 1887 1979 170.4 680 U&S 1979 171to SO = S 505251, Into 747 into 563 R0.0 896 170.0 631 II0.0 1046 170.0 684 170,0 1195 170.0 723 170.0 1345 170.0 747 170,0 U94 1700 760 1700 1793 1T0.0 766 1525 1077 170.0 766 133.5 1877 170.0 766 Sl in 1700 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 761 170-0 1276 170.0 801 170-0 1434 170.0 837 170.0 1540 170.0 856 156.0 1769 170.0 861 134,1 5759 170.0 061 11L3 1769 170.0 061 m O a Wan 170.0 085 170.0 701 1700 5063 Into 797 1784 1240 17" 018 170.0 1417 into 944 161.1 1511 1700 995 mo 1511 Into 1033 120.8 1511 770.0 tQS3 1036 1511 1700 1067 90.6 1571 170-0 1063 � Ot] co 634. 170.0 930 170.0 745 170.0 1116 170.0 850 170A 13022 170,0 910 1606 1370 170.0 1015 1391 1370 170.0 1076 125.3 1370 164.0 1082 IUA 1310 165.9 1012 09.5 AID 165.3 1073 783 1370 165.3 1070 w J g66111 170.0 974 110A 789 170.0 Me 170.0 903 155,6 1240 170.0 1002 1362 5248 156.6 1013 VIA 1248 147,1 Mel INS 1249 13M 989 90,8 1248 130A 978 77.8 1248 129.0 976 6&I 1248 129.0 976 721. 167.0 5679 170.0 078 13" 1049 1512 892 it" INS 132.1 016 1043 1419 159.1 860 932 1049 1087 848 03.9 1449 5027 839 69.9 1049 94.3 825 $9.0 1049 91.2 820 62A 1044 91.1 em g ISO 1427 941 U9A 822 1189 941 126.8 885 101.9 941 1112 791 892 941 100.0 777 79.3 941 91.7 766 71.4 941 865 757 59.6 941 77.6, 736 61.0 941 74.0 737 44.6 Sit 733 736 j 7 2 Min 132.0 894 13Th 703 110.0 894 1159 767 94.3 8% 1024 753 021 0% 91.9 740 13.3 094 84.1 730 66.0 604 78.3 721 65.0 694 24.1 707 47.1 8% SLA 101 41.3 094 66.1 690 90 In 0S.9 Sri 60.7 696 715 671 74.9 S83 SIA 671 65.3 575 537 611 502 $66 47.7 671 SM SW 43.0 671 40.8 651 35.0 671 43.1 S39 30.7 671 337 531 26.9 671 37.9 me Z ol Q O 96 In X08 590 72.0 621 69.0 590 614 518 60.0 590 534 589 44.3 690 41.6 602 393 690 43.0 494 354 690 39,6 408 29.5 590 34.7 417 25.3 6W 31.6 469 22.1 590 294 464 x Z te8 in 49.7 466 W.b 421 414 456 420 414 75b 466 37.f 408 35.1 466 32.9 402 275 466 OU 396 24.9 466 27.1 391 20.1 ASS 23S 382 ITB 466 2f2 375 15.6 466 191 370 fA in ED tilt. 454 441 467 460 302 Ml 39.3 393 32.7 361 34,1 387 286 441 3" 382 25A 441 212 316 22.9 "1 249 372 19.1 441 21.6 363 16A 441 19.3 3S6 14.3 441 17.0 351 W N P7 Mi. 363 378 36.9 344 302 378 31.0 339 75,9 376 200 334 22.7 378 23,7 329 70.1 378 21.3 126 181 370 195 321 15.1 376 16.7 3% Of x U4 S. 21.0 262 212 242 17.6 252 17.0 239 SSA 262 153 236 U, ? TABLE 108 AnchorCepeelty Tabletilts) ANCHOR CAPACITY ADJUSTMENT FORMULA: se UM& 7-711 mrcnte a5xcax.1 henowCA/U 1-'McdCURI P=rwmd meta ANCHOR CAP.,m,,,," "� •-2 (Dt?"}X t }=ANCHOR CAP... Hie EICo V4'SS aro H1G aro Ve S9 oto 2410 sled 2412 sleel Nit steel MULLION CAP.,,,a,,,,a AnchorCHpPatteme Anchor Toe 3�16'EltoUllrsm NeFJCOUaWton unwon 3x16•©eoUencm 11P6coUAtacon A07104o7 ill=, AggmGBor St,(66) Strex(m) USE THIS FORMULA TO 0@7.0124 THEANCHOR EAge I3151me ip 1" 2-1? i' 2-V21 3-10 1" 2-172 1• I 2-lir r 3.11w r 0.48• 051" 0324" CAPACITY REQUIRED"CORRESPONDING TO AN Emhemlml. 11174" 144• 73rd• 5374 2- 1.174• 1-Ne I-11'r 1-v4' I.174" 1-ve r t-w I-W Lades ACTUAL PRESSURE REQUIREMENT FOR THE 2ADCIb504.75Mft O,G./SWdad arOt6tl cup(Flg 17 sine» 39025 AM Ile ONO. 1644 ft 270 lot 26025 8554lbs 740100 37425 66425 945" 341103 442@3 66003 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aix77v3O1,15•MinO.eLlstatdl0t(w0Mel)131p(Rg27 Aso Is 700x6 NTA WA NIA NTA 30" WA WA WA WA WA 602" 695 ft 112D as CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhxs03'MkL Ojc.1(2)295AnpaC4ps109.31 780259 no be moms uao Me tnastDs MIN% 56025 WA 76o14s 748 ms am is 1892 me 682ats so we 5120M MULLION-IT WILL YIELD A MINIMUM ANCHOR aAifcnm300.5PWart.0.111U ,h50.100'ARM QV4 IIIA PYA WA WA WA WA WA ROA WA INA ILA WA WA SLA 050" CAPACITY WHICH MAY BE USED TO QUALIFY iArcrm/FC8p(FIq 61 196254 105" 225" 445 A 822" 135M 14025 W03 370RS 591" a37'ihs 47118e 570253 22tM 240" ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc1ors�1.15 Sa.O.C7 FC 067 287" 35025 NOL WA WAI WA 190" N/A WA I WA WA I WA 341" 44296 1 560" ANCHOR CAPACITY TABLE, PRODUCT REVISED al complying with the Plm(da Building Codd 36,tb,j1$�b FIGURE 1: FIGURE 2: TABLEAcveplmwo o �` S i t210' Fac ii.tion Dale 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION @y ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mian'470de► Slii7I1117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ``��0�{4 47,-7/,Ali FIGURE 3: ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS.SEE �..; 41.1245E •..�'!� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I, BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �` NO,58705 _ IN PAIRS- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND L GROUT FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL 1 , FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4' "�S 77E F rU6063-T5 AND @EA MINIMUM OF.100'THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND 'Li, `y • .045 THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ;/l(s�.,tURt4.--�S'`l ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.27 X 3.25"X 824" #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION AP.E. FL P.E.#W05 TABLE 110 Mullion Capacity Tbbls{lbsgta) E73 Opening Wdth(farv'ediaa palNtgml0ors)orOpeningHeight(for hodzorfattspann"m1No1s) 501 so to 70 en Be in 90 in 7oob 120 in 1401. 160in 126X3.84 R4curguLv TI- 7eanp. AlclrtniDndar TnpAArnD. RetlungWsf Treptldug. Raclmpaler Tnp7dmB. Retl.nBWat Teapllri.nD. AeclengWan Tngr'bV Roc]enpalu T"Tdug. Rodengulu TnWImn4 R.I"Llu Trapue q. c3 L6.5n9 Leading Lwdag 7ealag to»ding Wang Load6p Lom(v Im6nD iea6np LOa6og Lommp Looting W9.9 towing L.&V teadop L4edhe X.824 Y Amullion b0 c €srl 1 kB5gg'as2 a sss a s g sa.�g. a s� � a 5& 9 �' 11 s! s 5. -2 49 •9 F a m Iu 42 In 170,0 620 R0.0 435 170.0 744 170.0 478 110.0 868 17a.0 606 170.0 992 170.0 619 170.0 1116 1700 621 170.0 IND 170.0 $21 170.0 1488 170.0 521 "0.0 1135 170.0 1 521 170.01 1993 110.0 621 O dBin llaot 708 570.0 Std 170.0 650 170.0 604 1700 942 170.0 630 ROA 1133 114.0 651 1700 1776 170.4 6R 170.0 1417 170.9 WO 1710 1700 1700 680 110.0 1993 170.0 680 R6.0 2261 170.0 680 Sammi. Imil 747 170A 563 1700 895 1700 631 174.0 1046 170.0 684 170.0 1195 110.0 723 170.0 1345 170.0 741 170.0 1494 110.0 766 170.0 1793 WO-0 755 170.0 2092 1TDA 756 170.0 2391 110-0 1% g 64 In 170.0 197 170.0 612 170.0 956 170.0 691 170,0 It% 110,0 764 110.0 1216 1700 BW 170.0 1134 170.0 831 170.0 1594 170,0 656 170.0 1913 170.0 Blit 170,0 2231 110.0 661 160.2 2103 170.0 861 UJI O� m co F 59 Sn 170.0 885 1700 791 110.0 1063 110.0 191 R8A 1240 570.0 878 170.9 1417 170.0 8N ROA 1394 170.0 996 170.0 777! 170.0 fW3 178.0 2126 170.0 lobi 148.3 2163 570.0 1467 129.8 2163 170.0 1863 co Cn to OR 63 in 170.0 93D 170.0 745 WILD 1116 170.0 a60 170.0 1342 80.0 940 170.0 1488 110.0 1015 170.0 1673 170A 1016 170.0 1859 17DA 1122 156.9 2060 BIL-OT1104 134.5 2060 170.0 1171 117.7 2060 170.0 1111 W J 66 In 170.0 974 470.0 704 170,0 1104 Ra.D 903 170.0 1361 1700 tOp2 770.0 1558 770.0 0485 80.0 1753 770.0 1755 110,0 1948 170.0 1210 141.0 1466 170.0 127b ]226 1966 170.0 1286 107.2 1956 RDA 7308 Z z m 721. 110.0 1085 170.0 878[1a.4 1275 170.0 LOW 110,0 1468 R0.0 1126 INA floe 170.0 1228 154.1 1734 770.0 1315 136,7 1734 169.0 1386 116.6 1734 156-9 1364 94.1 1734 150.4 1352 86.7 1734 1502 1352 1 sT61n R0.0 1172 110.0 Bll 1746 170.0 LOW 104.6 15% 170.0 1209 R7A 1566 !042 1265 1311 1%6 151.5 1265 177.9 1556 111.3 1261 98.3 1556 120,3 1229 842 1556 1223 1219 733 1556 1212 1216 n+t 5 70tH 170.0 1151 1700 967 1381 ]70.0 7116 1%A 1477 159.3 ]2d6 1360 1417 152.0 1224 1112 2471 139-5 7206 104.1 7477 129.6 1191 903 1477 111.9 1104 77.9 1477 YtO.B ]158 68.2 1477 104,3 1164 90tH 1420 1110 1465 986 file 123.9 968 1015 1110 1079 951 08.8 1110 96.3 936 78.9 1110 075 922 710 1110 80.7 DID 592 1110 71.3 091 60.7 1110 65.6 078 44.4 fill 62.7 010 Z 04 Nin 117.0 975 1203 012 975 tO1S 056 83.6 975 003 842 732 916 715 829 65.0 973712 817 603 975 650 807 409 975 37,4 709 41.8 975 62.3 776 Nfi 976 49.7 167 N198 in 622 77I 84.0 696 771 70.1 6% 58-1 Im 67.3 674 StA 711 64.3 664 457 771 <14 6% dt.i TTI 443 547 38.3771 380 632 290 711 350 62] ?S.7 R1 320 612ZOlltin TV 730 77.3 661 , 130 65.0 654 6d.1 730 66.3 we 47.3 730 409 631 421 730 45.0 622 37-9 730 411 614 31A 730 35.6 800 27.0 730 31.9 689 23.7 730 295 601 673 cQ g7 1201. 59.9 624 610 $W 490 624 6L2 660 428 614 4f3 %2 31.5 624 39.2 641 333 624 35.3 537 30,6 b2A 322 531 25.0 624 21,7 619 210 621 24.6 Sao 10.7 624 225 501 x 52 H{in 1 34.7 433 35.1 400 1 214 1 433 L 290 I 396 I 240 1 433 1 250 1 390 1 21.7 1 433 1 224 385 193 433 20.9 381 17,3 d33 182 376 I- TABLE 11B 0-9� V) N ANCHOR CAPACITY ADJUSTMENT FORMULA*, mt� AnchorCspedty Table pbs) SubSbata 27k Cbitnl0 3ZRCCM. M00uw{XtU F9-466 F7Wmd MBA ANCHOR CAP,,,o,,, (D_)Xt }=ANCHOR CAP,,,, 51161 Men 171.44 Elco 61t6•Fxa NIOSim 012Steel 012steel MULUONCAP,,,m_ AticeOr Typo Sts 6c0Ubacm yr Exoumacm 31t6•E1c0Wrdem yr HcoUf08cm Apg00afa7 vbacm screw(G6}Svcw 5cr6w(C5) USE THIS FORMULA TO OBTAIN THE-ANCHOR AnchorCOp Pettems uarxon E aslmx0 n) r 2-R4' 1• 2-Rz 3444' r 2-vz r 2-u4' 2 3.1180.48 as4' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Emtedl8eni 134'4• '73nr 1314• tar r 1.174• !-v4' 1-114' 1-vr 1-174' I-11rI-w 188 latex ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnrs@478 Min.0.C-r SlarrdxdaOde l'Ap(Fla tY 390 b9 seob3 4500>s a960a tsa Ws 27oms 20p 046 354043 74017» 314 WS ss41m 341 Wx 4az Ws 660 me OPENING,WHEN IT IS LOWER THAN THE MUUJON 4AtttMQI.IVM100.QISLmdmdfWC16e7)C6p¢782} 480 b9 Too16 WA WA WA NO! 38019 WA WA UTA WA592049 Seams 11200% CAPACITY{FROM THE 7ABLE)OF 7HE SELECT®4Atps®afeho.c.r(zlasArotec9ps7N41 lana. 7m mo ewbs �56Its 1BfiBn Smog. 660 os NRA 7Wlbf 74S1s 06a1G 6621x 885 ac ft2azsMULLION.IT WILLYIELDAMINIMUMANCHOR 4Attlnms�0.lS4'MhO.C.tUC{tpWt0.10P1UutA N7A WA WA IVA WA NOl WA NIA WA 1110 WA WA WA 1267 to CAPACITY WHICH MAY BE USED TO QUALIFY IAMr"IF-cW19514 leSWa 226 ms 44514 62298 1351s 14018 mb3 -370 its 1B71s 33zms 473 DID 17OWS mto 260 CA ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhm 0 1,151 Wit 0-CIFLYp 2m R» 358 m 1470 WA NIA WA 709ms x01 WA WA )UA_f WA I 34I M3 44212 I 660185 j ANCHOR CAPACITY TABLE. PRODUCT REVISfiO ax complying with"Findds 1,250 FIGURE 1: FIGURE GodoGURE 2: TABLE NOTES: 6xpim ce t WO-OZI •02) 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. Mi Dada Product ill tltil/ FIGURE 3: 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENII+tGW30THSISAU.OWABLE ti.., 1YNtV•IJfjl/7jf�, ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.84' ���.••�¢,Eh$�••,`.ff CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = No-58705 ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND r '• FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•9D.WOOD SHALL -`) BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE ;SfAI'C O :•��\ • 6063-T6 AND BEA MINIMUM OF,100•THICK.STEEL STUDS TO BE A MSNIUUM GRADE 33 AND r * ! ' .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL -i• t?��s'•�.'t,•0�,0).P., 1C * ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ��l .S'f U 010 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25"X 3.04'X.624• A LYNNMI LLER,P.E. MULLION FL P.E.#58705 TABLE 12A Mulgon Copaefty Table Ibl7fllY �'zf• Opening Width(for teitcalVeparWtg mtilion9)orOponing Height(for horizorda*spenrtng mdilon9) H SOI. 0010 TO In BON 901. 10010 12010 14010 1601n yr9'77115 e4e'33 ft.ampufor 4eprmang. Roalmpulor Ttep/rdmlg. Recloolid r Popl7beng. Reclangrdm Tmpllll ng. ReaWowar T7ep/mang. Rechngider Traprmmrg. Rectenpda Twillina. R4ctalrguim Tmpmhng. Recienquly Towdarg. O 2X4X2b taad.9 ].adn9 t.oadireg Loading Loading larding t-aeeng Loadne Loa&.g landing LosdrtD L.oedmD LaadnD LoadrN Leading Loading LomanB lnad.8 r�1 Alum.Tube a MuOton a z D 4210 170.0 920 170.0 135 170.0 744 170.0 170 170.0 868 170.0 608 170.0 992 170.0 619 170.0 tY18 170.0 521 179.0 1240 170.0 621 170,0 1488 770.0 621 110.0 1736 170.0 521 570.0 1983 170.0 521 (,} i,.. 481* 170.0 708 170.0 524 1704 850 5700 564 t70A 892 170.0 630 170.0 1133 170.0 601 1704 1275 1704 on 170.0 1417 IX0 600 170,0 1700 170.0 880 170-0 1883 170.0 880 170.0 2287 170-0 680 J ((2ylt 50.0261. 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1018 170.0 084 170.0 1195 1 R 721 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 Tge vao 2092 170.0 760 170.0 2391 170.0 750 d' 64% 170-0 797 170.0 012 170.0 958 170,0 69t !7410 1116 170-0 754 170.0 t275 170.0 803 1705 1434 170.0 837' 176.0 SS94 170.0 ON 1704 1013 170.0 881 170.0 2211 170.0 86! 170.0 26W 1704 881 fo- Sol. 1704 865 170,0 701 170.9 1003 170.0 707 170.0 1240 170.0 978 170.0 1417 170.0 944 17ee 181} 170-0 908 170.0 1771 17ao 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1063 160.8 26W 170.0 1083 co 63M 170.0 930 170.0 745 170.0 1116 170,0 960 170.0 1302 170.0 140 170.0 i4se 170-0 1015 170.0 1973 1704 1079 170.0 1959 170.0 1122 1704 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2653 170.0 1171 � � � 601* 570.0 974 170.0 780 170.0 1109 1700 903 170,0 1354 570.0 1002 170.0 f516 170.0 1886 170.0 1753 170.0 1156 170.0 1948 t70.0 1210 170.0 2338 170.0 1275 l6L9 2437 170.0 1286 132.9 2437 570.0 1260 72M 170.0 1063 170.0 876 170.0 t215 1104 1009 170-0 1488 1700 1128 1704 1700 170.0 1228 1700 1913 170.0 1376 170.0 2125 170.0 1387 1455 2184 170.0 1488 124.8 2184 170.0 1529 1092 2184 170.0 IWO 7010 170A 1171 170.0 031 170.0 1348 170.0 1000 170.0 1870 170e 1200 170.0 1784 170-0 1322 105.1 1980 170.0 1421 146.8 IWO 170.0 1606r31.674.8 161.6 1640 10411 1660 154.0 1535 029 1060 t5z7 1531 � W �t}xD .� 7810 1700 SY51 1700 907 170-0 1381 170.0 1110 170.0 5951 1700 1250 170-0 5842 M170.0 5369 152.7 1881 17Q.0 1474 137.4 1881 183,1 1500 ! 147.3 1473 982 SOe1 130.6 1459 a59 lost 137.6 2454 Q win 170.0 1326 170.0 1144 149.1 1398 1560 1219 127.6 1398 136.0 1186 IIIA 1398 121.3 1170 99.4 1396 1102 1782 89.5 1398 101.9 1147 695 1122 83.8 1319 827 1105 Sig 1398 78.9 1080 1- Q ABN 147.4 1229 151.5 1088 122.8 1229 127.8 1079 106.3 1279 1112 1061 87. 1710 909 1044 611.9 1129 89,8 1029 73.7 1220 OZA 10108 72.2 003 6M7 5220 55.0 077 40.1 1228 621 007 Q � Z O � /08 to 103.5 97t 106.8 On 80,3 Olt 04.0 882 74.0 971 772 041 64.7 971 60.4 637 676 971 01.8 025 61,8 elf 506 615 40.0 796 31.0 Sri 44.0 782 32A 971 40.8 777 _ ft 10 +� 111 N DSA 919 87.9 032 78.6 91B B1.D BID 80.1 919 70.9 600 69. 019 620 704 53.0 919 68.7 784 47.7 910 615 774 44.6 766 34.1 919 402 742 29,6 919 31.1 732 'uT 12010 76.6 788 78.0 716 O29 760 84.5 705 no TSB 50.8 606 4T2 786 49A gee 419 7811 44A 677 37.7 766 40.6 868 3{9 853 27,0 788 31.0 841 23.8 786 265 811 � x `� N U) 14410 43.7 649 442 504 38.4 640 37.0 488 312 546 314 491 273 540 282 485 24.3 548 25.3 478 21.6 648 27.9 474 182 640 10.6 464 15.8 548 172 496 13.7 648 159 440 V X Q TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: a N Z O � AncherC• a01 T•blq e S7rbaUa 271 O5rcrele 361 Gax. "allow CMI) Fmed CMU pityaed Mad (Dp, X(ANCHORCAP,,,�,,,,, ANCHOR CAP.,°, a �mzza 5'iC Fico 11141 SS Eta 5'19'Fto u4'S$810 010S1ed 012 Ste" 012 Steel ) `MULLION CI7P. ,,,,..�_ �d� AnOhorCO Patterns Ancia 70a 3I1C Elco Ullman 717 Ek0UNacon UK-on 3'iC Fico UBmcon v4'EkoUrtmcon A eGNor U6mcm N' Sew*G5 Strer p gq AggRGal ( ) (G5) St"(Cry USE THIS FORMULA TO OBTAIN THE'ANCHOR Eggo 0""0n) 1• 2-Ur 1• 2•vr 3118' r 2-lir 1• z-va 2' 3119 21 edB- 054• aa2r CAPACITY REQUIREWCORRESPONDING TO AN Embeda•11 0 talo' Iar4' 1414' IV4' r 1-114' !-vt' 1.114• 1-11a 1414' 1.14• r tare' 11w lades ACTUAL PRESSURE REQUIREMENT FOR THE 2AMnM@4.TSMIRO.C.tSta ardWOOmtC4p(7lg1O2) 399105 39006 ;ww-s 896tOs 169 ars 2tOM 28)ms 364les Wallis 3741m 664 Rs 94698 34165 44296 moms OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anthers 02W MuL O.0 I SISAW(or OmN)Clip 0T9.4 74065 7409e 63005 1405 In, 1424'65 WA Smile NFA 6BSIta WA 6113 ca WA ®265 805119 11201q CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anthem 01.71'MN O.C.IStadan!P0Nti)CIP MI;4) Won; o93 75865 I94Blas NIA WA 705 Ss WA mite NIA WA WA 182206 132116 71,'91 is MULLION.IT WILL YiELD A MINIMUM ANCHOR 4Anclan®3'MN O.C.7 2s5Arele Clips/(7741 5) 78D Ins 7 Coe 1M 15W is 1806 Ss 005 560 Re NIA 7601t6 74S ms Owes 1692 ms G126s BBS.2 1129 me CAPACITY WHICH MAY BE USED TO QUALIFY 6Arthm5 CWMN.O.C.I(2)216Angle,0ps I M fil I 11703s 117UMS 102065 2/40 Se 2644 Ss 8 SWIM WA 114D 66 1122MS I 132010.9 28309s 1022165 137765 1sa186 ADDITIONAL ANCHOR OPTIONS FROM THE 3Anehas®1.94'MN O,C.l UJ:dp,NIo.129'ANm.(HQ 7) N/A WA NIA WA ILIA WA WA NIA NIA NIA WA WA WA WA 073 ANCHOR CAPACITY TABLE. 6Att0orso0.6t'Mtn.O.C,IU�CNp,lnto.l2s AtaR MCI t4W WA WA WA tUA NFA WA NIA WA INA WA Nps NIA WA 211 Ss PRODUCT REVISED 2Anchon Q 266'AUR 0.411 F•Cup(RO 4 3701095 370 5754ha to 31563 743 is 71265 NIA 280 is NIA 348 Its NIA 44011s WA 34105 44265 560189 at complying with Ow FL4i� 3Anctios Q tTVMN.O.CI17430( 10) 44165 379105 97311* NW WA I 3531bs I IVA 1 3000% 1 111A I WA I WA I Sttbs 66419 94065 Buildinnnw No��o"OZ)8,03 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, , CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fx�pu�a,t/iyn Dale �4 FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: Byij[f� • • • • • • • TABLE NOTES: 2,000' By "O.de Product • • 11111 tt 1111/ ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR `,`��(}1ay- i•M/�! ���, GENERAL INSTALLATION METHODS. • • • • • t.GENSr; FIGURE 5: FIGURE G 2)LINEAR 114TERPOLATiON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • .250 / ION AND MULLION SHOWN T TO SCALE.FOR EXACT • • • • LOCATIONS.FILELFOLLOW NG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,1E GURESE HOSHEETS GGESTED,APPROXIMATE DRILLED E Y.O LC' yj 'gt 1+1 ��1:. ftGURE 7: FIGURES: FIGURES; FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (�^' 571 E O1' /` • •• • • (FIGURES CLIP ) FLORICK-- ® (FIGURES USED (CMU)SHALL CONFORM 3-ASTM GE WOOD SHALL BE PRESSURE-EEL STUD YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��rS 1 r\�� • .• • MUST BE USED ALUMINUM SHALL BE 80G1T5 AND BEA MINIMUM OF,125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33-0100.045'THICK(18 2'X 4`X.25"MULLION II7 j s5/�N;3L-'�^311` IN PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW EAA.LY'0 T"ILLER,P.E. • •. • • THREADS BEYOND THE MATERIAL.#10&#712 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. FL P.E.#58705 TABLE 134 Mullion Capachy Tablo ifbe/Ra • � � Open Ing Width(thrterticafyspad mWtions)orOpeningHotght(torholi7Ardayspmrirgmullions) 60 in 6oln loin 50 in 90In IDD in 1201n 1401n leoin a( u Rectangular hepill1wo Reclanguta Tmprl0ang. Rwlenplar Treprldem. Reclehgder TmpfTamo Reckrhgd6r tgpmang. Redangder T.Wdang. RaCWrtpdOf TtWTd*nZ FtWanoda UPTIuna. Rmfonyler TmWldeng. 7[ 69 O 2X8 .26 1 Loodng Laadng g Loadna 10zdng Lowo Loading Laedhg .lowing tesdna Loading Loading Loadhp Loadng Lwdnd Loafing 1-016410 4 ALum.Tub• x 2: n r x n 2 r z a x r a a r a 2 r z x F a oY x Mullion a 'a^ '� n 'e t.. s a ,,, 77 a 'a.. a c .. •� d a G a �sg a ^ a a � � ~ a �~ '21 11 ' fl €� � €� �• .� �� a €� �� � si �g .# 421n 170.0 620 170.0 433 170A 744 170,0 475 170.0 We 170.0 We 170.0 081 170,0 Sto t7aA life 170.0 521 170.0 f240 170.0 521 170.0 f488 170.0 521 170.0 t735 170.0 521 170.0 1883 170.0 521 O 40 to 170.0 708 170.9 524 170.0 850 179.0 584 170.0 882 770.9 830 7700 1133 116.4 881 174.0 1275 170.0 OTI 170.0 1411 ITQO 050 170.0 1700 170.0 880 170.0 1983 170.0 480 170.0 2287 1704 860 J LU 50.6251n 170.0 747 170.0 583 170.0 880 770.0 631 170.0 1048 110-0 684 170.0 1195 110.9 723 170.0 1145 170A 747 170.0 1484 170.0 758 170,0 1783 170.0 750 170.0 2002 170.0 756 170.0 2381 170.0 750 (() 541 170.0 7W 170.0 012 170.0 858 170.0 691 170.0 1118 170.0 754 170.0 1275 VGA 593 170.0 1434 170.0 537 170.0 1594 570.0 856 17D.0 1913 170.0 S61 170.0 2231 170.0 Bbt 170.0 25W 770.0 651 LU O � m o N 606 170.0 855 170.0 781 170.0 1063 170.0 707 t7Q0 1240 170.0 876 170.0 14t7 170.0 044 170.0 1584 170.0 9% 170.0 177t 170.0 1033 170.0 2125 170.0 100 110.0 2470 IMA 100 170.0 2@33 170.0 1053 - rB N 8317 170.0 030 170.0 715 170.0 1115 170.0 950 170.0 1102 170.0 040 170.0 1480 170.0 1015 170.0 1073 170.0 1W8 170.0 1859 170.0 1122 1704 2231 170.0 116g 170.0 2003 170.0 1171 170.0 2875 170,0 1171 j eeh tt0.0 074 170.0 789 170.0 H68 170.0 00:7 170.0 1394 170.0 1002 170.0 1555 170.6 1086 170.0 1753 170.0 1153 170.0 1848 770.p 7250 7740 2138 ji7 75 170.0 2n7 fl0.8 1285 170.0 3717 1700 1286 Z „5 72 In 170.0 1083 7744 575 170.0 1275 170.0 5009 1700 748@ 17x.0 1429 770.0 1700 770.0 1228 4700 7913 770.0 1315 770.0 2525 170.0 1357 170.0 2550 80 170.0 2875 170.0 7528 170.0 34o0 570.0 1530 g (�,) _ 76 in 170.0 1122 170.0 937 170.0 7318 1700 lobe i70.0 1570 170.0 1209 170.0 1784 170.0 1372 170.0 20S8 00.0 1421 170.0 2243 170.0 1505 770.0 2692 9 170.0 3140 170.0 1094 170.0 3509 170,0 1705 C J d O 2 70 in 170.0 +151 170.0 967 770.0 1161 170.0 1118 170.0 left 779.0 1250 170.0 1662 176,0 1388 170.0 ton 170.0 7474 170.11 2392 170.6 1567 170.0 27.03 0 1740 3223 170.0 7777 170.0 386:5 170.0 1796 Q J '� 801 U. 132& 1700 1114 170.0 1594 170.0 1325 1740 1859 170.0 1488 I70.a 2425 170.0 1553 170.0 23@1 770.0 1783 170.0 28.48 170.0 1818 170.0 3185 25 1566 3453 7740 ?773 138.5 3}13 170.0 2381 QOBIn 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1961 1740 1622 170.0 2287 170.0 1794 1740 2550 170.0 1852 170.0 2533 170.0 2005 180.0 1708 36 Y3T.1 3189 180.0 2470 120.0 119811 2425IOB In 170.0 1504 770.0 1408 170.0 1013 170.0 183 170.0 2135 170.0 1570 170.0 2539 170.0 2078 184.8 2781 170.0 2271 146.3 2781 S6f.0 2333 123A 2Nu 81 105.9 2781 125.0 2234 02.7 275( HBA 2180 Nlith 170.0 Ion 170.9 1454 170.0 1868 170.0 1100 1704 2203 170.0 1832 170.0 2821 1700 2149 151.@ 2632 182.3 2245 136.8 2832 148.4 2218 1118 2832 8@ 67A 2832 1ISA 2128 614 2832 106.3 1008 X 52 Y 1201 170.0 1771 170.0 1588 170,0 2125 170,0 18$9 164.4 "1152 159.9 1981 535.1 2252 141.4 1084 V. 2252 1272 1838 106.1 2252 110.1 1015 80.1 2252 89.0 1672 772 2252 60.0 1036 87.6 2252 81.4 1608 X � UJ 144N 125.5 1564 5288 U45 1W,3 1584 109.1 1425 tai 1564 9i.s 1407 702 feel 80,7 5304 69.5 IW4 72.3 1373 82.6 4564 65.7 1359 527 156{ 56.0 1130 44.7 1594 492 1365 39.1 1584 14,4 1283 Q CV Q (� D a x0 N TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: �_ m� AneharCa acl Table b5 a D' Sntetmta 271 CohcMe 3.5k cone. RoOow CMU Filed CMU PT Mod Mew DP ANCHOR CAP.,,,,,,,•. ( )X{ I=ANCHOR CAP.,,, m Amhorlyim Vlr8hoUltmon 114•Elm Unman 5156'Eko 3116•ElcoUUxan t/d•EleaUltroeah 174•SSEko 5116'Elco 1/4.66 Elea no steel a1zsteel aftsled MULLION CAP,,-,_I A»ChatOtfpPatt9ma 776620 AppoGotor Utbecm AWeGator Scaw(05)Scm(05) SCrew(G6> USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 7171120[40n7 r 2-lir 1• 2-Mr 3-06' 1• 2.1ir r 24rr r 3.116' r 0.48• 0.54' 9.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Pi 13'4• lar4' 1-214' Ia/4- r 1-tr 1.114' 1-114' 1.1/1 fair I-1w r fart• taxa+ wde4 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amnws04.T8'Min.O.Q/SIMdp4daOnsNCGp x,1824 390191 390 b1 450 In 699120 1914 a3 z7o 193 289161 354 bs 740 hAa 374120 6841b. 646 ee 341 lbs 4421to seob4 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtns04.W Mia.O.C.IStandmd(orOmeg Clip ft 3} 78083 760 bs Webs 776016- 3232 bs 540 bs 660 IM Toa bs 1400lbs 7481be 1272 lbs 1M lb1 662bs m5lbs 1120163 CAPACITI'(FROM THE TABLE)OF THE SELECTED 0AmM3®1Jr Mh O.Q I StaMmd(w0uei)CaP(Rp.4► 1160 ft 1400@4 i0t016s 259565 WA WA 94orm WA 1085 be WA WA WA 136383 IMWS 2246M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anctm 0r W.O.Q/(2)2-5An01e CUP 117711 Sy 780be 780 b4 tell ma 1560 lbs 18%ft 540 me 560113 WA Tho lbs 748 He Beg lb. 1892 lb. 68266 Bas 03 112003 CAPACITY WHICH MAY BE USED TO QUALIFY 6 AmbmO V"O.QIII)2r5 Angie CUPS I(Fig•Or 1596W 156016s 136073 3/20 tbs 3762 R3 1080fte 1/20bs WA 1520 ft 149606 176083 1784 tbs S3S3W 17Mws 224094 ADDITIONAL ANCHOR OPTIONS FROM THE 12Archo3015•M1a 0.0.1(2)215 Angle C4a l(Fia2,7 1660 ba 21001W 144013 378011 WA WA 1320 b4 WA 1500[be WA WA WA 2045 tba 285403 338603 ANCHOR CAPACITY TABLE. 4 Anct-01.34`Mn.0,0.1UC8p,kta.12SAlam.(Fig.$): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 ft PREDUCP REVISED 6 Andras 0 0.64'W9 0.0.1 Ualp,MAW Am.(Fig.67 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 03 w c-Pl)h8 with dW P18Ade 2AnCMhs0168`Mn O.CIF•C6p{F-p.t0} 39611 390191 4501[% 89011 541603 27003 280465 35461 74061/ 374 Sins bJB 161 44811 345 tba 442ae 660 ib3 I--2.000'--( BuildingAccepta Cela ACCeptanCc nfo 4.0207[20 01.71'MN.O.C/F4:9p(Fig.117 590 be 700 W 605 Its 7298161 WA WA 410lb• WA 533 bs WA WA WA 88211 Ba5lbs 112011 .250, 11671 >A#.e Ff � NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP, TABLE NOTES: B7 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8:FIGURE 1IX FIGURE 11: M(mi 1106114' • • • • • • • . • • 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. 6C1,�' A Ntj r� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOROPEN INGWIDTHS ISALLOWABLE �,tG44hlSG '•.F'p 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS1,10.5$705 • • • • • • •• • • 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON , FIGURE 6c FIGURE FIGURE 7: ANGLE SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1b i� • • • • • • • Cie 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATK7NS.HOLLOW AND GROUT FILLED ► (FIGURES y ATE Or CONCRETE BLOCK UNIT{CMU)SHALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED O ' • • • • • • • • MUST BE -LOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 808&T5 AND BE A MINIMUM OF.125' ;`tt.•\•;rt ORit7? �\C, • • • • • • • • USED IN THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK t18 GAUGE),STRUCTURAL STEEL TO (()(��� p1URS, BE AT LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW y X g•X.2F A. " ff(v11LLR,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mullion Capacity i6b16 Ibe#tt Opening Wldin(for tonically sffanning mtlgons)or Opening Height(for hodwr2aAyspeMng mutons) 50rn 6018 To In 8014 Iota SOOM I 12oer 140In 1601. 2drf ReUarGular I Trep'TH v Ree War lrapndaeg, Rect9n9Nar I TmpfTday. Rectarod f Trapnrlare RealangWar Tropmlanp. Pemangaar TrapTdmg. Reotaa9Wa1 TWdarg. R4dwQWar TnprTdarg. Redar'guear Tmpadang. �j� x.12 AAlu Lowhic tDadrp La7drp toaav Waft 1.oad81B Lo ,e Lwav I.oadke Loa4lryp Leading Loar9rm Laada>p Loadlmg Loadkp lmrkAO LeadFrg toadbtl � oel 1 11 1 11 1 11 11 - Tube Mal rs 11alli I f 1 111 1 a I I a I I I I a I I I I I I I I I I I I a 13 z fr'ln 1412 328 167.0 428 120.2 526 1468 419 103.0 526 138.9 414 Sal 626 434.6 411 867 628 134.1 411 721 We 1341 411 60.1 628 134,1 411 51.5 616 134.! 411 45.1 526 134,1 411 O 966 403 1060 333 865 4W 94.7 37S 69.0 403 864 6R4 4IXS 81.4 317 63.7 403 79.5 316 463 403 798 344 463 463 78.6 314 34.6 403 78.8 314 30.2 403 768 314 82.3 362 91.0 301 696 382 70.3 294 68.8 362 71.9 2W17.9179 21 67.2 288 46.7 362 04.6 294 41.2 382 83.8 291 34.3 397 636 293 28.4 362 665 283 257 382 83,6 263 87.8 318 74! 267 56.6 318 64.2 261 495 318 67.7 218 535 253 UT $16 60.8 250 339 318 466 249 263 316 49.1 248 24.2 318 461 246 21.2 318 48.1 246 m 0O d 495 258 531 219 4f.2 268 46,7 214 353 266 48.7 28 37.2 207 27.6 25H 34.9 204 247 258 3a,; 2o3 20.8 258 312 201 17.7 258 322 291 455 268 322 201 (Q W !n m 427 234 458 200 358 234 39.1 105 305 234 34.7 14 31.6 189 23,7 234 29.4 186 21.4 234 290 784 17.0 239 296 191 15.3 234 28.5 183 13.4 234 28.5 183 W 37.2 213 39A '183 31.0 213 33.7 118 265 213 24.6 413 Z7.0 173 20.8 213 25.1 170 168 213 237 169 15.5 213 72.2 187 13.3 213 72.0 468 71.9 213 220 786 Z ri 299 178 30_S 165 23.9 779 258 162 "A !78 71.5 179 20.3 147 158 179 18.7 145 781n 24.3 181 25.4 140 20.3 161 21.637 17.4 1B1 160 181 17.078 kr 225 t@ 235 133 t68 162 f69 131 191 f52 ST.S 1Q �L � C TABLE 14B N AnchorCynCl Tabletlbs ANCHOR CAPACITY ADJUSTMENT FORMULA- Q stmuste Z71(carrrele 3.5x coc. 104mcmu F- X 00 CI PIDd)CM6 PT Woa6 Metat {OP•,)X(_ANCHOR=.:::_ =ANCHOR CAP.,,, Tq O r 5/16•Eko 7/4'SS. 0 tJ16"Eko v4'SS E7eo #MSteel 9125100 #1281ae1 ULLION ,, Amt"yps 3r16•EkoUlBxon tl4•EIcaUBraon 3I16•Ekoutlracan vMEkol8lrecan Appecata t0mson nSgc6ator scn7r(GS)screw(Oz) scrett195) U3ETHISFORMUL.ATOOBTAMTHE%WCHOR X AO4:horCllp Pnttomfr U4man cV EQIeolstarr.e(e0 f• 2.12 t• 2.1rX 3-tre• t• 2•v7 1• 2.12' 7 3.110' 7 648• 0.61• 0.324' CAPACITY REQUIRED'CORRESPONDINGTOAN N Embamen10n3 1y4• Vara• 1x14• taro• 7 vur 1•v4• uv4' f-v4• 1•ve 1•v4' 7 11w 1y9• 73des ACTUAL PRESSURE REQUIREMENT FOR THE U N 4Arcron423'MIOo.c.7 2(5Af�e134r511Flg.1p 78olaa 78otbs s6omt 156ous S896WS Gams 666tu wA 769tos 749®a fi6oms 18$284 69z1cs 886 ms 4434 m3 OPENING,WHEN IT ISLOWER THAN THE MUWON r Z CAPACITY(FROM THE TABLE)OF THE SELECTED a s.� O MULLION AT WILLYIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `"'-1.286°-«•� 1'-RP,4UCT REVISED as complyorg with the FIu11O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Buildu1g Code FIGURE 1: AcrslNmm Na*Ozt#L.03 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Brrprmli0n RAZ 0 a♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET'S 21-23. 211811- By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i) . ANGLE CLIP M1157 BE USED IN PAIRS, 125• t 14 I I I i I 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C410.WOOD SHALL BE PRESSURE-TREATED `` �Q11{LY1 iV A,ffll ���i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' lt`.•'4tG>=NSF''•F'P THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1,28'X 2.11'X.126'MULLION •: -•••;r'%, LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FM MULLION) Np•58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S-OR 410 S.S. - w ' slHTeoF �•�:. A.LYPSWIMILLif P.E. FL P.E.#5$105 TABLE15A • „ Muiflon :a T6bto ibalR Oponing%gdth(for vel6caksparrngmtbos)orOp•ningHatght(forhol¢ari"artirgmD0iom) G! 50 In 801. 701n 001. so in ioilfn 120 In UO In 1601. neetn9uiar Tmplmm+0 R4M8S4gUt 7rapmtktlg. RectmOitlar itaprMang- fieden9+far TtaprRtetg, Reetan068r 7tatJ91an0. ReclatMttar Trap/OfanO. tiectan(Hlat Le)iTOe Ractannow TrApfr4kno Reclan 4 p8et 7raaaftg. 3.26"30 lne� C.adn9 LeadnO LOeQ✓n0 LOad1.0 [oadtg 1naAn0 La6dIn0 tuadfn0 taedn0 Iaadtn0 L4adn0 tdadutg WadnO teadn0 Loxdn9 inaltq Leadrg sy, DESS-AL a BAY MULL v d Its fi 23 _ a 11 aa� g a a z fi 6 fi s � 1 111 1 N 6' z 421. 110.01 620 170-0 1 433 170.0 744 170.0 418 170.9 869 170.01 600 1170.01 992 170,0 519 1170,011116 170.0 521 170.0 1240 170.0 821 170.0 1469 170.0 611 170.01 1717 17D.0 621 149.1 1740 170.0 511 � W 481. 170.01 708 170.0 624 170A 450 170,0 591 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1215 170.0 677 170.0 1417 170.0 9110 1622 1522 170.0 680 1305 ion 110.0 680 1142 1622 170.0 860 50.6251. 170.01 747 170.0 1183 170,0 1 898 170.0 BSS 1705 1046 170.0 664 170.0 1185 170.0 723 170,0 1345 ROD 747 1164.111443 170.0 760 136.9 t443 17OA 758 117.3 1443 MID 756 1026 1443 170.D 768W O O 641. 170.01 707 170.0 612 170.0 856 170.0 691 170.0 1116 170A 764 170.01 1276 170.0 403 180.4 1353 170.0 Bar 1144.3 1353 170.0 658 1203 1353 170.0 861 70X1 1353 170.0 881 902 1353 170.0 651 m C> I' 60In 170.0 683 170.0 701 170,01 1063 170.0 707 167.D 1210 170.0 875 148.1 1 1218 170.0 944 129.9 1218 159.6 818 i1O.9 1218 1521 924 97.4 t218 1401 O10 83.5 1218 148.1 913 73.1 1216 146,1 913 i- SSW 110.0 MO 170.0 743 170.01 1118 f7O0 6% 160,2 1160 iWS 931 IVA 1160 153.0 914 t16.8 1150 541.9 898 105.1 1150 134.2 866 87.0 Ilse 1207 071 76.1 1150 1282 870 66.7 1160 1282 870a. 6111. 1700 074 $70.0 789 152.41 1048 165.5 401 130.6 1048 1141LO 684 114.3 1040 133.1 660 101.6 ID48 123,4 639 O1A 1045 110.0 830 782 1048 100.4 821 653 1045 1052 610 57.1 1049 106.2 816 Z v) 721. 140.9 660 147.9 784 117.4 880 1200 1 748 iglA 8611 110.9 134 88.0 850 100.0 722 78.2 699 925 712 X0282 TOS 60,7 850 792 693 503 680 76.6 686 q;.0 840 78.4 868 78tH 119.7 780 125.1 690 918 760 108,4 076 885 790 93,3 663 74.6 780 91-9 652 60,5 79D TO$ 643 1.7 633 40.9 790 65,1 624 428 TOO 621 619 37A Too 61.5 817 2 xa J 78 kr 140.8 750 1155 657 92.3 760 00.1 6M 70.1 750 049 632 692 750 Tm 621 61.6 750 70.8 612 66.7 605 482 750 59A 554 39.0 750 682 658 34A 750 65.6 688 001. 721 501 74.4 600 60.1 50 029 491 51.6 653 64.8 483 45.1 563 461 475 40.1 383 44.4 486 0.9 402 30.0 603 36.2 451 25,8 663 33,3 445 225 683 3L0 442m. 59A 495 8t.) 443 all 495 61.5 435 424 495 44A 427 371 495 309 421 33.0 495 30,7 415 332 409 24.0 495 29.1 400 212 495 20.6 394 108 495 25,0 30 W a 1051. 41.7 391 42.0 353 34.0 391 159 348 20.8 391 31.1 342 28.1 391 27.6 331 232 391 74.9 333 22,0 328 17A 391 103 321 14,8 391 17.8 315 a 1141. 36.4 370 382 335 32.0 370 33.0 33D 275 370 211.9 325 24.0 370 25.1 320 21.4 370 22.8 3111 08 312 lao 370 16.1 105 Of Q N N 4208+ 30.4 317 30.9 289 24.3 317 20,0 284 25.7 117 723 �0 59.0 317 199 276 tOQ 317 179 273 t41 N 17.6 220 175 201 Q Z Q TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA; § O It AnchorCamc1tv Tableabs) g ANCHOR CAP.„a„ Su-tmla 2.7k Cwcrds 35k cbna. "am.CMu FAed CMU PTY,Swd mdw (DP)X t }=ANCHOR CAP.,,, AnciwrTrpo: 3116 EitoUftsu l IWEke W=w 5116Ekc 3ti8'LxcoNuma. Ito,E7, UtMeeee 114'SSEke fif Sto it9•SBEk* 9IOSteet 412SIM 9i28tad MULLIONCAP.,a,,,,,. AnchorCllpPattem5 tnumon AWaGal9r tMmw. A9oreGator Bcmw(05)sow(G5) 6crew(GS) USE THIS FORMULA TO OBTAIN THEE'ANCHOR Edpa DWMe(nk t• 2-tm 1. E2-11r 3-us^ t• 2-vr r 2.1¢ r 3-W 2• 0.46• 0.54' O'i2v CAPACITY REQUIRED•CORRESPONDING TO AN mbc*neM MT tate ta14• tall• r 1.114` 1414- S-tr4' 1-lf4• i-fir Mir 2 late• late• V.ta3 ACTUAL PRESSURE REQUIREMENT FOR THE 450IDa 17000 270wa 280tbs 354lba 740@s 374 the 72010a 940.�s 3N 0e 4421- 660 ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4AwJwa®3,5-Km0.crt712x5An*CVpsIft.4 Teo 9w ]4o®s 79Dma 2525✓bs 51oDn 56o9u wA tt2D1- 749 ms seat- ta92tbs 4921- 965ttm 112a9a CAPACITY(FROMTHETABLE)OFTHESELECTED 9Ambm462T1"Nm O-C,7(1)215 NV%Cga/(FID.3k t12ot- tlzo$- osema 2 ms wA saws wA foss t- wA 132o ms wA toz2 ros 13221- 16606rs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRMUCT REVISED FIGURE is a$mmptyily wi81 tha FIDi(tL TABLE NOTES: Building Cod6 Acmptancc140#(0.02#8�?U21 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. p)7alim�D�l SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mi � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 126• L • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. <) F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- 30° �`?`•'•00".•tSF •.,'Si 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUP FILLED 3,250° 'Ido.56'!05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ "• -s•2..._.�..�- • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF-1261 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.t25'THICK AND 536.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30 BAY )� 1.7.97E MULLION SS Q„ • • THE MATERIAL.#i0&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. . .......... L \\ ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PARS. ���r j>'JL?0)111- A.LrNN MWI:A,P.E. FL P.E.#58705 TABLE 18A + _ Mullion Caplift Tobl¢ybomt} Opanlnp Wldlh(for 5011 guy 5pamlrg IntNore)or Oponlnp HolBht(tor ror[$wd6y 9p6rrirg mWTions) 501t bo in loin 80 in so In iOgln 12016 14010 Main Rocu pAu Trepan. Rodag" Tmwveng. Roclmgulw 7iepfTdwg. &dongdw Ttaprrdwfp. RecloWar Tiop701wg. RegwylWw Trep]Tdanp. Rootengdw Tfe#aTdmg. RectapWOr TmpmoryRda9Wa Tmpdn0,#� Le"09 )093Laadng Lokv CoaliLodm Lw&v lowing LafiLaadtoft ( dng Lod9 LeaftLoodoo326"48 og ti L 11 BAAYYMULL �, � � o � LL � � � -av11!e I I I b Ica � � �� � � � � � � � �. � � �. � � � � � �IT ��' � � �� N @M 170-01 87D 170.0 435 170.01 714 170.0 470 170.0 BB5 170.0 500 170.0 992 170.0 510 170.0 1118 1704 521 1170.0 1240170-0 521 174p 140$ 170,0 $21 170.0 1735 170.0 521 180.3 1871 170.0 621 J 46 ki 110.0 708 170.0 524 170,0 850 170.0 584 110,0 $92 110.0 630 Me H39 170.0 68t 170.0 1275 170.0 077 170.0 1417 170.0 860 1633 1037 170.0 680 140.3 1637 170.0 800 122.8 few 170.0 Bao j 60.026bt 170A 747 f70.0 563 i70.0 We 170.0 831 170,0 1018 170,0 654 170.0 1105 170.0 723 1700 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170,0 756 12B.1 1652 170.0 756 110.4 1552 170.0 756 g �o U 541n 170.0 79'7 170.0 812 170.0 ON 170.0 601 170.0 1116 17OX 754 170.0 1275 170.0 803 170.0 1434 170.0 037 1552 1455 170.0 856 129,3 1455 17go 661 110.8 1455 170.0 881 97.0 1455 170.0 aB1 m CD d 60 kt 170.0 885 170.0 701 170.0 1041 i70.0 797 170.0 1240 170.0 878 157.1 IWO 17&0 944 439.7 1309 170.0 900 18.7 4389 163.5 094 104.6 1302 157.1 082 89.6 1308 157.1 M 78.6• 1308 167.1 902 F J 63in 170,0 930 170.0 745 170.0 1158 17&0 050 1829 1247 17&0 040 1425 1247 164.5 03 126.7 1247 1526 905 IK0 1247 W3 852 8.0 1247 1382 936 81.# 1247 135.7 035 71.3 1247 135,7 835 W "I S651n 170.0 974 170.0 780 170.0 1100 170.0 003 140.4 1190 103.7 685 MA ii90 147.0 045 11OA IWO 13&5 028 103.0 1190 12&4 914 8&0 1100 110.5 M 742 1190 118.1 603 64.0 1190 11&1 893 Z N x $$$m 7201 16t.0 late 169.0 677 134.7 4010 MR 658 iISA Me 1272 842 VIA 1810 ift,7 828 a&8 1010 105.6 617 80.8 1010 B&9 807 673 1010 908 705 57.7 1010 87.8 700 sms 1010 $7.7 769 ? ? p� 7811 137,0 900 143,0 782 114.5 908 122.0 775 9&1 US 107.1 761 85.0 908 682 748 7&3 OW 882 738 6a.T 908 IM3 729 573 BOB 74.7 Its 40.1 M 71.2 710 429 908 70.8 704 JQ r 6'� 'Jz 7014 127.1 bat 1325 754 IWO 861 1125 738 90.8 581 05.0 725 78A 881 845 713 70,0 581 81.0 703 63.8 861 754 694 5&0 681 68.1 661 46A 581 04.5 675 39.7 $81 6&7 872 .•p- 9010 aL7 648 65A 574 Sea 648 721 661 6&1 640 OLD 554 51-7 848 58.1 645 40.0 848 602 537 41.4 048 47.0 530 345 640 41.5 518 265 848 38.2 Sif 89 848 38.¢ 507 z � Z ,LSV �r 9411 882 588 70.1 608 WA we 6&1 499 4&7 588 StA 49t 42.6 309 45,8 483 37.8 SOB 41A 470 34.1 568 3&1 470 28.4 SM 33A 459 24.3 585 3D.5 452 21-3 568 28.7 447 {~jj LU �O�Q 10814 47.8 149 40.9 105 38.9 NB 142 309 3{2 448 35,7 393 28.8 149 31.7 387 2&6 NB 2&6 382 23,9 NB 2&1 377 x0A 149 22.7 305 17.1 149 ZOA 361 140 449 10.0 350 uj 111 In 14.1 425 45.0 30.1 30.8 48 379 3LU 78 31.5 125 3La 373 274 425 22.1 3$7 24.5 425 242 3e2 221 48 Y4.0 358 18A 48 2p,7 350 t5.$ 4x5 1&8 343 Ix W❑ 12061 349 384 35.5 331 20.1 384 29.8 328 249 384 2&b 321 2f.$ 314 228 317 10.4 304 20.5 3!3 17.5 304 !&7 309 U Q 144 In 202 253 20A 233 15.8 253 17.1 230 TABLE 788 a z y @ x ANCHOR CAPACITY ADJUSTMENT FORMULA: $ mIx w ABcha7Ca acl Table Obs) ANCHORCAP.,,v,,,,,, SUWI2te: 2.714 Cotwrete &Sk Cono. HoOowCMU Feed txtU PT Wood Metol (DP,)Xt )=ANCHOR CAP.,,, &1WEMw 114"SSEko Ni8'Elco uPssElco 410 stud 812s�ed 4lxs�ed MU WONCAp-::,,,," Anc5or7 3118'EkaUS.car 114'Eka UtSam 3110'EkoURmw t74'Fko(tlmcm AnchorGBpPORem$ Waco" AggMGgX 080101 AggfeGofor 8rn (0S)S4mw(05) Saax(057 USE THIS FORMULA TO OBTAIN THE ANCHOR Edgo l)ht xbft r I 24Ur 1• 2-tri• 3-108" r 24 1• 2-trr z 3.1/81 21 OA8" 0.50• 0.32A• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(n) 1.314' 1 tars' talo' law• 2' t-va• 1414' 144' 1414• 1474' 1414• 2' tyre• lana' wdas ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnCMm 06 Min O.C.7(2)2X5 Atg%Clips I ft fj 390 b. 390 m4 450.5 8809. 1700 Ne 270164 2601es 354los 740 are 3741b. 720153 940 F. 341 los 4421be 650 m. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambcma3.5'Mm o.0.rtt)215Argte CEP ft 2k 780th. TaOin 790M 1670rb3 2Mbs $40 H4 ssa>ffi wA 112064 74811. 880 as t&2m3 tb2 ms eastas 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AWhn@ VV WL QC,r(2)2h5An9%C43 TIO.3X. 1120th.1 11201b. Mt. 2246Ih3 2254 On WA 64015. wA 105911. WA 132011. WA 1022♦Ds 1327 Bd 1880 Bre MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REYISUD FIGURE 1: as mnplyin$wish"Flurml TABLE NOTES: Building Cade AcogxwceNe 16.0-M-173 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Fat imLLonDate ZQZ) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M fmduct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, ` ti� LYNN @p�7 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,125" 45" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ���,\t`�•''•GGNS,c•'•<<�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �• ''r FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S(L WOOD SHALL BE PRESSURe-TREATED 3250" 140' • • • • YELLOW SOUTHERN PINE WITH AN SGOF0.55.ALUMINUM SHALL BE6063-T5 AND BEAMINIMUMOF.125' • •: THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THiCK(18 GAUGE).STRUCTURAL STEEL TO BEAT �,BAY A. Lf � �L t7 LEAST.126'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADSBEYOND ` ::12, - LION gTr]'•OF • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S,OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAiRS. Czw. .........� •t� A LYN,iMi4LeR;b.E. FL P.E.#58705 --� s.oao" ('- --! 1.oao' r•- 1-1.aoo•-+ t-1.25x•-I ���� -••� 1.000' (--- -`j 1.000" r-- �+-1.266'-'•i � � .125' .125" pp a .125 .125 2.750• 2.750'L 376' .125' 3.125" .125' 3.188' 6Y 2.000" 2.000" .125' 2.116' N --T t r. W. 125' .50.0" T 7'.125' Z ,N�� 1 1 I 900' { O LU 1'X2'XA25'MULLION 1"X2"X.375 MULLION 1'X2.75'X.375"MUWON 1"X 2.76'X.650•MUWON 1'X3,125"X.5"MULLION 1.26"X 3.186'X.265'MULLION 1.26•X 2,11"X.125'MULLION : 2 6063-TB ALUM. 6063-T6 ALUM, 6063-TS ALUM, 6063-T6 ALUM. 8083-T6 ALUM, 606346ALUM, 60WT6 ALUM. 2 XSECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION mU, 0 O �---.125 f^•i�--.125' "i F•-.125• F O 11V Z i XSECTION STANDARD CLIP 1 2X5 ANGLE CLIP TABLE A Z LU 6083•T6ALUM, Dimension Value(IR) For MUitlett: 2.000• 2.125 65ANGALUM 111 UCLIP 2.000 XSECTION A 1825tN 1 1 6083-TB ALUM. .125 X-SECTION .125" B 2.8 .126° -Q 1 54 11 X2Xr Aluminum QC3 Z o 125• D 0.740 Tube Mulgon Z 00 --•I.740"H A 1.125 C z 1'Xr X.375 w O 5.500" .HERETO .375 B Aluminum .375 3.7 ''-"'-'•I_CREATE F-CUP SEE MNd. rE S.00tI' C 0,635 Tuba MWlion � MPI. DETAILF,SHEETd .376'MIN.9- 6063-T6 p p,Qi70 LL Q 0 O .338`MIN. d` Z .N Oj1 r--------1 r-------� A 1.875 �------------------- � 1 1 t 1 t A A t ucLw A ��-�_�_-� B 3.000 1•X2.76-X L- ___-_-.i L'-------J ALU -------------------' 2X5 ANGLE CUP C 0.757 .375Aluminum TOPVIEW 6063-TBALUM. _ D 1.118 Tube MUIGa» STANDARD CLIP TOPVIEW � CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 MI», 6063-76 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR A 1.312 1'X2.75X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE 1141.E DIAMETER:ANCHOR pINdETER+7116'. SHEETS 5-77 FOR THE ANCHOR O.C. WRHiN THE DASHED $ 3.066 •650" DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER;ANCHOR DIAMETER+1116'. SHEPTSS-17FORTHE C 0.476 Alut»IRUR1 ANCHOR O.C. TABLE B D 0.836 T�Mullion DISTANCE MAXIMUM 5.500' 375• ANCHOR HOLE Mull Dimension(sheet#) POT Fett# A 2000 1°X3.125 X �RODUCTREViSBD DIAMETER:ANCHOR MullloR Std.Cll OM6etC11 UCI! M IaCll B 2.637 .500'Alum ascomplyindwithdoFkft .375 MIN. DIAMETER 1116% P P P 9 P C 0.863 DOW'%C.ode U0-0,2 MIN. 1"Xr X.125"(5) 66M 688113M 6661118M 666243M 666511M Tube Mug Amps. M D,3 D 1.137 pima Data -----_-------1------------;- 1"X2°X.375"(6) 666006 666114M 6661118M 886244M 666512M A 2,825 (I X3.186 D 2 . 5466513M B 3.262 m M110 Dade Ptoduat X.285'Alum t i g s"X2.75 X.650" G 0862(8) 66606 666116M 6661121M 666246M 66W14M 7160 Mull %tit rrJ --- D 1.762 �i 4lNAtgl���r�: t i 4 i D i 1"X3.125'X.500 (0) 66637M 6681116M 6661114M 666242M 666515M pl �c 1.25'X3.188"X.265 (12) 66841M 6681117M 6861113M 886241M 666516M 7.26`X2.11"X ` .'�}CENSE L-..---_--J -_- J A 1.813 .121'Alum �,.. '•.�Y �:. 1 1.26 X2.N"X.125(18) 69370 NIA NIA NIR 6685t7M 7160 Mull ::is: 140.56705 4 OFFStT CLIP �,• :. gC NOTES _ SLY 125 6063-T6ALUM. . TOPMEW 740-I� tj HOLES TO 8£DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. E 0 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ,�SCS ......... //�•••••AA f 3}SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A. SN�ry(�PRIp. A.LIN, I FL P.E.#56705 1.062'1_1 .740' �ow .3w .062' .06? .125" -1�-A25* 4.000 A33W" 1 .125' 1 4.000, 4.00D' STANDARD CLIP I r 2.025' 2... 6063;Tmum 2.125^ 2X5 ANGLE CUP 2 .12.7 X-SECTION U-CLIP 2.000* 6063J6 ALUM. 6033J6 ALUM. W) .125* .1� 125" X-SECTION X-SECTION 126' .031" ta Aw Z 2 .12& CENTER OFANCHOR HOLE MUST LIEWITHINTHE -.1 155" .375' DASHED BOUNDARY.SEE SHEETS S-W FOR THE -j J ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR V i. -T HOLE DIAMETEP-,ANCHOR DLAMETV 0:1 a) X4'X.i25' X4r"X,375* I X4"X3W -5.500* mR+1/10. UU co MULLION MULLION co (D 0 6063-TO ALUM. 6063-TO ALUM. 6063-TOALUM. CUTHERETO =) Z 01) W X-SECTION X-SECTION X-SECTION .316, 3.126' CREATE F-CUP.SEE .375' .3 1-- 0 0 MIN. DE FAIL F,SHEET 4 MIN. V5 1.250' Z -------- r--------I -7f wo f CENTEROF r---------\------------ �37V 1.260* ANCHOR HOLE I MIN. is MUST LIE WITHIN 2LL11 tL Z THE DASHED - 't F BOUNDARY.SEE 4-- f ---4- 2.875 SHEETS 5-2D FOR 1,25W I t2 f '0' THE ANCHOR O.C. T-4------ I DISTANCE. MAX MUM Z 3250" 3.250' 1 ANC14=HOLE w 0 DIAMETER: _-j 00, .100, 1 1 Q) (j) low L- ------ A14CHOR DIAMETER V16% 0 .10(r 4i 2XSANGLECLIP .624" �.6214' STANDARD CLIP U-CLIP a ALUM, &0- 6063-TOALUK 0063-TOALUK TOPMEW .820" ji ­ -- gg ENTER OF ANCHOR HOLE MUST LIE .820' 1-- .820'l- Zc.'InIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW t.25*X&2SX.IW 12V X 127 X,624� 1,25*X3.WX.624� SHEETS 5-20 FOR THE ANCHOR 0,0. TABLE C LE C,CONT. MULLION MULLION MULLION DISTANCE'MAXIMUM ANCHOR HOLE Dimanglon V2104 On)For Mullion: Dimension Valuo 60GS-175 ALUM, 600&T5ALUK 6005-TGALUK DIAMETER:ANCHOR DIAMETER.11161. o"Mu P--TIW7---lvX47 K- -F X-SECTION X-SECTION X-SECTtON * I.ODD ' .127 G 0.6w X 414' * Z680 Almnlnurn H 1.438 A fours To 2.6611 .376' 1 1 250 "'s .125" 7 F &187 11 x1v X F 2.WS 12VX3.W 1.377'-.A MIN. i ---- --- ------- --T H Z430 AI*WnUM H I-SM ' Almulnum -cmUcr REVISED 1 3.000 Tube&'r I 3.26D .8 M Men Co-Plyi-a With the Flosid, F 2250 U6*Xa2S' F= a asitdi-g Code G 0.7 Bay Men .0.9 .125" -A?§" X.1w F Z Ac ano.No 1 BTr '2' ,_11 Q31r� i Tube u 2,813 30 Mull 875 45 ow Irp-ava .12V 451 Z2 5T I H Almnlram pindi me am 1 30- by 3..IV,W BAY MULLION dud... L TABLE D 30'BAY MULLION 600341i'VALUIM. ------- Mull Dimension PGTPart# I T. 6063-76 ALUM I X-SFCTICN X-SECTION T (sheet#) But.clip ji,111 '\ ts� Mullion Offset CIIpj U-Clip Angto Clip 'Z1 T A, OFFSET CLIP 1-X4'X.12W(10) 6M 61161111101 W1122M U6241M emlem 6063-T6 AL Um. I'X4-X.37W(II) 66610 666112M 6661123M 6=42M BW519M .228-T ..22IJ �-.981,4 .125 TOFVIEW : 5S705 NOTE& .740-M I'X4'X.3W-r(ll) 66653 668112M 6661123M 660242M SW519M z : l.2S`X3.25'X.l0(r(l3) 20160 6001127M 6081124M 66VAIOM 6665115M 11)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REST 1.25mX3.25X.624' 20161 6681i2aM 6601`125101 66024liM 6 Utz PJCTIONS GIVEN ON THIS SHEET. 585116M l.2S*X3.WX.S24'(1S) 20162 M1117M 6MI128M 666241M 17M 2)SEF SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5 0<1 30 Delme(19) CZ ;�' Owl) -A WA NIA FMlIOM W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(2M 66650 L 17A 'A NIA 6665111M A. L P.E. 58705 TABLE E e n Mull Dimension PGT Pert# (sheet#) Mullion Std.Clip U-Cllp Angle Clip I -�`--.125• aw 125' .I I. ,125'2'X4°X.25"(16) 86602 888281M 808271M 8665112M2'X6°X.25"(17) 66804 666202M 666272M 6665113M STANDARD CUP UCLIP 2x5ANGLEcuP 2.000` 6063-T6ALUM 2125, 6063-T6 ALUM. 6083-TO ALUM.XSECTION %SECTION Zp • XSECTION NOTES:1)HOLES TO BE DRILLED IN 711E FIELD FOLLOWING I . .126' .125 [D DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. z - U)2)SEE SHEETS 5-20 FDR SUGGESTED,APPROXIMATE I �---1 q � O W HOLE LOCATIONS. 1.4001 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500, Ix N CUTHERETO 5.000' .376' W (J o8 O 3.50W CREATE F-CLIP, m z C3 2.000' .375' L t_SEE DETAIL F, .375' rt .375 r -�~MW. ] Z co � t0 MIN. r SHEET4 MW ~ y J Z 7 -- ------- r-------- --------------- - T-------------- T Z LUQ ,u I I I I Q '•1 r .�- 4.000` rC -�-- --- --�- 3.438' @ + 3.438' f T---------i ~ Q rn p .250' 2•MULLIONS• I ' 3.438` I I F Z Z O 6083-T6 ALUM. j I I I j I Z %SECTION I I I I ' --------� '37'^' W O ' I L L------------- N. _ _ L— ----- ---1--- -------J -- -- R' J L- STANDARD CLIP 2X5 ANGLE CDP Q U-CLIP,6063-eAWM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-TBALUM CENTER OF ANCHOR HOLEMUST LIE 8063-T6 ALUM. D, z fA (( SED FOR Y X 4'MULLION,SHEET 18 m �Q .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPMEW SHEET 5.20 FOR THEHED ANCHOR D.C.EE TOPVIEW �.p SHEETS 5.20 FOR THE ANCHOR D.C. SHEETS S•20 FOR THE ANCHOR O DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE g DIAMETER:ANCHOR DIAMETER+1116". WHHW THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1116'. SHEETS 5-20 FOR THEANCHOR O.C. 5.600" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116•. 5.000` 2.000' 3.50W CREATE F-CLIP, .375' SEE DETAIL F. .375 .375' _ MIN. r-SHEET4 MIN. MIN. 375' I I I I I ^RODUCT REVISED I I I I w complying with do Florid�7 I I I I OnildingCode I I I I A=p1mce No I I I I 'fNion Date Q021 -i_ 4.888" +-- -----i Mira 1lroducl'. .250' 8.000° rC -i-- T- - r 5.438' 5.438• I j 1%111 1111 I I i 5.438' I �` NO I. ..., N..-''��CFNSF 2•X 6'x2s• ' ' I ' I ' Q�; i MULLION 6083-Tp ALUM ; i i ; _ No.58705 XSECTION I .375 ' I I L------------ --� MW. �'U -------- -- -- -------' -- -- ------- Q ;IR`. U-CLIP 2X5 ANGLE CLIP ••F[OR... STANDARD CLIP '""' 9 ``(j;. 250' 6083.76ALUM. 6063-T6 ALUM. 6083-T8 ALUM. fiff�ONAX_ TOP VIEW USED FOR Y X 6'MULLION.SHEET 17 TOPVIEW r/ I 1 TOPVIEW LY A 4 wIILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 4r>0.01-60.0 PSF. - 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 321+32+1'=65".REFERENCING SHEET 25,THE COLUMN USING NO ANCHORS IN HEAD --- 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. SFJ: SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+!-58.3 PSF AND WOULD d o Il FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. o. PRODUCTS SHEETS oY APPROVAL'--- 23 FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE a• 7T OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLIOLENGTTH ^ 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)012 ANCHORS AND THE 2X5 $ Im F- `(J' ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N rc {CO �/ DETAILS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS.USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O W GREETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE :3 LLW=J `'23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS ALTERNATIVELY, W o No nNCHORS W ww00W SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF OD PSF: m N 32' 32' J --I MULL 636 LBS l (60 PSF)X( 63 7 PSF/=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) j j WIDTH OPENING WDRi z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 23/8'.THE OPENING REQUIRES DESIGN PRESSURE OF+50.01.55.0 PSF. :3Z a FOR THE VERTICAL MULLION: Z Q N O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32-+72-+I-=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318'AND WILL ( J hO MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2 MULTIPLE MULLIONS W D. FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375•MULUON(LENGTH=108',OPENING WIDTH=S0*)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE I8415.1 PSF 2 N y MULLVAOTH-1 f-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U ¢ O FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULUON(LENGTH=108',OPENING WIDTH=80')HAS ADESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDSTHE REQUIREMENTS d Z N I SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mR A SIF DETAILS, tt 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74',NOT 73'AS PREVIOUSLY d� PRODUCTS 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVALr �- , THE 73'DIMENSION(35.1/2'+35.112'+2'=73-). IlF 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 CONCRETE HEADER AND SILL ARE B'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. YERrCALi , <— - USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION - SEE <-� THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. LENGTH DETAILS, DETAILE, S SHEETS 2-3 SHEE73 FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.26('MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD BE CHOSEN. MULLION PRODUCT RC•VI dw MUWON i B dIdiq lyiowith Rha FiMb 1)THE MULLION LENGTH 15 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X 250•MULLION(@ LENGTH=42',OPENING HEIGHT=120'HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE A<ceptaom NOIra c)Z)S-O J REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. •pGIioA Dale /lQ2 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 8SEE ' By i'1 SHEETS 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 CUPS WITH Miem Dade hodud 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 11 1 I 1111 ANCHOR CAPACITY OF 521 LBS. LYNN dl�C ,�j�� L"OFENING 33•,HOfBZ 36•,HORL2. 4)FOR THE U•CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CUP SHOWS THE ANCHOR �ULLNGTHCAPACITY 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. '� 1y0.59705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS 1/0 , L� +1.64.7 PSF FROM THE VERTICAL MULLION; -.lN •�/t +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -tf '• 1U +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). () SAT- THE LOWEST DESIGN PRESSURE IS+M4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. - '•.,FCOI1l0?•.•'(-�': % CCS,- ......• C�..�. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILL�}�,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#SB705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: ® ^ ^ I PWPW a PW 1 01` 7/7 1 � J N LL I m SHIDH SHIDH SHIDH SHIDH i PW PW Z N rc W MULLION LOADw 4Z ING OF VERTICAL MULLION ' / / m M ~ LOADING OF VERTICALI / / t0 N SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I n [� a HINGED ? J I DOOR SGD -- - - -- z LOADING OF VERTICAL MULLION j PW LOADING OF HORIZONTAL MULLIONLOADING OF HORIZONTAL MULLION Q d . 1 PW Z z Q; O a � z PW PW MSIDH �� . O SHIDH SHIDH SWDH SHIDH I 4 4v go,0 / / I � � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION /• / 4 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 PW PW HR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION 1 PIA HINGEDPW NOTES: GD DOOR LRUCT REVISED I lmdilh Yn Plaids 1)DRAWINGS ARE iud.gCo RERESENTATIONS OF TYPICAL AcmlNanm No p 1 PW CONFIGURATIONS. E Iret Date 2 I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Munn' ProduU THOSE SHOWN. I j 2)IF THE LOADING TYPE CANNOT LYNN I BE DETERMINED.USE ���,TC'��.•-•••••�'(((F,��i� 1 PW RECTANGULAR LOADING. ��.• ��CFbISE •. •Q FW 3 SEE PRODUCTS'APPROVAL FOR ' PIo.5D705 ACTUAL ANCHOR LOCATIONS. _ ^ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION c] _� /p• n�{�/ ! ' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 11 SGD = )'• SU 7L"Of -'�' - i _ Cin f'GORIUE:•••,�7��, LOADING OF VERTICAL LOADING OF HORIZONTAL A.LVNN AIARi'4. MULLION MULLION FL REM58705 AIC MIAMI•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.rniamidadLgov/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. H 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 11 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. NOA No. 14-0930.25 MIAMI-DADECO r�/JExpiration Date: April 30,2020 � i f Approval Date: April 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-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 Entty 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-5'1' 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. QUALI'T'Y 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. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. anuela ez,P.E. Product Contr E aminer NOA No. -0930.25 Expiration Date: AprH 30,2020 Approval Date: April 30,2025 E-2 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-5111 Edition (2014),dated September 27,2014, issued by manufacturer, signed and sealed 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. 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 GENERAL NOTES:SERIES 5520 IMPACT RATING I DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGEBSMALLMISSIL£ VARIES PER GL SHEET "EE IMPACT RESISTANT TABLES 413,SHEETS 6.10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4-9 HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) L MAX. SEE 125'MAX. 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE _ I_—�— TABLES O.C..S 11�� 6"MAX• D,.SEE _ MAX O.C.SEE TABLES 49 FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET3!- SHEET4 iorlds Id wmp111uIIw116IE4 LITE(CAP)MUST TEMPERED. 0iorlde uldla0 C 15 Dale DA 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE I VISIBLE N113. 5 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE M111om1 I a c Produ EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHT WIDTH HEIGHT,SEE CONCRETE WITH MIN,KSI PER ANCHOR TYPE. _ By» r TABLES 413 .�. -�----------- -- - -- 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X l I (LONG OR INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO I / +SHORT SIDE) / SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.IX AND 2X VISIBLE 1 I VISIBLE s BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE A LIGy{T A,SEE C I LIGHT C.SEE n STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET3 HEIGHT SHEET4 ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). i / I / MAX BUCK 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR i HEIGHT,SEE rc TABLES STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I 1 R INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX O.C. (LONG ID y STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I MAX.O.O. I SHORT SIDE) r W -naN AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 413 SEE W_ rn 3 6)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES }� r a�u O N IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I' 1 O� N 04 LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B r—_J 6.MAX. D f-- 1.25'MAX. O 0) Cl LOADS IMPOSED ON THEM BY THE WINDOW. Z LL �LL TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL �M a 7>DESIGN PRESSURES: FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) U U X D d g A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TEST PRESSURE,FRAME (ANCHORED THROUGH NAIL FIN) W Z O m " y •oN ANALYSIS AND GLASS PER ASTM E1300. 1.25°MAX F m O oa JMd B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAV CYCLE UyI TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 8-MAX. --� p" 0 O � O �Z Li 1 LL 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE 6'MAX. .f MAX v z W O WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113% `� —STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 O.C. J LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX O.C. MAX O.C.SEE_ r SEE m 3 w ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES 1 TABLES 49 + TABLES ® ,' Op °d taayg THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. /4-13 _jL J.- 49 Z \ fz 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX•O.C. C] O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES VISIBLE ¢ W _J °I°'S JURISDICTION. VISIBLE 4-13 LIGHT O X J O LIGHT HEIGHT f ,LL.1 9 tN[1 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON HOA;ELCO CRETEFLEX / HEIGHT MAX•BUCK �W > Z HOA;ELCO AGGRE-GATOR HOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& MAX.BUCK HEIGHT,SEE O Z W d BRONZEAJGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN HEIGHT,SEE / TABLES 4-9 5 C7 SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NPS&ALUMINUM DESIGN / (LONG OR TABLES 4.8 anll •ossa sa io5 MANUAL (LONG 4- VISIBLE SHORT SIDE) VISIBLE SHORT SIDE) LIGHTWIDTH `\� 11)PVB AND SG INTERLAYERS MANUFACTURED BY E.I.DUPONT DENEMOURS&CO.,INC. I LIGHT WIDTH � � Nv LYNN til �i AKA KURARAY AMERICA,INC. L �: �1S,•' �10ENSE'•. W MAX . . . . . . . . . . P' GENERAL NOTES.................. T I II �� ELEVATIONS__................._........1 6,MAX 1.25- LW.O.C.SEE TABLES 4-9 �r— 1.25'MAX _ �:• NO.58705 FRAME,GLASS&ANCHOR MAX O.C. MAX. _ OPTIONS........................__.2 VISIBLE LIGHT FORMULAS SEE TABLES 413 MAX,BUCK WIDTH SEE TABLES 4-9 �� CA- INSTALLATION,FLANGE& WIDTH:BUCK WIDTH-4.3/16' MAX.BUCK WIDTH SEE TABLES 413 (SHORT OR LONG SIDE) 3 EQUALLEG......................3 HEIGHT:BUCK HEIGHT-4-3118' (SHORT OR LONG SIDE) :�Q�•.. STAT OF !�/�� INSTALLATION,INTEGRAL FIN 8 TYP.INTEGRAL FIN& %� FZORIOP,. TYP.EQUAL-LEGBOX& F ' J-CHANNEL..........._._.........4 J-CHANNEL FRAME(CURVED OR ''• •" tJG��� GLAZING DETAILS................_.._5 FLANGE FRAME(CURVED ANGLED CORNERS) �'�,0IE NAL �A`� DESIGN PRESSURES........-........6.10 OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FW) BOM&ASSEMBLY......................11 A.LYNN MILLER,P.E. P.E.068705 TABLE 1: Glass Description Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Typa # 7V716* minated LG.:118"A Exterior Cap+7116'Air Space+5146"Laminated;(2)Utes of 118'A Glass with.090'PVB interlayer 4 8 Laminated d I.G.:1/8"T Exterior Cap+7/16 Air Space+5/18"Laminated;(2)Lues of 1/8'A Glass with.090"PVB Interlayer 5 -A•=ANNEALED -H"=HEAT STRENGTHENED 9inated I.G.:3/16'A Exterior Cap+3/8'Air Space+5116 laminated;(2)Liles of 118'A Glass with.090•PVB intedayer 6 T=TEMPERED 10inated I.G.:3116'T Exterior Cap+31W AG Space+5116 Laminated;(2)Lites of 11W A Glass with.090'PVB Inter) er 6 'SG .,090'PVB YGLA APER aY `SG•=.aaa"sENTRVGLAs sox DR 11 1"Laminated I.G.:1/8"T Exterior Cap+7/18'Air Space+7116"Laminated;(2)Utes of 3116'A Glass with.090"PVB Interlayer 7 INTERLAYER [] EQUAL 12 1"Laminated I.G.:3116"A Exterior Cap+318"Air space+7/16'Laminated;(2)Utes of 3(16"A Glees With.090"PVB Intedayer 8 FLANGE LEG 13 1'(aminated LG.:3116"T Exterior Cap+31W Air Space+7116'Laminated;(2)Liles of 3116"A Glass wish.090"PVB Interlayer 9 14 1"Laminated LG.:3116"A Exterior Cap+318"Air Space+7/161 Laminated;(2)Lites of 3/10"A Glass with.090"SG Interlayer 10 0� 15 1"laminated I.G.:3116"T Extedor Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass With.090"SG Interlayer 11 GLASS TYPES 14 THROUGH 16 11 Laminated LG.:118"T Exterior Cap+7116'Air Space+7116"Laminated;(2)Utes of 3116 H Glass With.090"SG tnteriayer 12 17 MAY NOT BE USED WITH 171'Laminated I.G,:3116"T Exterior Cap+318"Air Space+7116'Laminated;(2)Lees of 3116"H Glass With.090'SG Inleda er 13 J•CHANNEL OR INTEGRAL y �FIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME Min.Edge Min. 'MIN.OF 3 THREADS Group Anchor Substrate Embedment! SUBSTRATE THE METAL Dlatance Embedmen0 SUBSTRATE FOR P. .SOuthem P na(SG= . �) _6" 1 3(8' STEEL STUDS,MIN #10 SMS Steel,A36• _ 318° 0.05D' w�KSL J•CHANNEL Q INTEGRAL or 410 S.S. (steel,I .8 .). Steel Stud,A653 GL 33• 918° 0,0451"(18 Ga} 'UNGROUTED CMU' A Aluminum,606375• 318" 0.050" VALUES MAY BE P.T.Southern Pine(SG=0.55) 7116' 1.318" USED FOR GROUTED o 3116'steel Ultracon Concrete{min.2.85 ksi} 1° t-3/8' CMU APPLICATIONS. lJngrouted CMU,(ASTM Com) 2.112• 1414" #12 SMS P.T.Soulhem Ptne{SG 0.55) 9116" 1318' B (steel,18.8 S.S, Steel,A36• 318° 0.050" or 410 S.S.) Steel Stud,A653 Gr.33• 9(B` 0.0451"(18 Ga.) Aluminum,6063-TS' 3/8" Q,0S3• ALL ARCHITD TURALOBTAIN WINDODESIGN PRESSSHAPEURES QUALIFIED,COMMON EXAMPLES SHOWN.PRESSURE EE THE SHAPE IN A BLOCK(SEE EXAMPLES BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13,SHEETS 6-10. 114"steel Ultracon Concrete(min.2.85 ksl) 1" 1-314" LONG C Ungrouled CMU,(ASTM C-90) 2112' 1-114 ( SIDE---1 LONG LONG SHORT 1/4'steel Creteflex Concrete(min.3.35 Ind) 1" 1314" -- '� SIDE --.I } SIDE--.{ «i SIDE �� -- -� T�--- -� 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318' 1 T Ungrouted CMU,(ASTM C-9Q) 2-t!z" 14/4" ��! log o° ill 114 steel Cretellex xu, x sh P.T.Soulhem Pine(SG=0.55) 1" 4-318• m 1 ��1 urn L i w D 114"steel F.T.Southam Pin a{SG=0.55} 1° 1-318" o AggreC3atw GroutsdCMU,(ASTMC30) 2' 2" LONG LONG LONG LONG LONG n Appmved 02 tompf)ing with dg 1141 steel Ultracon Concrete(min.UFO) 2-112" "4" T iI`-sI°E-'! T F' SIDE T SIDE -,1 T(+_SIDE_►{ (- SIDE •! o � aa�ordae raatnn-a�+ 114'steel Cretellex Concrete min.3.35 ksl 2-112" I-W4" T TT r - i t , T r , J Noal J f r 1 1 >_ a inmi eProan 114°steetAggre{3ator Concrete(m1n.3.27Sksi) 1-112' 1318° 0w y 0w �w 00 TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN1 1L- ._J 1L r Group Anchor Substrata Min.Edge Min. Distance Embedment' E 21/2 x.131"Common Nall P.T.Southern Pine(SG=.55) 3/B• 2-7/1W �` d4NY LYNN 21116 "� KENS F 2112'Ringshardc Roofing Nail P.T.Southern Pins(SG=.55) 318` 2 7118' �`:'• u F .,'P or 410 B.S.) P.T.Southern,60 (-T5' ) 112" 1.318• o EQ WINDOW A(L &SM) " 919/14 ' No.56705 #10 Thisshead SMS Aluminum,8063 T5' 318' 0.050' _SIf teel Stud,Gr.33•� 0.0451'(1813s.)�� GLASS/ANCHOR --- -- � VINYL FiX DOW NO 1 318- (steel,1B 8 S.S. OPTIONS m J ROSOWSKI � O �LLU �c fY #12 SMS P'T.Southern Pine(SG=.55) 9118' 1-318' 'MIN.OF3THREADS CERT.OFAUTH.#29296 aQ r'O��Q '••FLORIDA•.'C.7) � Aluminum,6063.75• 318' 0.063' BEYOND THE METAL '� S a1Vf1l. �� •\ (steel,18.8 S.S. Steel Stud,Gr.33• 3/B' 0.050' SUBSTRATE.FOR 1670 TECHNOLOGY DRIVE � ao i rf41 r r 1 t r�� w 410 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 1 Steel,A36• 318' 0.050 Fu=45 KSL (941)-480-1600 PW-5526 NTS N 2 OF 11 o z MD-5520.0 a z A.LYNN MILLER,P.E. P.E.#511705 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 CONCRETE(CMU. OPTION1 EMBEDMENT SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHOREDTHROUGH �---�� EDGE DISTANCE 114'MAX 114'MAX. FRAME INTO 2X WOOD I SHIM FRAME OR BUCKSTRIP. I 2 4 SHIM SEE NOTE 2.THIS SHEET. r EDGE .� /-I EDGE Q EMBEDMENT DISTANCE5 1 � DISTANCE FLANGE FRAME SHOWN Li TYP.ANCHORTYPE, 1'THICK I.G. 9 TYP.ANCHOR TYPE, 2 �1/4'MAX. �Q D� EMBEDMENTAND EMBEDMENT AND EDGE SHIM DISTANCE PER EDGE DISTANCE PER TYP.ANCHORTYPE, SUBSTRATE, SUBSTRATE,SEE EMBEDMENTAND SHEET 2.2, TABLE 2,SHEET 2. SEE TABLE 6 EDGE DISTANCE PER •:ti o�D ; IVI SUBSTRATE.SEE .d 5 TABLE 2,SHEET 2. OOI� 7/8'THICK I.G. FLANGE EXTERIOR VISIBLE LIGHT WIDTH FRAME EQUAL 16. - SHOWN FRAME L NOTES: BUCK WIDTH FRAME 718'THICK I.G. 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 BUCK VISIBLE 1-112'THICK ARE TO BE CONSIDERED IX 114'MAX. HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM 0100R#12STEEL 114'MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-1W THICK OR TABLE 2,SHEET 2. GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM U 1'THICKLG. BEADING TO BEADING. EQUAL FLANGE Alorida as ng ad rxIIL 1C. FRAME LEGI80X :floriJa uidin8 of SHOWN FRAME Unto —11 TYP.ANCHORTYPE, OD�o EXTERIOR SHOWN O o �mll eProdocl EXTERIOR �7 EMBEDMENTAND n 4 O U EDGE DISTANCE PER VrJy SUBSTRATE,SEE INSTALLATION INSTALLATION TABLE 2,SHEET 2. EQUAL- OPTION 4 OPTION 4 LEGIBOX ANCHOREDTHROUGH ANCHOREDTHROUGH �•��\1V LYNN 1j7�i FRAME 114'MAX.SHIM FRAME INTO METAL FRAME INTO METAL \� ON.......• M1(eF /ice i SHOWN 0 VINYL FIXED WINDOW NOA(LM&SM) 0 919114 - * N0.58705 EMBEDMENT "FLANGE&EQUAL-LEGBOX FRAMES �m J ROSOWSKI ATE3 1S VISIBLE LIGHT FORMULAS a o 1 �w� INSTALLATION vnDTH:sucKWIDTH-4-3116• ® :��" F LORIOP.•' \�� OPTION2 HEIGHT.BUCK HEIGHT-4-3116' CERT.OF Al #29296 u ANCHOREDTHROUGH • • . ,• EDGE DISTANCE a N 0NA1_ 1070 TECHNOLOGY DRIVE ' ' r�itIIII'%`` FRAMENCRETDIRECTLY PITO 12 VERTICAL SECTION B-B N.VENICE,FL 34275 a� CONCRETElCMU. ° d (941)-480-1600 N PW-5520 NTS N 3 O 11 0? MD-5520.0 Wiz° ALYNNMLLER,P.E. P.E.@ 68705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 114•MAX.SHIM 1!4'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. If EDGE DISTANCE ANCHOREDTHROUGH OPTION INTEGRAL FIN INTO 2X WOOD !r EMBEDMENT O FAN TE 2BTHIS SHEET. SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE I I NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE —j J•CHANNEL u 5 Q FRAME 1 SHOWN 0 o EMBEDMENT �i!4'MAX.SHIM TYP.ANCHOR TYPE, Q 1"THICK I.G. 1 EMBEDMENT AND TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE 8 a DISTANCE PER SUBSTRATE. TABLE 2.SHEET 2. IF INTEGRAL ENT TYPE, EMBED SEE TABLE 3,SHEET 2. (SCREW SHOWN) O FM EMBEDMENT AND EDGE 5 (NAIL SHOWN) Op 7/9'THICK I.G. FRAME DISTANCE PER SUBSTRATE, J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 0 7 SHOWN SEE TABLE 3,SHEET 2. (NAIL SHOWN) FRAME n_ 7/8'THICK I.G.. NOTES: SHOWN1)USE V BUCK WIDTH ANCHORS I SUBSTRATE-APPROPRIATEEDONAB 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 8 3 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-112"THICK ARE TO BE CONSIDERED 1X HEIGHT uGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 114'MAX.SHIM #10 OR 012 STEEL 114"MAX WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK SMS(GS),SEE SHIM OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3, 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 REFERRED TO AS DAYLIGHT OPENING)IS 1-THICK I.G. MEASURED FROM BEADING TO BEADING. �Q FIN AND/OR Approvedam rnmplying FLANGE MAY BE Floud olid C o REMOVED IN-FIELD o Role INTEGRAL FIN EXTERIOR rc=� NOAO - Q TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN❑ n p 11 de Prvdu EXTERIOR 3 AND EDGE DISTANCE PER V {Iy a SUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREWSHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN SH�oWN SHIM INSTALLATIONOMETAL SEE TABLE 3,S1EET2 F� INSTALLATION ETAL SEEftTABLE2 SHEET 2OUGH � `\\� �ONyILYNN,yt��e,i���� INSTALLATION * �r E OPTION 5 EDGVINYL FIXED WINDOW NOA(LM&SM) 0 919114 _ No.58705 DISTANCE - ANCHOREDTHROUGH WOOD INTEGRALFIN IN OR VISIBLE LIGHT FORMULAS o J-CHANNEL&INTEGRAL FIN FRAMES vm J ROSOWSKI • y 3 IS:; BUCKSTRIP.SEE NOTE 2, B "u %Q�•.• STA EO ((/ THIS SHEET. EMBEDMENT HEIIG}iT BUCK HEIGHT4 43N6" CERT.OF RUTH.it29299 a N° ��t`S'•.F<ORfOP.•'c 1070 TECHNOLOGY DRIVE iS1QNAl �� VERTICAL SECTION D-D N.VENICE,FL 34275 R PW-5520 s NTS 4 OF 11 o z MD-5520.0 a z° A.LYNN MILLER,P.E. (941)-480-1600 �, „ �, P.E.p 58705 -►{ 718"NOM. 7/V NO718"N710"NOR 5/16"A/A PVB I 5/16"A/A PVB 5/16"A/A PVB I I 5/16"A/A PVB 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE epm� d 0 cmupiIia8 wl(h f5 FlAnlieffi. "Qq.1/8"A GLASS 1/8"TGLASS 3116"AGLASS 3/16°TGLASS IVaEXTERIOR a EXTERIOR a EXTERIOR G]EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, ei SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 N R n }�- 1"NOM. -�-I � 1'NOR -�{ � VN M. 1'N M. I I I I I r N .",� 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7116"A/A SG Q 3 o 0 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE } a "foa p 1/8"T GLASS--\ 3/16"A GLASS 3/16"T GLASS 3118"A GLASS p cm aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL III LL u.wop DURASEAL, DURASEAL, DURASEAL, DURASEAL, U U_ X d g SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER FW-Z m O `t CO 0) SAO OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER o Y 2 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a z Q LL z° o W O l=aws VN &L V NOR 1"N ® z I I I I FC a a Q W rz W alopag 7/16"AIA SG 7/16"H/H SG 7/16"HM SG EXTERIOR 0 LLZ cV 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 1I2"NOM.GLASS z yy 3/16"T GLASS 1/8"T GLASS 3116'T GLASS O BITETYP. j a 75 OR 70 R 7T a EXTERIOREXTERIOR EXTERIOR apl •asap s"uag 7 74 DURASEAL, DURASEAL, DURASEAL, 0 �`` Y LYNN SUPERSPACER SUPERSPACER SUPERSPACER ���•'��GENSF'<<R OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 75 * No.58705 ' 0 0 = NG NOTES: • , .. %�O�'.• AEC- f,V�� GLAZING GLASS TYPES 1A THROUGH W=ANNEALED •.,<ORIDA "H'=HEAT STRENGTHENED J-MAY NOT BE USED WITH /Or'AL•���G ` CHANNEL OR INTEGRAL TYP.GLAZING DETAIL 'T'=TEMPERED •FIN FRAMES �1 r f f i I�f" "PVB"_.090"PVB 'SG"_.090'SENTRYGLAS A.LYNN MILLER,P.E. P.EJI58705 TABLE 4: Window Design Pressure,(*I-psf) Use thIS tONe 118"A Cap-Airspace-6116"AJA with PVB t«tt� 7 Window Long Slde Qn) TABLE DIMENSIONS MAY BE T Dimensions BIAS 53 Be 58 1 62 64 66 72 ?6 80 84 1 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +1.50 +/-50 +1-50 +150 +/-50 +1-50 +150 +1.50 +/-50 +1.50 HORIZONTALLY SS 20 +1.50 +1-50 +1.60 +150 +1.50 +150 +/•60 +/-50 +1.60 +150 +/-50 +/-60 LING SIDE 'LDProvcdeawroplrlagMtbtlu 22 +150 +1-50 +/-SD +150 +1-50 W-60 +/50 0.60 +150 +150 +/50 +1.50 +- LONG SIDE Flartda nlu7"g Out. abiq 24 +/50 +150 +/-50 +/50 +1-50 +1.80 +/50 +/-50 +1.60 +150 +/-50 +1.60 T- NOAB 26 +150 +650 +/-50 +/50 +/•50 +/-50 +/50 +1.50 +1.50 +150 +f-60 +150 A9tasl adePrWo ht4 SHORT 28 +650 +1-60 +1.50 +150 +1-50 +1.60 +150 +/-50 +150 +150 +1-50 +/-60 SIDE 0r 30 +/-50 +/•50 +150 +150 1 +1.80 +/-SD +150 +/•50 +1-50 +/-50 +150 SHORT c m 32 +650 +150 +150 +/-50 +750 +150 +650 +/-50 +650 +1.60 SIDE v to 34 +150 +1.80 41.50 +150 +150 +150 +ISD +t-SO +1•60 rc 36 +1.50 +/-50 +/-60 +/-50 +/50 +150 +/-50 +150 +- LONG SIDE -«°{ to 38 +150 +/50 +150 +1.50 +1.50 +/•50 +/-50 n 40 +1-50 +1-60 +150 +/-60 +1-60 4150 42 +150 +/50 +660 +/-50 +1-60 MAX.O.C.SPACING IF ANCHORING MAX.O.C,SPAONGIFANCHORING SHORT 44 +150 +1-50 +150 +1-60 THROUGH THE FRAME PERSHEEIS 3&4 THROUGHTHE INTEGRAL FIN PERSHEET4 SIDE V2 APPUESTOA,B,COR DANCHORS APPUESTOEORFANCHORS • a na 46 +650 +1-50 +1-50 (SEETAD E2) (SEETABLE3) m s� 48 +/--50 +/-50 15. 4° p rn O q 81.05 +650 r to N aiW a cV SHORT O A ;3SIDE 0 J w C3 LL h W aLLF uxo q .- TABLE 5: W U XO CO Window Design Pressure,(+I-psf) Use Ws(a* I--Z m p `T a DMO for Glass 118"TCap-Airspace-5116"AJAwith PVB Type. 8 �'z az °�' Wlndgw Long Slde Qn) O Dimenslons 60.926 64 66 68 70 74 77 80 84 67 92 97 99 Z mpq G, 32 +l50 +1-50 4150 +150 +180 +150 +150 +1.60 +1-5D +I-50 +150 +1.50 +150 0 F 34 +150 +/-SO +1.50 +150 +150 +150 +650 +/50 +150 +/50 +/-50 +1.47.3 +1-46.7 ID g O laa4S O 36 +/50 +1-60 +1.50 +150 +1.60 W-50 +/-50 +t•60 +150 +150 +/-47.6 +1.45.4 +1.44.6 64 Imo, 38 +150 +150 +150 +150 +050 +1.50 +650 +150 +/-50 +1-49.1 +1-46.1 +1.43.9 !A Z 40 +/50 +1-60 +150 +1.50 +/•60 +150 +150 +l50 +1.50 +648.2 +/-46.1 Ui d a"s 42 +150 +/-60 4/50 +/50 +I50 +/-SO +/-50 +150 +1i9.e 41-47.4 O LL Z e 44 +150 41-SO +150 +150 4150 4/50 +150 +150 +1.48.9 }1 ai 46 +150 +150 +150 +150 +1.60 +/50 +150 +/-49.9 5 nW a 48 +150 4/-60 +150 +J50 +1.50 +/-50 +150 eq� •�saq seu.s m 60 +150 +150 4150 +150 +I50 +/50 THROUGH HE FRAME RA PER SHE:HORS 4 THROUGH THEINQNGIF INFER. 52 +150 +/•50 +650 +150 +1.80 MAX.O.C.SPACING IFANCHORING MAX NLHORING IL I/ APPUE 111tI LII 54 +150 1150 4650 +1.56 THEINTEGRALANP£RSNEETd NITEs `���'�L)V LYNN,y1j�f,,�� A PUESTOEORFANCHORS 1)DUCK DIMENSIONS SHOWN. 58 +150 +/50 +650 (SEETABLE 2) (SE£TAB1E 3) 68 +t$0 +!•50 2 FOR SIZES NOT SHOWN.ROUND UP T • •' 15° 3.5°FOREANCHORS,4°FOREANCHORS No.58705 60.928 +150 DIMNO THE EXT AVAILABLE SHORT OR LONGENSION. 3)FOR ARCHITECTURAL WINDOWS.(SEE SHEET 2 O ' Q: FIND THE SMALLEST SQUARE WINDOW SIZE IN •� IA . ^ THE TABLE($)A13OVE WHICH THEARCHTIECTURAL `fO.S,••'•• 5 ATE OOF1 WINDOW WILL COMPLETELY FR WITHIN. �s• :t.CORIOP.••'G\?� '0NAl E�,'`� L1f 11111It1 A.LYNN MILLER,P.E. P.E.q 58705 TABLE 6: Window Design Pressure,(+I-ps Uset,is�,b 311WACa -Airspace.5116"AfA with PVB lass 9810 3116'T Ca -Airs ace-5116°A/A with PVB Types' TABLE DIMENSIONS MAYBE Iy Window Lang Side(in) ORIENTED VERTICALLY OR Dimensions 60,928 64 e8 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +1.50 +1-SO +/-60 +/•50 +1-SO +1-6D +/-50 +1-60 +/-60 +/-50 +1-60 +/-60 +1.50 LONG npprowdaacamptylegeith�s 34 +150 +/-50 +/-60 +/-60 +/-50 +/-5O +1.60 +1.50 +1-50 +1-SO +1-60 0-50 +1-60 SIDE Florida adding �-+-LONG SIDE f Ba=y S 38 +/50 +l-60 +1.60 +/-5(1 +lSO N-60 +150 +1-50 +/50 +1.80 +150 +1.60 +150 -�-- r � NOAn 38 +1.60 +1-SO +/-SD +1-50 +1-50 +1-50 +150 +1_50 +1-60 +1-50 +1.60 +/-50 MI■mteadePtaduUC 40 +160 +/-50 +b50 +1.50 +/5O +1.50 +150 +!•60 +/•50 +!-8O +150 SHORT py SIDE 42 +1•60 +/-50 +1.50 +1.50 +1-50 +1.50 +150 +/-50 +/-50 +/-50 L SHORT $ 44 +150 +1.60 +1-50 +1-60 +1-50 +11% +I-SO +1-50 +1.50 SIDE ro 46 +/50 +1-60 +1.50 +/-50 +/-50 +/-9D +150 +/-50 a 48 +150 +1.50 +1.50 +/-50 +1-50 +/.50 +150 �-+-LONGSIDE 60 +150 +/50 +/-60 +1-60 +1-50 +1-50 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING 62 +150 1 +/-50 +/-50 +/-EO +/-50 ' THROUGHTHEFRAtJ!£PER S}{EE753&4 THROUGH THE INTEGRALfIH PER SHEEid + 64 +1•50 +1.60 +1-50 +/-50 SHORT ,6� � LONG 56 +150 +/50 +150 APPLIES TOA,B,CORDANCHORS APPUESTOEORFANCHORS SIDE f� SIDE {SEETABLE 2) (SEETABLE3) i W (so +150 +ISD 15 is'FOREANCHORS,4'FORFANCHORS 1- > S 60.928 +160 p O) O c I C7 N n "I°Q O N _ J SHORT O N TABLE 7: UseBes SIDE z u,U. (V D U. Window Design Pressure,(+/-psf) CO 116"TCap-Alrspace-WW AIA with PVB for T` � 11 z O� CO Window Long Side On) a OT x - -a m'o Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z a Z cl 32 +1.70 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 -, 0O 34 +170 +1-70 +1.70 +/-70 +1-70 +1-70 +1.70 +170 +/-70 +/-70 +IqO +1-7D +1-70 Z 1. 36 +170 +1-70 +/-70 +170 +170 +1.70 +/-70 +170 +1.70 +170 +1.70 +170 +1-70 �: r $ O w ,aay$ 38 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 G m z ': 40 +1-70 41-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1.70 +1-70 +1-70 3 :3 Fes. 42 +170 +1.70 +/-70 +1-70 +1-70 +1-70 +170 +170 +1.70 +/-70 SS p LU Z N +/ 0 Z44 +170 +1-70 +/-70 +!•70 +1-70 +1-70 +/-7D +1-70 UL 46 +1-70 +/-70 +/-70 +/-70 BIS U., 4B +170 +1-70 +1-70 +1-70 4170 +170 +/70 Z w 60 +1-70 +/-70 +/--70 +1-70 +/-70 +/-70 -......_._�_� j p 0 62 +/70 +1-70 +170 +1-70 +170 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING eA1 '�se0 seyaS THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHEITEEGRALFINPERSHEEF4 ]64 +170 +170 +l--70 +170 APPUESTO 9,COR DANCHORS APPUESTOFANCHORS+170 +1-70 +1-70 (SEE TABLE 2) {SEETABIE3) NOTES: 'S`�cdLYNN`�1(+1-70 +I70 4tCENSc":c5 +170 1)BUCK DIMENSIONS SHOWN. Q:• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _` No 58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ OTE _ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SVE IN %,O�•.- S p �,\ THETABLE(S)ABOVE WHICH THE ARCHITECTURAL ':F<ORtOp,✓'�•�: WINDOW WILL COMPLETELYFITWITHIN. S •--••• Cj s/0 \:• /, G�, A.LYNN NLLER,P.E. P.E.#SOnS R TABLE V. Window Design Pressure,(+!-psf) UsefsIaUB 3116"ACap-Airspace-7116"A1Awith PVB 1aTyp 12 Window LnssgSide On) TABLE DIMENSIONS MAYBE Dimensions 69.649 71 73 76 78 80 85 1 86 09 92 96 99 ORIENTED VERTICALLY OR 32 +1-70 +1.70 +170 +/•70 +/-70 +1.70 +1-70 +1-70 +1.70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN. 34 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +170 LONG 36 +170 +/-70 +/70 +1-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE AApm as ply'saw * . Ftorlda W 4 38 +1-70 +1.70 +1.70 +/-70 +/-70 +/•70 +/-70 +1-70 +/-70 +f-70 +/•70 +1-70 LONGStDE Dol0 Q CJ 40 +170 +170 +1.70 +170 +1-70 +170 +1-70 +170 +170 +1-70 +1-70 +170 NOAH Miami a Product 42 +1-70 +/70 +1.70 +/-70 +/-70 +1.70 +1-70 +/-70 .+/-70 +/-70 +/59.5 +/•6&7 SHORT 44 t+1-700 +/-70 +/-70 +I70 +J-70 +170 +J-70 +1-70 +1-70 +159.9 +(56.4 515SIDE 3.7 � SHORT Ry 46 +1-70 +/.70 +!70 +1-70 +1-70 +1-70 +1-70 +1-70 +1.69.9 +1-67.4 +1-63.9 +1.61.7 SIDE a 48 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/•67.8 +/55.3 +/-61.9 +/-69.7 a' $ 60 +1-70 +1-70 +1.70 +1-70 +1-70 +1-70 +159.6 +/-6&5 +/-65.9 +/-63.4 +1{59.9 a to 62 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-67.8 +1-66.9 +154.2 +151.6 �^+- LONG SIDE -�►•� ' z y 64 +/-70 +/-70 +1.70 +/-70 +/-70 +1-70 +156.2 +/-66.3 +/526 T 66 +1-70 +1-70 +1-70 +1--70 +1-70 +/-69.2 W-64.7 +1.63.8 SHORT LONG 67 +170 +170 +1.70 +/-70 +/59.8 +1.68,1 +/-64 SIDE f1 SIDE 60 +1-70 +/-70 +/-70 +/59.7 +/57 +155.3 y a •aaa 62 +170 +1-70 +159.9 +/-67.9 +1$6.2 MAX.O.CSPACINGIFANCHORING MAX-O.C.SPACING IFANOtORING �+ m THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET C1 p 64 +170 +170 +158.3 +156.3 y to- APPLIES d aHa O 66 +159,9 +/-68.9 +f-6&7 TO 8,C OR DANCHORS APPUESTOF ANCHORS � I rqc"! 0 HN (SEETABLE2) (SEETABLE 3) "� SHORT I_ ) sr 68 +158.4 +157.4 15.5" q, -7 SIDE t� O MJ p � �21 "�J O As td 69.649 +/-67.1 z LL 5n U- t0 -a N g TABLE 9: X W z 0;E co -oN this lode Its _ HO O OMG Window Design Pressure,(+!-psf) for Ghss o o o u 3116"T Cap-Airspace-7116"A/A with PVB Typo: 13 z a z y Window Long Side(In) z O Dimensions 69.649 71 73 76 78 80 85 86 89 92 96 99 a0 32 +170 +1 i0 +/70 +/70 +/70 +1.70 +/-70 +/-70 t/-70 +/-70 +/-70 +/-70 $ Q W leans 34 +1.70 +/-70 +1-70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +J-70 +/•70 +/-70 ° oz a 36 +170 +1-70 +1.70 +1-70 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 W-70 § 2Z 30 +/-70 +1-70 +1-70 4/-70 +1-70 +170 +/70 +/-70 +/-70 +/-70 +1-70 +/-70 ¢ La W aIa s 40 +/-70 +/-70 +/•70 +/-70 +/-70 +1-70 +1-70 +1.70 +/-70 +/-70 +/-70 +1-70 Q X LL 42 +1-70 +1.70 +1-70 +/-70 +1-70 +170 +1-70 +/-70 +1-70 1 +/-70 +1-70 4/-70 F LL. z 44 +1-70 +1-70 +1-70 +170 +1-70 +1-70 +1-70 +t-70 +1.70 +170 +1-70 +1-70 Z W Q 46 +/-70 +/-70 +1.70 +1-70 +/-70 W-70 +/-70 +1-70 +/•70 +1-70 t/•70 +158.6 > p c 48 +t--70 +170 +1-70 +/-70 t/-70 +170 +1-70 +/-70 +1-70 tl-70 +1-60.8 +f-66.3 e911 'na0 sauag 60 +170 +1-70 +1.70 +170 +i-70 +170 t/70 +170 +170 +170 +1-66.6 ��t t/i 62 +1.70 +1.70 +1.70 +1-70 +1.70 +1-70 +/-70 +1-70 +/-70 +158.5 LYNN)f//�'•,� Lo 64 +/•70 +/.70 +1.70 tl-70 +/70 1170 +/70 +/-70 +1.69.6 NOTES: ��t: ��CENSF' W 1)DUCK DIMENSIONS SHOWN. "• ` 66 +1-70 +1.70 +1--70 +1-70 +1-70 +1-70 +1-70 +/-70 ' No.58105 87 +/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +/-70 2)FOR SIZES NOT SHOWN,ROUND 1M N THE _ NEXT AVAILABLE SHORT ORLONG DIM£NS#X+t. 60 +/-70 +f•70 +/-70 +/-70 +1•70 +/-70 �•D�,L•l' ��71 '" MAX.O.C.SPACINGIFANCHORING MAX.O.C.SPACINGIFANCHORIN6 3 FOR ARCHITECTURAL WINDOWS SEE SHEET 2), "� 62 +/-70 +h70 tt-70 +t-70 N-70 ) L 64 +/-70 +1.70 +l•70 +/•70 TNR OUGHTHEFRAMEPER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSNEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN EO C4� APPllKTO B,CORDANOHORS APPLIES TOfANCtiORS THE TABLES)ABOVE WHICH T14E ARCHITECTURAL �� •.'0_CORLDP.•'' \ � 66 +1-70 +1.70 +1.70 WINDOW WILL COMPLETELY FIT WITHIN. / """ (SEE TABLE 2) (SEETABLE3) t O �- 68 +1-70 +1--70 i5.5" 3.9' 11111111" El 69.649 +1-70 A.LYNN MILLER,P.E. P.E.A58705 TABLE 10: Window Design Pressure,(+1-psf) thet'iS1able forGhss 14 3116"A Cap-Airspace-7116"AIA with SG Type: window Long Side(in) Dimensions 69.649 71 73 76 78 80 85 a6 89 92 96 99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +B0/-110 HORIZONTALLY AS SHOWN. 34 +801-110 +801-110 +80/-170 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-109.4 +801-108.3 +801-107.6 LONG A feY��romp e��.ilp , 36 +801-110 +801-110 +801.110 +801-110 +801-109.5 +801.108.6 +801-106.8 +801-106.5 +801.105.5 +801-104.7 +801-103.6 +801-102.9 SIDE r+larlQ Buldln CS e 38 +801-109.7 +801.108.9 +801-107.8 +80%106.8 +80%105.6 +801-104.6 +801-102.7 +801-102.4 +801-101A +80%100.6 +601-99.4 +801-98.7 �- LONG SIDE Dale NQAN 40 1`801-106.3 +801-105.5 +801-104.4 +801-103.3 +BOf-101.9 +801-101 +80/-99.1 +801-98.7 +801-97.7 +801-96.8 +801-95.7 +80136 � Miami DIlpe Prodad oa1N 42 +801-103.3 +801-102.6 +801-101.3 +801-100.2 +801-98.8 +801-97.9 +BW-95.8 +80/-95.5 +80/-94.5 +801-93.5 +801-92.4 +801-90.7 SHORT SIDE 44 +801-100.7 +80/•99.8 +801.98.6 +80/-97.6 +801-96 +801-95 +BD/-929 +6D%926 +801-91.5 +801-90.4 +801-87.1 +801-84.7 SHORT 46 +801-98.4 +80/-97.6 +80196.2 +$D/-95 +80/-93.4 +BO)-926 +801-90.3 +601-89.9 +801.88.1 +80/-85.6 +80%83.1 +eoi-81.6 SIDE _ 48 +801•96.3 +601-95.4 +80194.1 +801-929 +801-91.2 +801-90.2 +8Dl-88 +SD/•87.6 +801-84.6 +80/-82.6 +801-80.2 +1-78.6 ' a 0 50 +801.94.6 +801-93.6 +SO/-922 +801-S0.9 +801-89.2 +801-88.2 +80/95.4 +80194.5 +801-82.4 +801.81).2 +/-77.6 N co 52 +801-93 +601-92 +8D/-90.6 +801-89.2 +80/-87.4 +801-86.4 +601-83.3 +801.82.5 +801-80.2 +/-78 -1-!�- LONG SIDE -+-� Tn 54 +801-91.7 +60/-90.6 +801-89.1 +801-87.7 +801-85.8 +BO!-84.7 +801-81.3 +80/-80.4 +/-78.1 ! > 56 +BO/-90.5 +801-89.4 +80%87.8 +801-86.4 +80%84.4 +80/-83.2 +/-79.3 +/-78.5 SHORT SIDE LONG 67 +801-90 +W!-8&8 +SO/-87.2 +801-85.8 +6D/-83.4 +801.82 W-78.4 SIDE Y 60 +80!•87.2 +80/-86 +801-84 +801•82.5 +801-80.1 +/-78.6 to -MB 62 +811$4.8 +60"3.8 +81)1-821 +801-80.4 +/-76 MAK•O.C.SPACING IF ANCHORING MAX.O.0 SPACING IF ANCHORING Of 3 THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET4 O y 64 +801.829 +80/92 +80%80.1 +!-7&4 Hj >-1- '1* pppUE5T0 B,CORD ANCHORS (1 N N N 66 +60/•81.1 +BOf-80.7 +1-78.3 (SEETABlE2) NOTAPPUCABLE 'GLASSTYPES I4THROUGH SHORT I_ O`3 g u? 68 +1-79.3 +/-78.4 SIDE F � rn '81 rB p 23,2° i7 MAY NOT BE USED WITH 69.649 +1-77.7 J-CHANNEL OR INTEGRAL Z to LL TABLE 71: FIN FRAMES. UU_ XN GO g Window Design Pressure,(+I-psf) usentsle°le Z COO `� ar sMQ w Gass 15 0 `1 3/16"T Cap-Airspace-7/16"A/A with SG Type o z a z °�' Window Long Side(n) V QO W LL Dimensions 77.78 79 81 83 86 87 91 94 96 99 104 107 111 Z O ALLOWABLE MAX.O.0 SPACINGIF 38 +80/-110 +801410 +801-110 +801.110 +80/-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 S ANCHOR GROUPS ANCHORING THROUGH `�, O w W 7"e45 40 +0-110 +801-110 +801-110 +801-110 +801-110 +801-109.9 +801-108.5 +M-107.5 +801-108.9 +601-106.1 +80/-104.8 +801-104.1 +BIY-103.3 a 81 ❑ w PER SHEEi2 THEFRAME PERSHEET3 v Z D O 42 +801-110 +801-109.8 +8D1-108.8 +801-107.9 +801-106.7 +801-106.3 +80%104.8 +801-103.8 +80/-103.2 +801.100.6 +801.97.7 +801-9&4 +801.84.8 B,CORD f3.2" 44 +801.107.3 +B01-106.7 +B0/-105.7 +001-104.7 +801-103.4 +801.103 +801-101.4 +801-98.6 +60/-98.7 +801-94.1 +801.91.4 +BW-90.3 +801.89.2 O W Z 48 +801-102 +801-101.3 +801-100.3 +801-99.2 +801-97.3 +801-98.2 +801-92.6 +W-9D.4 +801-89.2 +801.87.3 +801.84.4 +801-82.7 +80/-90.5 a W w 71-53-s" X 0- o 60 +801.99.8 +601.99.1 +601.98 +801.96.9 +80193.8 +80/-93.1 +86f-89.9 +80f-87.7 +BD!$6.2 +801-84.3 +801.81.1 +1-79.3 +177 0 u Z cN 51 +801--98.8 +80198 +801-96.9 +001.95.8 +801.928 +80/:!2 +801-88.7 +801.88.4 +80/-85 +801-628 +1-79.6 +1.77.7 +1.75.3 w L U 64 +801.98.1 +60135.3 +801-94 +801.821 +801.89.4 +801.88.5 +801-85.1 +801-827 +80481.1 +/-78.9 +/-76.3 +1-73.2 +1-70.8 j a ��- 66 +801.94 +80133.2 +BDI-91.6 +801-90.1 +80/37.2 +801`.88.3 +W-828 +801.80.2 +178.6 +1-76.3 +1-72.6 +170.6 v 68 +801-91.4 +80/30.6 +801.89 +60487.5 +801.85.1 +801.84.2 +801-80.6 +178 +176.3 +1-73.8 +1-70.2 8040-70.4 �L 11j r 81 + 87.8 +80487 +80/-85.3 +801-83.6 +801.81.2 +801-80.5 +/-77.3 +1.74.6 +172 +l 6 -70.4 ����\ONv LYNN t 63 +801.85.6 +60/•84.6 +80f-828 +60!•81.1 +178.8 +1-78 +/•74.8 +/-723 +170.6 NOTES: 1)BUCK DIMENSIONS SHOWN. Q' 64 +801-84.4 +W-83.5 +601.81.7 +1-60 +/-77.5 +1-76.6 +/-73.6 +1-71.2 68 +801.822 +801-81.2 +/-79.4 +/-77.6 +1-76 +1-74.2 +1.71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE ' No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ - 68 +1-90 +1-79.7 +177.2 +l-76.4 +!727 +l-71.9 !I & � MAX.O.C.SPACINGIFANCHORING MAX.O.0 SPA°NGIFANCHORING 3 FOR ARCHITECTURAL WINDOWS SHEET �s �(/' 70 +178 +1-77.1 +1.75 +/--73.2 +170.5 ) )• %1- THR000HTHEFRAMEPERSHEETS3&4 THROUGHTHEINTEGRALFINPERSHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN p STATE OF <(/� 72 +1.78 +1-76 +/-73 +/-71.1 THE TABLES ABOVE WHICH THE ARCHITECTURAL ��'•.F(ORIDP_.•'Gam= APPUESTD B,COfl DANCH0A5 ( ) 74 +1-74.1 +/73 +1-71 (SEETABIE 2) NOTAPPUfABLE WINDOW WILL COMPLETELY FIT WITHIN. �is`S'/pNAt 76 +1722 +/-71.1 13.2' I1 I I I I I I I I 1 I 77.78 *70.6 A.LYNN MILLER,P.E. P.E.n58705 I TABLE 12 Window Design Pressure,(+(-pSQ Use IGaels TABLE DIMENSIONS MAYBE for Glass 18 ORIENTED VERTICALLY OR 1I8"TCap-Alrspace-7116"WH with SG Type: HORIZONTALLY AS SHOWN. Window Long Side Qn) LONG Dimensions 60.926 64 66 68 70 74 1 77 80 1 84 87 92 97 99 SIDE �--- LONG SIDE — / j 32 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801.110 +80/-110 34 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +601-110 +80/-110 +80/-110 +801-110 +801-110 +80/410 +80/-110 epproveda:csmplylsgeft6Phr SHORT Florida uldl 1Jf 36 +BOG-110 +801-110. +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 SIDE Osie NOAH L 38 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801110 +801-110 +801-170 +801•110 +8Dl-110 +80/-110 +80/•110 � SHORT � 07um1U eProdscl 40 +801-110 +801-110 +601-110 +801-110 +801-110 +80/-110 +60/-110 +801-110 +801.710 +801-110 +80/•110 L SIDE e 42 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801410 +801-110 +801.110 0Y.- 44 +801-110 +801-110 +801-110 +801-110 +801410 +80/-110 +801-110 +80'-110 +80!410 o y 46 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801410 +801-110 ��— LONG SIDE —� 0 48 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 to 60 +BD/-110 +801-110 +80!•110 +801-710 +801-110 +801-110 SHORT LONG MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE 62 +BOG-110 +801-110 +801-110 +801-110 +801-110 ^ 64 +801-110 +801-110 +801-110 +801-110 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET 56 +801-110 +801-110 +801-110 APPUES TO O,COR D ANCHORS (SEE TABLE 2) NOTAPPUfABIE W 68 +801-110 +801-110 11.8" GLASS TYPES 14 THROUGH > 3 '^'ff 60.926 +801-110 '17 MAY NOT BE USED WITH _I SHORTI- of 1 J-CHANNEL OR INTEGRAL -"I SIDE O O •FIN FRAMES. N n slop O N It to TABLE 13: Window Design Pressure,(+/-pat) uSe or GaNe 0- R C, ,=' p far lass 17 O LL N u- O o 3/1611 TCap-Alrspace-7116"HIH with SG Type z LL `O °" ° Wmdsw Long Side(in) U U_ X d 2 ID co Dimensions 77,76 79 81 83 86 87 97 94 95 99 104 107 111 118 120 125 136 144 1'-ZZ COO O `� oa U,v..O 36 +801-170 +801-110 +891-110 +801-110 +80/-170 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +BD/-110 +801-110 +80/-110 +BOG-110 +801-110 +8Gf-110 > O O W 40 +110/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +8d-110 Z O Z Q W LL 42 +801.110 +801-110 +801-110 +801-110 +80/410 +80/-110 +BO/-110 +801-110 +801-110 +60/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +BO%110 +801-110 +80'-110 Z o�q o 44 +801-110 +801-110 +80/-1110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +601-110 +80/-110 +801-110 +801-110 +801410 48 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801--110 +801-110 +80/-110 +601-110 +801-110 +80/-110 +601-110 +801-110 +801-110 +80%110 W O W laays so +801.110 +801-110 +801-110 +801-110 +801-110 +801-110 +BO%110 +801-110 +801-110 +80/-110 +80/•110 +80f-110 +801-110 +80/-110 +80/-110 z_ z � �, 61 +801-110 +801-110 +80/-110 +801.110 +801410 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +8N-110 +80/-110 +801-110 +801-110 3 54 +801.110 +801-110 +80/-110 +801-110 +BDG-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 N W it W OJeas c 56 +801.110 +801-110 +801410 +8d-110 +801-110 +80/•110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 o X CL .8 68 +801410 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +8N-110 I_ U• � g61 +80f-010 +801-110 +801-110 +801-110 +801-110 +60/-170 +80!•110 +80/110 +801-1110 +801-070 p Z W 03. W 63 +801-110 +80%110 +801-110 +801-110 +801-110 +801-710 +801-110 +801-110 +801-110 J O 64 +801410 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 aq� msop aouos 66 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 68 -1,801-110 +801-110 +80/•110 +8N-110 +801-110 +801-110 \`� pNy LYNN M/(eF MAX.OO.C.SPACNGIF ANCHORING MAX.O.C.SPACINGIFANCHORING "'o •'��,ENS i 70 +80/-110 +801-110 +801-110 +801-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 72 +801-110 +801-110 +801.110 +801-110 APPLIES TO B,C OR D ANCHORS _�J4:• No.58705 74 +801-110 +80/-110 +801-110 (SEETABLE2) NOTAPPUCABLE 76 +80/-110 +801-110 9- _ 3I'S Ix n 77.76 +801-110 ;.� � •, STATE OF �i�'�.'•.IcCOR1OP.•'�G��: NOTES: 1)BUCK DIMENSIONS SHOWN. �(S/OE I l! NAI- o" fill[j1j11 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.F- 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FR WITHIN. P.E1168705 3.500• 3.500• 3.500' 3.500' --y�-- .062• --y�— .062• ��+- .082" --��-+--- .062" 1 7 1.463" 1 1.483' 1.463' 1.483" XTJ O 1.375• 1 J-CHANNEL FRAME H O2 FLANGE FRAME 7ro INTEGRAL FIN FRAME 4O EQUAL LEGIBOX FRAME 1.376" ''��rn�T ��'.'� � •BQ� .301' � 'Q4•[7T .175° ' .060' —' OANCHOR COVER O 718"BEAD O 1"BEAD TABLE 14: # Part# Description Material 1 620117 J-channal Frame PVC 2 620118 Flange Frame PVC 3 620118 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Cow PVC MRERED 6 720136 7/8"Glazing Bead PVCs coRNERS WITH 7 720135 1"Glazing Bead PVC INTERIOR AND EXTERIOR 74 Backbedding,GE 7700 or Dow 701 Silicone WELDS 75 Quanex Super Spacer nXT with Hot Melt Butyl Composite 76 Quanex Duraseal Spacer Composite approvedweomplyingwith rpr Florid Durdl 77 Cardinal XL Edge Spacer Composite Dere 78 71646N SettingBlock 7/8"x 1"x 1f8",85+/-5 duro. EPDM NQ ( ) B r B.ae prods B7 5 FRAME ASSEMBLY DETAILS 7 \\���pNY I LYNAF EXTERIOR 1 VINYL FIXED WINDOW NOA(LM$SM) 0 9/9/14 = No.58705 (� - 8 BOM&ASSEMBLY e m d ROSOWSKI S-A EO lV�� CERT.OF AUTH.429206 �� �(� FLORIDr` •,\� 2 1)SOME FRAME SHOWN. ARCT#OTHER FRAME TYPES APPLY. 1070 TECHNOLOGY DRIVE I �'m$ , �+ssZONAL G``` 3)ITEMS#B-73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 " c u 19,11 > A.LYNN MILLER,P.E. 4)ROYAL PVC TO BE LABELED FOR MMA EXTRUDER CODE. (941)-480-1 BOO N PW-5520 ,� NTS 11 OF 11 MD-5520.0 �i p•EJf 66705 MIAMI-DADS MIAMI-DADE,COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wWw.mi imidade.yov/economy PGT Industries 1070 Technology Drive, North Venice,FL 34275 SCOPE: This NOA is being issued under-the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material-fails to meet the requirements of the applicable building code. 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 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal 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 Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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#15-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M.Plasencia,P.E. COUNTY NOA No. 15-1210.01 MIAMI DARE � /j `4 Expiration Date: April 14,2021 Approval Date: March 3,2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15,,signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8546,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. I1-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202=94, issued by Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-010 7.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies withASTME-1300-02, -04& -09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 515753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their"Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5a'Edition)and"No financial interest",prepared by PGT, signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.PlasencIa,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 SERIES 6570 IMPACT RESISTANT SLIDING GLASS-DOOR TABLEA: Edle Min. INCLUDING POCKETS &90'/1350 CORNERS Group Anchor Guinsucto Frame Member 101Iftdonce Embadmom *MIN.OF 3 THREADS BEYOND THE METAL RT 80RUTIRTIng—­00$Mamb W161 I SUBSTRATE.METAL GENERAL NOTES: 612,steel SMS I-wr 1)GLAZING TYPE OPTIONS-SEE GLAZING DETAILS ON SHEET 10. SUBSTRATE TO MEET MIN. 2)DESIGN PRESSURES- (65)or,1108.8. _U81 sms, (qvv mh thickness) S % —11v STRENGTH AND THICKNESS A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. - (min.t1 Steel,A36' HesdIsl 318' &OW REQUIREMENTS PER B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A flueiftift) (0- c"A'thlo!n P-hook air ii.osw I CURRENT FLORIDA BUILDING 3)ANCHORAGE:THE 33-11301.STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, S4101 Stud,A553 V Hiniamfujamb TO' 0.071'(14 Ga. CODE AND TO BE REVIEWED INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS0.071'min.thickness Khoo 346• 0.071' GO BY THE AUTHORITY HAVING SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). VVElco P.T.southern Fire Amb 1-3v JURISDICTION. Wracon WZE6 --li-h—ook 13/6" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1W Eloo 410 —P HeadISIOJamb 1. I-W 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreteFlex (SG-0.55) _-F-h—ook _V 1318• MIN. STEEL STUD"S. 6)REFERENCES N98'81t ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA%,VISION EXTRUSION,LTD. B #112,sleslwood KI-Sciiihomfts HeS768—HIMAmb _Iva. MIN.FU=45 K81& 50=0.66 - F—hook RIG. -3181 liciew(0151 0 W MIN.FY=33 KSI, WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED I (PAINTED OR LAMINATED)WHITE RIGID PVC;NOA to P-hocf— I, I-Till REFERENCES(TEST REPORTS).F7L-037.6338.81345-86A9,8652&8717;EXOVA-10-002-792(A)a 10-008-10231; (rnln.2.66 kol) Head/Sl d/Sl wnb I'viv, 11-val "UNGROUTED CMU"VALUES CAMBRIDGE 535763-09; LAIracon ungrolded cmu, jimfi­—v 1-V4' MAY BE USED FOR GROUTED 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE rac, INCLUDING THE (ASIM CM) P-hook —r 1.114' CMU APPLICATIONS. ungrouted CM1.11 Jamb i.3W 1144' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION IM 51co 410 (ASTM C-90) P4100k 144' 1-114" EXTRUSIONS,LTD.HAS BEEN TESTED To COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C &S,CrolaFlex Concrete toadf Byjwnb 1410, I�W IMPACT RATING 4 P.L 1EE1316 - — (COMPONENT REQUIREMENTS). (min.&35 k8l) k V _IT4' 1 RATED F 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrola �RATEDFORIARGEA MISMALL 9)DRAWINGS DEPICT EXTFRIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (min.2.22 kel) 1-lir MISSILE IMPACT -_ 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670il2770 SERIES, Ito E149%a --aTmuted—Cmq. —Jamb2' S.S.Aggro-Galor — 1414' 1 DESIGN PRESSUREMT-Vqj ANCHOR NOTES: , P.T. P-hook s HeadlSillifJorrib I-Nr SEE TABLES 1,2&BI,B2 1)FOR CONCRMCMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-BADE COUNTY ($G.0.65) 1`11100)( —IWO. ON SHEETS'R A Concrete Headisilwamb-_2.112` -_1-90 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 1141 Mco (min.2.85 Kai) Nock 21/r 1318 - REQUIREMENTS. Uitrseon —Urorouted CMU, Jamb——Tf—W I-IW 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, (ASTM C*M 1.11'r 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-Ilr THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL concrete 2-1ir _14V PRODUCT RENEWED IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE I-I/Z'THICK OR *'Elcoft I I as camp Ing with the Florida GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE r.&CroloFlox (in 9.3.35 k6l) BuIlding"gode upivouted CMU, 2111r 1-114* NDA-He. 15-1210.01 STRUCTURE BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF CASTM C-Wl _71—re 11-114' Expurati..Di.04/1412021 RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL - 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY_ - BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES.............1 Mac"control 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK EXAMPLE CONFIGS..........2 NON-METALLIC GROUT,MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE INSTALL DETAILS.............3-6 LENGTH OF THE 61LL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF DP/ANCHOR TABLES........7-8 SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD EXAMPLE............................9 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETAILS...........10 STANDARDS E ANCHOR LOCATIONS-.-....17-18 2014 FLORIDA BUILDING CODE(FBC),6TH EDITION PANEL TYPES..____17 INSTRUCTIONS; ASTM E000-09 EXTRUSIONS.....................18 i)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSUAFOA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES.................19 t rt SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,AOM-2010 SCREEN DETAILS 20 GLASSIREWFORCEMENT. Alf LYNAt 4,, AISI-SICO-07/82-2010 �' \\� " 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL FARTS LIST.....................21 PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED.ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 fNo.58705 P-hook liesiffG1111,14tot, P-hook 'W"ll P­hook 3)CHOOSE WHICH ANCHOR GROUP(A-D}IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE S SKI /5 . It DISTANCE. ._4. STA E 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OFAUTK#20298 t0ffiglk is� .... ... PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. & 'I 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 1070 TECHNOLOGY DRIVE 101YAL 0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. N.VENICE,FL 34275 11"ItI110, L(941)-480-1600 IISGD-5570111 NTS 11 1 OF 21 MD-5570.0 go XLYNNMILLERPYL r. P.EOW05 MAX.UNIT WIDTH MAX UNIT WIDTH MAX UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES I&2 PER TABLES I&2 PER TABLES i&2 z7i MAX.UNIT MAX.0 T MAX UNIT M, .UNIT N 'HEIGHT HEIGHT HEIGHT HEIGHT /A I t PER TABLES 1&2 PER TABLES i&2 f f PER I PER TABLES I&2 h h LTABLES I&2 Mawr Pocjw pac&T 1m 1-PANEL 2-PANEL 341ANELCONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH- NOM.PANEL WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH PER UNIT WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES 1&2. PER TABLES I&2 ----1 T) F— ta t &I t I. 1 11 MAX.UNIT I sm MAX.UNIT MAX.UNIT HEIGHT PER HEIGHT HEIGHT TABLES I&2 PER TABLES I&2 PER TABLES 1 2 h pocimr -114- 1 CORNER,TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURAI PNIS E�_ MAX UNIT WIDTH MAX UNIT WIDTH PRODUCT RENEWEDas comptlin with the Florida NOM.PANEL WIDTH NOM.PANEL WIDTH Building ode PER TABLES 1&2PER TABLES I&2 NOA-No. 15-1210.01 Nr-----I Expiration Date 04/1412021 3 By- MAX,UNIT 3 MAX.uNrr Fmauct confo-01- w 1 9 1C7 / HEIGHT HEIGHT PER TABLES I&2 h A A h /j PER TABLES I&2 I f f I I f 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: ')C'=OPERABLE PANEL i)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS ATS OR 130TH JAMB "O"=INOPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH LOCATIONS.EXAMPLE'4-PANELXXXX IN POCKET(p)CONFIGURATION BE pXX>LXp,pXXXX OR XXXXp.OXXX I "If POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" gyp. ....... . N PANEL HEIGHT=DOOR HEIGHT-2-1/2' POCKET CONFIGURATION CAN BE OXXXP. Z*: 2)90'&136*CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 58705 J ROSOWSKJ 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGURATIONS 5-fAfe r s DETAIL LETTER CERT.0FAUni.#2929S 4)FOR NOM.PANEL WIDTH,SEE TABLES i&2. N.VENICE,1070 TECHNOLOGY DRIVE 6)MAX.ALLOWABLE FRAME SQUARE FOOTAGE 472.656 FT' SHEET NUMBER ICE,FL 34276 A.LYNll*WLLER.P.F- _{941}480-1600 11,SGD-5570111 NTS ill 20F 21 MD-5570.0 DETAIL Al DETAIL 131METAL TYP.,SEE ANCHOR THRu,xwoonI ASTRAGAL I DETAILCIDETAIL DI NOTE 4,SHEET 1;MIN,OF 3 1INTOWTAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ENT FRAME WIDTH I ANCHOR REQUIREMENT 1WMAX. REQUIRED IF DOOR HEIGHT IS OVER W 21 TYP.ANCHOR Tyl . D EMBEDME14T A71N 94 MAX 2W O.C. 91 EDGE DISTANCE PER 22 EDGE DISTANCE SUBSTRATE,SEE 71 TABLE A,SHEET I& NOTE 3,BELOW DAYLIGHT (27)0 a —OPENING--t2s I WIDTH EMBEDMENT o a1 EDGE EDGE DISTANC 26 213 02 DISTANCE 94 25 2) SEE NOTE 6, 27 sE"110TE 6 I^MEN vy THISSHEET SEENOTE6. SHEET'i ANCHOR SUCKSTRIP.SEE SEENOTr-6.7mms EFTqv 32 THIS SHEET EMBEDMENT R NOTE 4,SHEET I I —————–i_— #8 X 3/4-SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE' PLATEAT HORIZONT SECTION(XXX SHOW IPER STILE,LOCATED AT CENTERLINE AND 6". EMBEDMENTAND EVERY 9' 112-FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR LOCATION — I DETAIL B21 SUBSTRATE,SEE IDETAIL C2 Mmm --I-- TABLE A,SHEET 1& DETAIL A2I IWERLOCK INTOMASONRY Z NOTE 3,BELOW 2X WOOD BUCKSTRIP ORfe RAN HT REQUIREO IFOOOR EMBEDMENT FRAMING.SEE ANCHOR DAYLIGHT 21 of HEIGHT Z OVER 9V 1/4"MAX. NOTE 3,SHEET I OPENING PRODUCT BEN WIDTH 22 EDGE RENEWED pil.9 witis th.FII DISTANCE IN do 7 NOA-No. 15-1210.01 TYP.ANCHOR TYPE, 5 SEE NOTE 6.THIS SHEET &0\j� — axpimtion two 04/1412021 EMBEDMENT AND 28 27 &R(BI-\ EDGE DISTANCE PER ss 1 93 8 TYP.ANCHIORTYPE. g SUBSTRATE,SEE EMBEDMENT AND fflloml-ua�ff maouct control TABLEA,SHEET 1& 31 q a EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A.SHEET Ll EDGE d I&NOTE 3,BELOW DISTANCE L 2DL MAX.' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE EMBEgMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRECTION. LYNN M! lei .......... REINFORGEMEN17-TYPES(SEE NOTES.THIS$NMI l)D DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. ALL PARTS IDENTICAL. 'PETAIL SHEET 10 2)REFER TO ANCHOR NOTES,SHEET 1. % 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORALLLOCMASTRAGALS.ASIGALS.Fl? VINYL SLIDING GLASS DOOR NOA(LM) 10105115 tie.solo ANCHOR QUANTITIES,SEE TABLES I&2. 4)CONTINUOUS ANCHOR PLATE,ITEM#8.IS REQUIRED AT ALL ­NTAL RARE -S INSTALLATION,HORIZONTAL X ECT J ROSOWSKI FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 0. Ft0RXlDv---*Cl 6)SEE TABLES i&2 FOR REINFORCEMENT REQUIREMENTS. FOR AUTH. 98 ALL INTERLOCKS - CERT.OF REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY Fefll 1070 TECHNOLOGY DRIVE N jl`� THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STARDAFM N.VENICE,FL 34275 liAl //it I I 1 0 7)SEE SHEET 20 FOR SCREEN DETAILS. A.LYNN MILLER P E (941)480-1600 j SGD-5570111 NTS 111 3 OF 21 1191 MD-5570.0 Jill RES6was!__j DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 DADE APPROVED MULLION,FBC INTO MASONRY I AND EDGE DISTANCE PER INTowooO INTO MAsoNrrr IMO METAL 1XBUCTCSTRIP COMPLIANT ALUMINUM/STEEL SUBSTRATE,SEE TABLE A.SHEET 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER SE VERTICAL OR HORIZONTAL. CONCRETEICMU EDGE NOTE%SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE SUBSTRATE,SEE TABLE A,SHEET EDGE TABLE A,SHEET 1 EDGE 1&NOTE 3,THIS SHEET REQUIREMENT DISTANCE DISTANCE EDGE DISTANCE R a. EMBED- MENT EMBEDMENT EMBEDMENT EMBEDMENT ,, r •?'~ 1/4".MAX s 1/4"MAX. 114"MAX. 9 1/4"MAX. s 1/4"MAX. n 1 X OR 2X WOOD U BUCKSTRIP,SEE Q e / 60 ANCHOR NOTE 3, e s TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE e3 T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A.SHEET 1&NOTE 3,THIS SHEET 80 33 NOTES FOR1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LS' 2)REFER TO ANCHOR NOTES,SHEET 1. FaED.snLEs 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, V AND. 116 X 3/4"SMS REINFORCEMENT FORANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 48.IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-116" ANCHOR PLATE AT RAILS CENTERLINE AND W FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME sEE LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT HEIGHT NOTE 6 HEIGHT SILL RISER EXACT DIMENSIONS. as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NOA-No. 15-1210.01 EXiERiOR POSITIVE Expiration onto 04/14/2021 DESIGN ,390--1 1-t— By O PRESSURE, 390—�1 r— .Miami- roduct Control 82 SEE SHEETS EMIR* Bt OR,o�) 7&8. .390T---1 1�— a 2s ORQ }r I —.390 T 2 L 4.041 LI 1.793 2.370 33 1142 SHOWN �{' 3.464 IL ' GROUT AS a #43-46 ALSO APPLY 823 1 2.687 1.917 NEEDED,SEE t3 —� - 060 060 060 ANCHOR NOTE 2 iz S,SHEETI - ll q 2-1/2"=TOTAL .080—�� ED SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 1/4"MAX. dQ(� s 0(2-1/2°TOTAL O(31/2"TOTAL 4a(41!16"TOTAL O(4�/8"TOTAL � 0�`V LYNN qq/17C���' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��:'��a6Nst EMBED- ; .S EMBEDMENT EDGE MENT a ,• , DISTANCE �VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 a. .. :Lu 'EDGE TYP•ANCHORTYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICALX-SECT. j8 JROSOWSKI =-o ;a4911DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND c ��O. EDGE DISTANCE FRAMING,SEE ANCHOR EDGEbISTANCE RA % F CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET1 PER SUBSTRATE, CERT.OFRUTH#29296 m m �''���SWONA\- �` PER ANCHOR IDETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A 1070 TECHNOLOGY DRIVE REQUIREMENT R�fO O yY SHEET 1&NOTE 3, INYO WOOD SHEET 1&NOTE 3, N.VENICE,FL 34275 A LYNN MILLER.PZ THIS SHEET THIS SHEET (941)-480-1600 SGD-5570 NTS 4 OF 21 c� MD-5570.0 pFpaaT9s IHIERIOR 2 as WERIOR 71 69 SO 28 37 90 MAX 185.0.0. INTFAI 11819 go MAX 3W O.C. I o SEE SHEET 19 947ERIDETAIL L H 21 36 MAX W G.G. OR$EESH9FT go, ❑ t� Is 139 I OUTSIDF CORNER log 9v )I I MEMR ie 20 n/ 0 —401 DETAIL G1 DETAIL----H-11 ❑ -0 MAX 1800.C.8— @---ExTERIOR / INTERIOR 41 SSC EMOR PRODUCT RENEWED as complyIn with the Florldik Building Code IDA-M. 15-1210.01 135, 4 ExpiratlonDatoO 4/2021 INTERiat BY 1111121111-11a @'PJed,,Ct Central O 2 NOTES v 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR &26)0 33 26 30 QUANTITIES,SEE TABLES 1&2.' 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, 35 DEPENDING ON CONFIGURATION. Max DETAIL G2 MMU'O.C. 06 SEE SHEET 19 VINYL SLIDING GLASS DOORNOA(LM) 10105fis OUTSIDE CORNER 69 CORNER ASTRAGAL HORIZ.X-SECT.�aj J ROSOWSKI CERT. AUTH.920296 FLO 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 it, SGD-5570111 NTS 111 5 OF 21 1191 IVID-65-10.0 LEFLP.E. (941)-480-1600 RES 50705 IDETAIL 11 1 DETAIL 12 OPTIONAL NON- INTO MASONRY SNTO MASONRY STRUCTURAL ANCHORS FOR (EDGE CONCRFTFJCMU -- INTERIOR POCKET— I T„0 t 21 /`0 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR JAMSREQUIREMENT p 91 28 AND EDGE DISTANCE PER 33 INTERIOR POCKETS MUST SEE FIGI 11 3D SUBSTRATE,SEE TABLE A, THIS SHEET FIGURE 1.114TERILOCKSATPOCKETS. SHEET i&NOTE 3.BELOW INCLUDE A NO"TRUCTURAL, FOR DOOR HEIGHTS 96”AND LESS; FRAME JAMS TO REDUCE THE 8-\ POSSIBILITY OF OPT. WATER .1 ... ANCHOR INFILTRATION. I 14V M A X e. 1e EMBEDMENT 31 --:Z3 OPT. -i -@OPT- Oil- POCKET BY OTHERS SEE NOTE 6 BiC6�i* EXTERIOR MEtAT.*.-* FOR DOOR HEIGHTS OVER 96" 1/,V'MAX OPT. .4 Mr 21.0' MAX O.C. ANCHOR 10 97 31 30 TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU IHISSHEET AND EDGE DISTANCE PER EDGE PER ANCHOR tx SUBSTRATE,SEE TABLE A,SHEET DISTANCE REQUIREMENT 20 27 NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BEA MIN.OF 3 THREADS BEYOND &NOTE 3.BELO EDGE DISTANCE 2X WOOD BUCKSTF;UP OR THE METAL SUBSTRATE EDGE PRODUCT RENEWED D CE —FRA N ANCHOR as camp a with the Florida DISTANCE I / DUI[dlng do EDGE NOTE 3, I &I .OA-Ho. 15-1210.01 rDE-TA-1-L-1-3-1 DISTANCE OPT.ANCHOR OPT.ANCHOR Expiration Date 0411412021 INTO METAL EMBEDMENTi OPT. gy t7 PT: EMBEDMENT DETAIL 14 114"MAX. a 1/4' Irlrow000 EXTER!M MAX. to SEEFIGI, SEEFIGI. THIS SHEET 31 THIS SHEET 28 FI 27 EMMOR 2221 at EXTERIOR POCKET I Ly 4flt EXTERIOR POCKET NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10105115 No.50705 s i)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. HOOK EXAMPLES.HORIZ.X-SECT, JROSOWSKI ...0 17-fiN 2)REFER TO ANCHOR NOTES,SHEET 1. P- qf:� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1 2. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF AUTH.#29298 ZORID 6)INTERIOR OR EXTRIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. E IONAI- 6)POCKET WALL ORECAVITY SNOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVN. AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (9VENICE,FL 34275 AAYNNMUEP'P.E 41)-480-1600 SGD.6570111 NTS.,111 BOF 21 Jill MD-66 0.0 Jkli P."(58705 TABLE is Design Pressure(DP)and Anchor Quantities Required, (for all append con6gurallons on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glass Types 1,3 or 5 80" 84° gr, PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 09 68-15116 DLO Height 72-ISIIV DLO Height 8415118 DLO Haight THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE LooketAe Relnibroement 426 or 428 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std Intedock Reinforcement#27 A I B 1 G 1 D A B C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Assign Pressure tw/-Wpsr +601-60psf +601-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1.3 ANCHORS 19.118' Heafyslll C3+iIn C3+ =17 C3+1 C3+1 03+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. Pdrook 7 7 8 a a 8 Design Pressure +601.60psf +601.60 psf +60/-60 psi THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25.118 HeadISlll 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb 5 5 5 6 5 6 5 6 5 5 6 5 Width P-hook 7 7 7 7 7 1 7 1 7 1 7 6 1 0 1 8 1 8 S DeslgnPresstrfe +601-60psf +601-60psr +60/-60W 31418 Head/Sill C3+1 03+1 03+1 C3+1 C3+1 C3+1 C3+1103+1 03+1 C3+1 03+i C3+1 " DLO Jamb 5 6 5 5 6 5 5 —5 -5 6 5 5 � Width E P-hook 7 7 T 7 7 7 7 7 8 8 8 8 Deslga Pressure +601-60 pst +601-60 psf +601-60 ps1 37-118 HeadlSIR C l C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1103+11 C3+1 42' DLO TABLE 81: Width Jamb 5 5 6 5 b 5 5 b 5 6 5 6 Water-Lltnited FIG 1 �LENGT14 7 7 7 7 7 7 7 7 8 8 B 8 (+)Dasign Pressure DesignPresswe +601-60psf +601-60psf +601-60ps! 43116" 8111KNORLSIH Max.(+)DP 4B" DLO HsadtSit! C3+2 C3*1 C3+1 C3+1 C3+2 03+1 C3+1 C3+1 C5+2 C3+1 03+1 C3+1 ( Alhvad DOOR ASSEMBLIES Width Jafib 5 5 5 5 5 5 6 b 5 6 6 5 ND109 SaoN tto2 S7 INSTALLED WHERE THE PRODUCT RENEWED -Imk 7 7 T 7 7 7 7 T 8 8 8 8 b2 +36.T psf OVER14ANG(OH)LENGTH IS as compljrin�with the Florida EQUAL TO OR GREATER TWAN 6uiidinB o eUSED IN EXAMPLE ON SHEET 9 43 +80.0 psf p THE OVERHANG HEIGHT IS ttott No. 75 1210.01 44 +60.0psf EXEMPTED FROM WATER expiration Date 041141202145 +80.0 psf INFILTRATION RESISTANCE. By Mia mduct control DLO WIDTH-NOM.PANEL DLO HEIGHT-=DOOR HEIGHT 11-1116'15" 2" ``��ti�ONqLYNN M1�11/i i PANEL HEIGHT=DOOR HEIGHT-2-1 i1 TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) $ 10105/15 it: I Ia 68705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE i AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. . DP&ANCHOR QUANTITY TABLE 1 J ROSOWSKI -p•, i �y 2)IF WATER INFILTRATION RESISTANCE iS NOT REQUIRED OR OVERHANG IS PER FIG 1.A SILLj�GFc 'fa'_�` TS! .•w4!� 3)SEE RISER S LLORlSERTYPES ON SHEET 4.SHOWN IN TABLE 1 MAY BE USED. 0. �,''F(CmoP.:'0, CERT.OF AUTH.020200 i 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE ''S 1UtVA1 E\0 6)REFER TO ANCHOR NOTES,SHEET I. N.VENICE.FL 34276 � 0)SEE SHEET$li-iB FOR ANCHOR LOCATION&SPACING (041)-480.1600 SGD-5570 1 NTS -5570.0 OF 21 � MD-5570.0 $ IL LYNN WLteR'PZ REI)68705 TABLE 2: Design Pressure(DP)and Anchor Quantifies Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass TYpes,2 or 4 air 841 96, low, 120' SHEET I FOR COMPLETE ANCHOR LIMITATIONS. Asiragal Reinforcement#29 68-15110'01.0 Height 79-15116"DLO Height 84-15f16'DLO Height 96-15116°DLO Height IMISMS'DLO Height THE MAXIMUM UP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement 10 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE UP DUE TO THE SILL HEIGHT MUST ALSO BE HD interlock Reinforcement 028 D I A CONSIDERED,SEE TABLE 82,THIS SHEET. 24� +1001-1Wpsf +1001400pst +1001-I00pst +601.05psf +60,_fW #OF ANCHORS THROUGH THE HEAD&SILL(EX-FOR C3+1,3 ANCHORS HeadlSlD -daw C3+1 C3f1 1030 C3+1 I C3+1 I C3+1 I C3+1 C5+1 C3+1 C3+1 03+1 G3+1 C3+1 C3+1 C3+1 C3+1jC3+1jo3+11C3+1- CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT DLO a MIDSPAN OF PANEL). TOTAL#OF ANCHORS THROUGH THE JAMB. 7 7 7 7 7 1 7 7 7 8 8 9 9 9 9 10 10 ID 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +fool-foopsf +100/400pst 000/400pal' *60/-05psf +601-65psf PERPENDICULAR TO THE GLASS, 25-1116' Head/Sill C6+1 C3+1 C3+1 03+1 C5+1 C3+1IC3+IIC3+1 C5+1jC3+1jC5+i C3+1 C3+1103+IIC3+1 C3+1 C5+1103+1 C3+1 C3+1 W, DUO — Width Jamb 5 5 5 5 6 6 6 6 6 8 a a P-hook 7 7 7 1 7 1 7 1 7 a a —8 9 1 9 1 0 9 10 40 131-1181 Dealga Pressure +100/400 +100/-f00pat +100/400psr +601-65pst +601-opsf FIG 1: OH LENG�fH DLO HeadISIll C5+1 G3+1 C5+1 10+1105+11C3+1 C5+1 C5+1 C5+1 C3+1 C5+1j03+1jC3+1jC3+1 C5+1 I 03+1 I C3+1103+1 Width Jamb 5 5 5 5 6 5 6 5 7 a 1 6 P-hock 7 7 7 7 7 7 _ a a a 8 9 1 9 1 9 1 0 10 1 10 1 10 1 10 DOORASSEMBLIES Design Pressure +100140opst +1001400pst +1001-100psf +601-65pst *80/-65psf INSTALLED WHERE THE -118 HeadIS111 C5+2 C3+2 C5+2 C3+1 C15+21 C5+2 C5+21 c3+1 C5+2 jC5f-2jC5+2jC3+1 C5+1lC3+IIC5+1 C3+1 C6+llC5+IICS+1 C3t1 OVERHANG(OH)LENGTH IS 42- 37DLO EQUAL TO OR GREATER THAN Width Jamb 5 1 5 7 5 6 1 5 7 6 6 6 a 5 6 —6 6 P-hook 8 a 8 9 1 a 1 9 a 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER 10 to 1 10 1 10 Pressure +921-92pst- +WI-65pot +601-65psr — INFILTRATION RESISTANCE. Z 143418- VWon "OD"Oopst +100"00pat 46' DLO Hoad/SUI C5+2 C6+2 C5+2 C3+2 C5+2 C5+2 C6+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2lC3+IIC5+2 C3+1 G6+2 C5 Width Jamb 6 6 7 5 6 6 8 6 5 5 9 5 6 6 7 6 6 6 8 8 P4=)( 9 9 a 9 9 9 10 to 10 10 TABLE 82: PRODUCT RENEWED — as Camp VT with the Florida Design Pressure +80/-80 Psf +60165pst +54.11-59.7 psr. Water-LImIted BUTIC"as 0 !+1#C1+1�C30#C3+1 1 6 S M7 #C385—+1 9 9 9 9 7 7 C5+1 C3+1 2=03 =+2C3 +' 6 7 5 7 7 7 +80"Opst +801-80psf m6lon Pressure NOA-No. 115-1210.01 DLO Headrollf C5*2 C3+2 C5+2 C3+2 C6+2 03+2 C5+2103+2 C5 CL+2 I C5+21 C5+2 I C5+2 CS+21 C5+21 C5.21 C5T2 Width Jamb 6 5 6 6 6 6 7 5 6 8 5 S 6 1 a I a 6 1 6 1 a 1 6 Sill Non SID Max.(+)D? isxpiration Date 04M4/2021 P-hook 7 7 7 7 7 7 7 7 8 8 8 0 9 9-1-9-To 10 1 to 1 10 1 A- Rlaer Height Allovved 13y_... I i I n - -- Design Pressure +601 80 psi +SDI psf +00/-80 psf +59.1/-64 psf +49.61-W.7psl None 1-1 (ewe mi control 65-118" Head/Sill C5+310+2105I3103+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5*2 C5+3 C3+2 C5+2 I C5+21 C5+21 C5+2 01,21 C5+21 C5+21 42+21 +38,7 psi 6T DLO 1 1 Width Jamb 5 5 6 5 5 a 6 6 6 8 43 3-17 *60. ps- P-1100k 7 7 7 7 7 1 7 7 7 1 6 e 8 0 , 0 9 9 9 10 to to 10 A 44116" +80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS 8,C&D. 45 4-&81 +10D.0 psf OLD WIDTH NOK PANEL WIDTH 'o oxxi LYN.N.rtjll�F fes: DLO HEIGHT=DOOR HEIGHT-11-1/16'116" PANEL HEIGHT=DOOR HEIGHT-2-112" & TABLE NOTE&- No.50705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 UP&ANCHOR QUA ROSOWSKI AND TABLE B2 DETERMINES THE WATER LIMITED(+)UP. PER FIG 1.A SILL 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS P rlt—k 0 STATE OF tV RISER IS NOT REQUIRED.IF SO,+DPZ SHOWN IN TABLE 2 MAY BE USED, 3)SEE SILL RISER TYPES ON SHEET 4. 'CERT,OF AUTH.029M 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 5)REFER TO ANCHOR NOTES,SHEET 1, 1070 TECHNOLOGY DRIVE 0)SEE SHEETS 1146 FOR ANCHOR LOCATION&SPACING N.VENICE,FL 34276 A.LYrN 1(941)-480-1600 IIISGD-65701M HTS 111 8 OF 21 MD-5570,0 .N M=P.F- F# 1411VNOM. 3115"HS GLASS i&°Lts GLASS 7/16NOM. .090*Pv8 31191 HS GLASS--- '311W ANN GLASS 75 76 NOTES_: 490,PVH .090'SG 7115'AIR SPACE 77 78 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 3116'ANN GLASS 3tiVTGLASS PAINTED/ Z/16HSGLAS 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATEO PAINTED/ PAINTED/ (��OR I SURFACE LAMINATED INATED EXTERIOR GLAZED,PROVIDED THAT THE SURFACE SURFACE 'H8"SURFACE OF A LAMINATED GLAZING <:3 rXIERIOR UNIT IS ADHERED TO THE GLAZING LEG, N <3 Emplog I PRODUCT IS'=EXTERIOR- PRODUCT IS`EXTERIOR PRODUCT IS"EXTERIOR, GLAZED`IF 4 S 718*NOM. GLAZEDIF 08041 IS 7!6`NOM. GLAZEDIP482-03IS 7jr NOM. ANN" ANNEALED TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS 'HS"='HEAT STRENGTHENED Baia BITE SITE "r'=TEMPERED 4QJ INTERIOR a MWR j 1MERtOR j "PVB"-.090"BUTACITEO PVB INTERLAYER BY KURARAY AMERICA,INC. PRODUCT 19'INTERIOR- PRODUCT IS-INTERIOR- PRODUCT IS'IMERIOR- "SG"=.D99'SENTRYGLASO INTERLAYER GLAZED'IF#$Ut 19 79 GLAZEWIF98"itS 79 13LAZEW IF 982,03 IS BY KURARNY AMERICA,INC. TOWARDS THE INTERIOR TOWARDS THE INTERIOR. TOWARDS THE INTERIOR, SEENOTEZ SEENOTEP, m SIMNOTI12. —j go THIS SHEEr THISSmer THISSWEET GLASS TYPE i. GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT-MELTBUTYL — 14liV NOM. 1-3116'NOM. STRUCTURAL V16"HS GLASS— 311(r ANN GLASS STRUCTURAL SILICONE 9132"AIR SPACE L SILICONE M .?40 a POLY(SOBUTYLEN i14'NOM. FOAM 31161 NOM. .090"80 HEAT-MIRRORFILM WITH 3110'HS GLASS 75 is080`PVB WITH DESICCANT DESICCANT 913rAIRSFACE 711VAIR SPACE 77 SfIU'TGLASS 3115-HS GLASS EXT.GLASS EXT.GLASS 3111 V T GLASS PRODUCT RENEWED PAINTED/ PAINTED] as camp Ins with tire Florida 80 03 LAMINATED 84 —LAMINATED BultdIngliode SURFACE SURFACE NOA-No. 15-1210.01 <3 PXTFPJOR EXTERIOR Expiration oats 0411412021 INT.GLASS INT.GLASS PRODUCT ISTXrERIOR- GLAZED"IF#J82-83IS Iff NOM. GLAZED'IF 48415 710"NOM eKODiSPACE IsSUPER TOWARDSTHEEXTERIOR.1 GLASS TOWARDS THE EXTERIM CLASS 4SG TPS SPACERQ9NXT"' PRODUCT'S'EX"' OR* SITE SUE INTERIOR G]MERIOR P110DUCTIS-NiEmcm, PRODUCT is-twmoft- ALUMINUM GLAZED'IF1162-8315 GLAZEWIPOVS To REINFORCEMENT' poLyISO DESICCANT FILL AREA TOWARDS TREINTERIOR, 0 TOWARDS THE INTERIOR. tJTYLrzNE 5116"NOM. SEENOTEZ 71, 86 BUTYL& Nfiffiler,NoM;,- SEAL SILICONE SEAL TI65 SF1EET THISSHEET DESICCANT ROLL-FORMED FOAM STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 'OtV L NIP Af .......... 0CL GLASS EXT.GLASS-� No.58705 4,VINYL SLIDING GLASS DOOR NOA(LM) 10105f16 INT.GLASS INT.GLASS GLAZING DETAILS J ROSOWSKI ,S'T ST Tc r (DDURASEALO @XL EDGE' CERT.OF AUTH.02WW ......... y SPACER SPACER 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 MRiER.P.E. (941)-4804600 ffjSGD-5570 NTS III 10OF21 J141 MD-5570.0 0 &LY1 1 REA01SONS SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT; ASTRAOALOR ASTRAGALOR PANEL_ PANEL RNTERLOCK— INTERLOCK— PANEL CENTERLINE CENTERLINE MERLINE " LINE — f„ 4" CENTERLINE CE 4 CENTER -� c =^ r p EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACKCLUSTER'C3' 'D 2TRACKCLUSTER'CS' ID 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACKIMERAMATE ANCHOR LOCAMONS ARCHOR LOCATIONS +T'ANCHOR LOCATION '+2'ANCHOR LOCATIONS W ANCHOR LOCATIONS ASTRAGALOR ASTRAGALORINTERLOCK � PANEL �- EL CEMERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE-- 4" INTERLOCK PANELPAN .-- '- 0 0 O " EXTERIOR -•►+ 3.22" EXTERIOR 3,22' EXTEnnRIOR EXTERIOR 3.22" EXTERIOR —►t 3.22" 3•TRACKCLUSTER'C3' 3-TRACK CLUSTER ICF? V &TRACK INTERMEDIATE "RACK INTERMEDIATE 3•TRACKIMERMEDIATE ANCHORLOCATIONS ANCHORLOCATIONS 'y'ANCHOR LOCATION '+YANCHORLOCATKINS +3'ANCHORLOCATIONS ASTRAGALOR ASTRAGALOR PANEL PANEL PANEL INTERLOCK, INTERLOCK` CENTERLINE CENTERUNECENTERLINE CENTERLINE q" GEHTERllN£ � q.• O O EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR 1. EXTERIOR EXTERIOR 4TRACKCLUSTER dTRACKCLUSTER 4-TRACKINTERMEDiATE lu 4•TRACKINTERMEOIATE 4-TRACK INTERMEDIATE 'CI'ANCHOR LOCATIONS "CVANCHORLOCATIONS •N"ANCHORLOCAMON '+2'ANCHORLOCATIONS '+TANCHORLOCATIONS NOTES: FlcunurEnrArRTOTHETawvANcsIL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INIERMED ATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK W2375* DISTANCE IS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT RENEWED ` LLLt li U I III }tmmb01 51 Building uild nNOHg CcdaO�`15 1210.01 ` Ot1{LYNN FIGUMSPERTMNTOTIMFOILUMOaaLP-hook1 7 :` ttCEINSF'•._Fp�� CIMSTERANCHORLOCATIONS: Expiration Date 04114/2021 VINYL SLIDING GLASS DOOR NOA(LM) 10105115 sy Miami- ado Product Control �''- ANCHOR LOCATIONS A 1, J ROSOWSKI •, (� Nvvz a ill 1 . Ha3drSlu C31 1070 ECHNO OGYDRIVEJamb 1 � ''''�''s'S/ A�;I�`C'`• P•h0ok 5 N.VENICE,FL 34275 A.tVNN)68105 P.E. (941)-480-1600 SGD-55701 NTS l 110F21 1 MD-6570.0 Jill pe.OeeToa HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL,- INTERLOCK INTERLOCK PANEL U CENTERLINE 4' PANEL CENTERLINE 4- CENTERLINE 4� CENTER CENTERLINE CENT EXTEnnRIOR 322- EXTERIOR �32rEXTERIOR MEPJdFt EXTERIOR -1 322 I-TRACK CLUSTER Tr 2-7RACKCLUSTER'CV 27RACK INMRMEMATe V 2-TRACKINTERMEDIATE \n, 24RACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'W ANCHOR LOCAMON **r ANCHOR LOCATIONS *-;r ANCHOR LOCATIONS ASTRAGALOR ASTRAGALOR INTERLOCK INTERLOCKPANEL PANEL PANEL CSNTERLINE� 0 CENTERLINE �4" CENTERLINE NE CENIVRLINE CENTERLINE--� EXTERKM —+^I 322" EXTERIOR --4 EXTEMOR 11 EXTERIOR E��FUO 29, XTRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK WTERMEPtATE -3-TRArKCLUSTFRTr CLUSTERTV '+I-ANCHORLOCATION WANCHORLOCAMONS WANCHORIOCATIONS ANCHOR LOCATIONS ANCHORLOCATIONS ASTRAGALOR ASTRAOALOR PANEL INTERLOCK— INTERLOCK— PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE7 4" X EXTERIOR EXTERIOR I--- EXTERIOR EXTERIC't IOR 22, -I 4-TRACK INTERMEOIA715 4-TRACKINTERMEOIATE+T 4-YRACK INTERMEDIATEW 4-MCKCLUSTER ID 4-TRACK CLUSTER -5 �D *CrANCHOR LOCATIONS 'C6 ANCHOR 'W ANCHOR LOCATION ANCHORLOCARONS ANCHORLOCA71ONS NOTES- FIGURES PERTAN T0,7705 FO NEAR 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES* aioRwcATIaTs 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2,376" 2.375 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.376" 2.376. FOR ALL HEADS: PRODUCT RENEINIED o% as complying vAth the Florida Building Code F RESP AIN GIMSS V8b Sti� GMNDA-No. 15-1210.01STERANOWRLOCATIONS. P-hook 1 7 1 Expiration Onto 0411412021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10105115 ANCHOR LOCATIONS B JI&I J ROSOWSKI sa• SIA TE IF J1 Haidslif I Owl CERT.OFAUTH.#MX IONAI tr JaMb 6 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (041}400-1000 SGD-55-10111 NTS12 OF 21 10MD-5570.0 A.LYNN MILLER.PZ. 1 REA 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW FIGUM PMA%I'(QUMFML0MG4U0AWAf0 LOCATIONS: Luj W 2.375- 4.76" 7.125' ,jz 210 210" 21.0' H HeadiBiN C3 Jamb MAX, MAX. MAX P-hok D.C. EXR O.C.lEXTERIOR D.C. EXTERIOR OPT.ANCHOR F TOAID IN\ f ALIGNMENT A 6- fr- 6. NOTES: MAX. MAX MAX 4)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMSS.ANCHORS MAY 2-TRACK FRAME 3-TRACK FRAME �-TRACK FRAME BE LOCATED IN ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS. (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES PER END@ I X.600- PER END @1-X.60W PER END @ V X.500- IL SILL EXTERIOR SILL ta> EXE IOR EXTERIOR (3)TRACK WEEP HOLES 61.MAX. EVERY 24-@ 1126-X.19 (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT.ANCHOR EVERY 24-@ 1.126-X.VW, PT (1)WEEP NOTCH TO AID IN 2,f'@ 1.376'X.6001 (1)WEEP NOTCH EVERY EVERY 24"@ 1-125'X.190(i)WEEP NOTCH EVER ALIGNMENT 24"@ 1.375-X 400n 24-@ 1.375-X.60(r NOTES.* 1)SEE TABLES 182 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED It I fill/, OF ANCHORS REQUIRED IN THE P-HOOK. as COMIAVIng With the Florida 1%,0 vyfl Building Code \% F=RESl`FRMNT0T1ffiF0kLCWWGPW(EfJW NOA-110. 16-12110.01 Ap (P41MCIANCHORLOGAIMS: Expiration onto 04114/2021 0 N 70 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 -Y Miami-Dad duct Control J ROSOWSKI ANCHOR LOCATIONS C �STAVIW TAX*0 H%dw +1 r CERT.OFAM.029296 ,,';'ZONAL e,,"%' . - 3 1070 TECHNOLOGY DRIVE RAI I I F-hoax. 1 17) N.VENICE,FL 34275 A.LYPT MUM P.E. (941) -480-16nn SGD-6670111 NTS 111 13 OF 21 MD-5570.0 _1411 I V 459795 1 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTERANCHORS LAYOUT: 90* 4- 4- 7' Y AI ol Lim' 2-TRACK 00*CORNER EMERIOR 2-TRACKOVI EMOR RNOOER P4=% 'C4FANCHOR LOCATIONS 'MANCHORLWATIONS 2-TRACK90'CORNER 99OR 2-TRACK30•CORNER EXTERIOR (USE WHERE-Cr IS SPECIFIED) (USE WHERE ICY 13 SPECIFIED) LOCATIONS 'MANCHORLOCKIIGNS (USE YMERE%-XISSFECIRED) (USE WHERE-CS'IS SPECIFIED) f%1ccm 4l' 4- 4!' as RENEWED v lMe with the Florida 4- SuRding NDA-No. 15-1210.01 )D 9 Expiration oato04114/2021 4- 4' ETERIOR 3.22' EXTERIOR 1 3.22 392 3-lMCK90*CORNER 3-TRACK9VCORNER 'WANCHORLOCATIONS 'WANCHORLOCATIONS 3-IRACKSO'CORNER EXTERIOR 3-TRACK"'CORNER EXTERIOR (USE WHERE-CT ISS S SPECIFIED) (USE WHERE-CW IS SPECIFIED) *GrANCHORLOCARONS lu TV ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) (USE WHERE-C@'IS SPECIFIED) In IT 171 11 Ar INN E 4" N -op IL "J /14 0. 47 wt STATE 'o. I L I I I m I;k\, .. fj 22, EXTERIOR 3,22 EXTERIOR 41" 3.2-r" 1,I�N/o....... AS-TRACKWOORNER 4-TRACKOC*CORNER EXTERIOR 4- EXTERIOR NA\- ..=K 1W ANCHOR LOCATIONS I TW ANCHOR LOCATIONS C6.ANCHORLOCARONS 4-TRACKOVCOMER 4- KSWCOMR (USE WHERE"Cr IS SPECIFIED) 'M SPECIFIED) 'C4ANCHOR LOCATIONS lu (USE WHERE'Or IS SPECIFIED) (USE MERE-CS'IS SPECIFIED) A."y"1111=1 P.F- NOTES: VGUM$PMlA1N't0r,Wf0tt0W=WC0RM HFADARCHORLOCA-11MM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Al VINYL SLIDING GLASS DOOR NOA(LM) 10105116 go. 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNERCONFIGURATIONS. Rz- ANCHOR LOCATIONS D tj J ROSOWSKI Jamb 6 3)TRACK-TO-TRACK —1 CERT.OF AUTIL 920298 I P-hooft P17 DISTANCE IS 2.3761 2.375" V2.376- 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34276 (941)-480-1600 SGD-5570111 NTS 111 14 OF 21 1111 MD-6570.0� HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: .u°a�„�:�Iwo LL AHCHORLOCATION5: 135 4" 4.1 4" a 4" o c 4"" tHeadlSiit 1 R 3.22" EXTERIOR Jamb I 4n 8KMERRIOR 4" EXTERIOR P-hook 7 2TRACHORLOORNER `✓ 2-TRACK t35'CORNER V 2-TRACK 135•CORNER V 2-TRACKI9S CORNER V 'C4'ANCNORLOCATlONS 'C6•ANCHOR LOCATIONS (U3E WHERE•C3'IS SPECIFIED) {USE WHERE'C5'19 SPECIFIED) •C4'ANCHORIOCATIONS 'C6•ANCHORLOCATIONS (USE WHERE-CW IS SPECIFIED) NSE WHERE'CY IS SPECIFIED) nPEIXTERIOR !� I 4 4" 4" 4" 0 0 4" aPRO PRODUCT a MNEYItwith tho FlDor[dn " 411 Bullding pt Ing 4" NOA-No. 15-1210.01 EXTERIOR o Expiration Dnte0411412021 7 EKTE(R1IOR EXTEn}RIOR BY 3.22" V 3.22" V ?Moral Product Central 3-TRACK 13S'CORNER 3-TRACK135-CORNER 3-TRACK t35•CORNER 3 TRACK135•CORNER 'C4'ANCHORLOCATIONS 'CV ANCHOR LOCATIONS (USEWHERE-CWISSPECIFIED) {USEWHERE'C5'ISSIRECIPIED) 3-TRACK 'C61ANCHORLOOATIONS ' (USEWHERE'C3'IS SPECIFIED) (USE WHERE'M iS SPECIFIED) PIN41 04" 4 4" ° �•�tltt{LYNNr71j/i jOE 4" Ne.:iR70.5 EXTERIOR 3.22" EXTERIOR � _. STt �aF :�1etz 4•TRACK739CORNER V 4-TRACKI 'CORNER ' . AOcOCfiCHORC'ANGHORLOCATKNS 'C4'' NCHRLOTINS ' AARLIO(USEWHERECISSPECIFIED} {USEWHII2ECPGffIED) ���'�'�+,I��tNORAILDh.•�'��`\��• (USE WI}ERE'CT IS SPECSFIEO) (USE WHERE'CS•L4 SPECIFIED) A.LYNN MILLER,RE NOTES: RE.758745 F"ESPERTAINTenlEFOLLovnxat3VCOIWER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HGADANCHORLOCATIDNS: Al VINYL SLIDING GLASS DOOR NOA(LM) A 10/05115 1r 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS£ &- J ROSOWSKI Headt3lB 1 mb 5 3)TRACK TO-TRACK P-hook 7 DISTANCE IS 2.375" 82.375' W2-311V CERT.OFAUTH.tl292S8 n a FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1800 SGD-5570 NTS J,15 OF 2i 1191 MD-5570.0 it HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT Cal INTERLOCK OR ASTRAGAL: FIGURES PERTAINTO WEFOLLO WNG SPUCEDSRLANC MLOCATIONS: SPLICE SPLlC SPLIC SPLICE LOCATION 4" LOCATION 4o LOCATION- 4" LOCATION 4" EXTERIOR g.22" EXTEER on3.22° YYEX�ER30R EXTERIORfffQQQLLLSSS S SB p 2-TEtACKSPLtCE �j' 2-SRACKSpLtCE 2-TRACK SPLICE 2-TRACKSPLICE Jamb 5 'C4'2-TRAMSPLICEONS' 'C8'ATRACKSPUCE N3 'C4'ANCHOR LOCATIONS 'OVANCKORLOCATIONS P4=1( 7 IS SPECI ( (0815 WHERE'C3'IS SPECIFIED) (USE WHERE•C413 SPECIFIED) 11515 WHERE-C7 t9 SPECIFIED) (USE WHERE'CW FIED) SPLICE SPLICE SPLICESPLICE LOCATION _4.75" LOCATION 4° LOCAYlOt7 4" jLWATION!:] 0 PRODUCT RENEWED EXTERIOR 4" EXTERIOR 3.22" -EXTERIOR 322' EXTERIOR 4" ®uli401--Vod9e Ith Ino Florida MRACKSPLICE �+y &TRACKSPLICE (� 3-TRACKSPUCE 3-IRACKSPL(CE Non-No. 15.1210,91 v Mla'ANCHOR LOCATIONS v 'CS'ANCHftRLOCATtONS V 'C4•ANCHOR LOCATIONS •CB°ANCHORLOCATIONS (USEWHERE'C3'15SPECIFIED) (USE WHERE-W IS SPECIFIED) (ttSEWHt:RE'C3•IS SPECIFIED) {USE WI}ERE`CS`ISSPECIFIED) ExPlra}spa}o 041114/2021 6y M1DmM d duct Canttol SPLICE 4.75" SPUCE SPLICE_-,- SPLICE y„ LOCATION LOCATION 4" LOCATION LOCATION 41 0 o e s a e 0 ExTERtoR 4" EXTERIOR 322" EXTERIOR 322" EXTERIOR 3.22" . �SI LYNN bj�Af•�i 4-TRACKSPLICE 4TRACKSPLICE d-TRACKSPLICE 4-TRACKSPLICE �'��a'�}CENS�c 'G4'ANCHORSPLICE NS `CS`ANRACKSPIJCE S `CA'ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS 7 (USE WHERE'C&'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'C3.15 SPECIFIED) (USE WHERE GS'iS SPECIFIED) y� No,50705 •'gat NOTES: 's S/F`oRTjli! 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, oN,11MWESMYANTOTHEFa>.am(GSPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. k LYNN MILREAOANCHORtOCADWS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 8: P-E9 W 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05115 DISTANCE IS 2.37V' 2.375" W2,37V FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS j� F4 J ROSOWSKI HODdISill C3 7 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AI)TH.929205 Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE P-hook 7 N.VENICE,FL 34275 q (041}480-1600 SGD-5570 NTS 16OF21 d1 MD•5570.0 , PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDESO' INSIDESO° OUTSIDE135' INSIDE735' DOUBLE ASTRAGAL SINGLE SINGLE FUND L.00KSTILE ASTRAGAL ASTRAGAL gS7RABAL ASTRAGAL ASTRAGAL ASTRAGAL C INTERLOCK TYPES INTERLOCK INTER LQCK STILE WHANDLE BOXOUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN 011-11C] -�--1 DOUBLE EXTERIOR GLAZED M LOCKSTIfE t.__r' INTERLOCK INSINGE TER`LOCK E F PP K L L TC TA TV TW J LDDKSTILE f ASTRAGAL frxom mum SINGLE DOUBLE SINGLE 8 u P A C C SC SA SV SW SD INTERLOCK �`^�`^"^�'iJ .INTERLOCK IMERLOCK w IN (BOXOU>) TSARPO n- FIXED RR R S S FC FD FV FW A ICER o LOCKSTILE STILE p»zoup loxTwl w LOCKSRLE U ASTRAGAL _!�-�'•^^�`^� LOCKSTILE WNANDLE D M RwTcur� ryarwl CD ASTRAGALLR T U DS INTEERLOCK C � !NEA OCK U- BOX OIJT � yarovqfaoxom Tnax W ASTRAGALN T U J BOXIN w RECEISTRA VAL CT CS CF z RECEIVER a �� AL AT AS DF a.. RECEIVER A� VT VS VF ascom PRODUCT RENEWED OUi.735° as complying with tho Florid Building Code RECEIVER NOA"No. 15-1210.01 IN 135' ,n q s�C WF Bxpimtlon Data 04/14/2021 ASTRAGAL VVI D V RECEIVER BY miarmn 2 Product Control LEFT RIGHT PANEL PANEL STILE STILE. PANELTYPE"F"SHOWN. 1`ittnlnrlr'' ``���DNy LYNN e, 1) PANEL NOTES: F � �UCENSP'•. 9 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE E:: OA(LM) 10/05/15 ' No.56705 ,•"� NOTAVAILABLE. - tc "" �� J ROSOWSKI -'o: :0. 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL.CONFIGURATIONS IS 80 ® a �`•. SIT[ E o•6.-W0, ' (C F[ORMP'.•• 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.of Au7H.W2928s S �A[AI. �?�. TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE ��r IT I 1 I I „� N.VENICE,FL 34275q A.LYNN.....P.E. (941}4801600 g MD-5670.0 5 p E 153705 N--6.875 14.835 640 125 4 550 .291 061 .762 '812 Do 930 -w- . r ❑ il-1-00 IfFiA,68 F�-U-.062 1.028 rpnFlool❑ 1-1- -Eu;�tc=i f FRAME SCREW .301 J INTERLOCK CAP, (D2TRACK HEAD/JAMB 4 TRACK SILL OCOVER(PVC) ANCHOR PLATE -TRACK INSERT 10 EXTENDED POCKET 6A78 231 .060 2060 .100 1.000 262 080 8.260-- 8.250 1.435 .062 1.613 100 E r 17-1 37 1.813 T�- .06-01 11681 f -71 1�. l 3e H ❑ .100 BOTTOM RAIL @ FRAME SILL SILL TRACK P-HOOK ADAPTOR P-1100K 3 TRACK HEAD/JAMB 3 RACK SILL SUPPORT ADD-ON @ COVER 094 125 .540 291 061 221 ff1!fi6 2.141-1 10.626 .075 T c=1 ❑ "iU--1 00 2.607-1 .100 H 1.813 17-1 1.681 329 '100 @EXTENDED @ KEEPER REINFORCEMENT @ FIXED PANEL CLIP (&REINFORCEMENT rW�tp -�Hlrl I -A -t KEEPER BAR PLATE 4 TRACK HEAD/JAMB @ 2 TRACK SILL 2.838 301' 1.670 1.625 1.695 1.695 9 -2.606 '080 3A83 21�3 .099 .07D .076-- 4.635 4.279 2.833 2.368 2.768 ADO- 2-768 4,312 2.210 090 F= 2.116 -.100 .30D H, 1 2.125 'vo�= ❑ INTERIOR JAMB COVER Lf I rv-i I LE Z PRODUCT RENEWED .110 .120 1- .182 .126-L.41--.182188 1.876 2.291- ADD asCOMPI& With the Florida ,,ag @ TOP,BOTTOMBOTTOM INTERLOcK,3oD @ INTERLOCK.400 @ASTRAGAL @ EXTENDED POCKET @INTERLOCK @PANELSTILE.TOP Do AND STILE AND STILE REINFORCEMENL REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER @ ASTRAGAL ADD-ON AND BOTTOM RAIL NOA-N- 15-1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Dato 04114/2021 REINFORCEMENT 1-� sy 3.452 3.326 1--3.345 NOTES: Mlaml-D Product Control 919 1)SEE SHEET 4 FOR 3.20 3,713 c SILL RISERS. I' R3;1'5 .060 ADD :1.125 li 46 1472 .125 9 2175 .0416 1.600 3.247 2)SEE SHEET 20 1i 9 FOR SCREEN PARTS. .B70 --Pl m--- -A 1.170 A .300 1 135°CORNER @M*CORNER 135'CORNER @135*CORNER @QV CORNER 90'CORNER 41 90' 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP. ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR gi LYMAF V2- 1 .912 110 -1. .262 .173 .0 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 No.68705 65 161 .062 1.2$1 1261 1.261 1.261 %-I J ROSOWSKI EXTRUSIONS -: @7116' X1.28i MS' @1-1/1011 831-1116'f 1-3/1 SQUARE BEAD BEVELED BEAD OGEE BEAD OGEE BEAD BEVELED BEAD CERT.OF AUTH.#29208 1 1070 TECHNOLOGY DRIVE 10NAL. as 111111,101 N.VENICE,FL 34275 A.LYNN Musp,P.E. (941)-480-1600 SGD-suoill NTS I MD-5570.0 jji PAISM705 66, 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT TYPE A BED PANEL%�' INSTALL JAMB& HEADER ASSEMBLY ONK 64 AT E BLOC INI INSTALLATION, STiLE SUBSTRATE,SEE BLOCK , TABLE i EACH INTERLOCK TABLE A,SHEET i ATASTRAGAL.INSTALL 99(3)ffl0x ONESLOCKTHAT 1.6"SMS SPANS BOTH PANELS. go(3)#8 X FIXED PANEL CLIP9 PANEIN STALL ONE CLIP AT THE 23L MIDSPAN OF EACH FIXED (2)114" CLIP X 2-114"SMS PANEL-TO-FRAME JAMB LOCATION, ff8xl" sms i BAR cbvER (4#10 22 -BAR REINF X 2'SMS 08 x 1-114"SMS KEEPER I Do JAMB TO KEEPER TO JAMB SILL ASSEMBLY t ATTACHMENT LOCKING JAMB PRODUCT RENEWED as oompIz with the Florida REINFORCEMENT PLATE Building In Code ATTACH WITH#8 X 1-1/4' 4-PANEL,2-TRACK KEEPER is NDA-No. 15-1210.01 @ 34-12"MAX O.C. OXXX SHOWN Expiration Date 04/1412021 By Miami-Da duct Control 2"SMS W INTERLOCK INTEMOR CLIP COVER ti INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 1146 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL #lox 3)SEE TABLES i&2 FOR REINFORCEMENT REQUIREMENTS. 'PLYNAt�........�Ifll� SUPPORT it 2-112 SMS 4)CONTINUOUS ANCHOR PLATE,ITEM 0,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, (2)#l0X1-SMS THROUGH SUPPORT, VINYL SLIDING GLASS DOOR NOA(LM) 11101051151 No."s-105 INTO PANEL #10 x PANEL ACCESSORIES INSTALLATION J ROSOWSKI 93 1-1/2"SMS ASSEMBLY vc INTERLOCK SILL RETAINER si-f r ALL PANEL CORNERS CERT.0FAU7H.#20298 Como CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 342750111 NTS MD-5570.0 AAY1'N'N LLER.P.E. L21-1Y480-1600 SGD-657 I ril 111 19 OF 21 1141 .......P-EA60705 ... I BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: El1 3 6 f 1 00 3 s 123 132 128 06 102 8 103 & '133 tYf H78 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE its 102 121 32 731 IQ$ &R& I El ill F iOD 3 5 1 11 lie HORIZONTAL SECTION EXAMPLE It 120 122 104 102 HORIZONTAL SECTION 1.081 EXAMPLE 1,202 1.778 1.778 035 .875 .876 1 r 1.020 .050 .050 , .046 B ( SCREEN CRN SCREEN FRAME (SISIDE RAIL. ISASTRAGAL OX0 RAIL LATCH ADAPTER L 1--.062 LN 93 1.003 91 - PRODUCT RENEWED 100 TOP BOX SCREEN R m reng with the Flovidn I RAIL am 0 1.435 ullding a to TOP RAIL 11 ('031 BOTTOM RAIL BOX [—.726 + OA-No. 451210.01 i27 .765 .782 i)Expiration .toO4/1412021 OR f:-_�41—.040 Br / 11 114 1593 128 .062 hvaml-Oaaa duct caatrol t01 -&Rs -11.373 r— I SCREEN VINYL tea E SILL 4 0 .063 2 (BASTRAGAL SCREEN ,055 18j33 &.@ ADAPTER ADD-ON 424 0 .�r :u c:I V062 ff 103 (RBOXSCREEN Q SCREEN &SOCXREEN OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION EXAMPLE NOTES: LYNN ........... 1.306 1.487 I)ALL DIMENSIONS IN INCHES. .V .055 ---1 '11AS70 z VINYL SLIDING GLASS DOOR NOA(LM) 10105115 No.511705 1.510�o— I :: SCREEN DETAILS J ROSOWSKI 14 11,211 X BOXSCREE N HEAD N OXSCREEN SCREEN B OX SASTRAGAL &SILLADD-ON SBAnD JAMB ADD-ON ADAPTER CERT.OFAJTH.#2929s 1070 TECHNOLOGY DRIVE 70NAI N.VENICE,FL 34275 "1 I(941)-480_1600 13C3DS570 NTS 20 OF 21 RIF MD-5570.0 Ps. TABLE C: TABLE D:BOX SCREEN # Pert# Description Materiel # part Description Material # Part# Description Material 1 19001 271reck Haad/Jamb R191d PVC 42 19086 Slo Wser-(2-112') 6063.76 Alum 10D 122W Box Screen Top Rall 608376 A 2 19002 2.71ack Sill Rigid PVC 43 19022A Sill Rlser-(3.112) 6063.76 Alum 101 12267 Box Scroon Bottom Rall 606376 Al 3 19025 3-Track HeadUJsmb Rigid PVC 44 1D023A Sill Rlser-(4.1116') 6083.78 Mum 102 12268 Box Screen Side Roll 606376 A 4 19028 3-Track SIO Rigid PVC 45 19024A SID Riser-4-6/8 6DS3-T6 Alum 103 64428 Box Screen Interlock 6083 TB Al 6 19027 4 crack Head/Jamb Wgid PVC 60 718NBW .187°x.320"Finsaal(Sloe) 104 17347A Box Screen Snapon Bug Flop 6063 IS A 6 19028 4-Track Bill Rigid PVC 61 71895K 1-112'x 1"x 3/4"Fill Seel Dust Plug 105 84345 Box Screen OXO Astragal Adapter 6063 T6 A 7 iWD9 Frame Screw Corer Rigid PVC 62 71696 Dust Plug 108 17349 Box Screen Aekegol Adopter 60B376A a 18031 Anchor Plato 6083-7B Alum. 60 419041 Interlock Glp Cover PVC 107 .19039 Box Screen Frame Sig Add-on 6063 76 A 9 19007 Muck Insert 6063•TSAIum, 61 70163X Tandem Roller Assembly SS Ilia 19038 Box Screen HeadUamb Add-on 8083 TBA 10 19084 interlock Cep-Extended Pocket Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 720X1X #1420 x VMS @ T Rall SS 11 18038 Bottom Rall Support 6083.78 Aum 63 78XT6FP7X #B x 314"Ph.FH SMB @ Roller&Reint SB 110 72DX112X #1420 x 1.12'MS @ Bottom Reg SS 12 ism OulerSgCoyer 6083-TBAlum. 64 419042 FremeHeaderBlock Nylon 111 717030 Wat ,.270 x.160'-RnSeoi 13 19011 Sig Tuck Cover Rigid PVC 85 48052 Roller A4 Hcla Plug PVC 112 61805K Welp,.187"x.600'@ Bug Flee 17 19032 JP-Hoak Adapter 6063.76AIum 88 44386 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Ion_ 18 i9020 IP-Hook 6083-TBAlum. 67 76X114FPTX #Sx 1414"Ph.FH SMS@Bumper Stop SS 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6083•TBAum 68 716960 SOI Plug PVC 116 wries Screen Lacking Herdoare Steel 20 IDD29M Keeper 8063.76 Aum. 68 78186X Geminl Mortise Lack w/long Tdm plate SteeOSS 118 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cotler Wgid PVC 70 71032X1FPFX 10.32 x 1"Ph FH MS @ Lock SS 117 76X1PPA #6 x 1"Ph.PH SMS Steel 22 19030 Relnfdroement Bar 60D5-76 Aum. 71 Vedas Handle Kit Cost Imo 718 1682/3/4 Soman Spline-.IW'&.185" Vinyl 23 19037M Fixed Panel Qip 5063-T6 Alum. 72 19054 Interlock Retainer Gi Nylon 119 1016C7D Screen doth Fiberginse 24 19D35M Reinforcement Plate 6063.70 Alum. 76 Kommerling 4SO TPS Spacer System TABLE E:STANDARD SCREEN 26 10017M TbR Rag,Bottom Rell and Locketile 6005.76 Alum. 78 Quenex Super Spacer nXl with Hot Melt Butyl Sea Sheat 28 iSM Reinforcement Corrrpos118 77 QuanOX Weasel at for # Part# Description Material Meterlsta 120 12033 Screen Frame Rel] 8083 T6 AI 27 19018M Intedi`,ck.300 Refiforcement,Std. 6005.76 Aum. 78 Cardinal XL Edge Spacer 28 19DISM krlertdck ADD Reinforcement,HD 6005.76Aum 79 Dow Corning 995 or GE-7700 Backbadding SRDcone 121 12026A Screen Frame-Side Roll(Latch) 6083 T5 A 29 19019M Wings!Reinforcement 6006T6Alum. 80 19090 711W Square Bead Rigid PVC 122 17363 Screen OXO Astragal Adepler 606376 Al 90 19083 Extended Pocket Interlock Adaptor 6063.78A1um. 81 WW'Beveled Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 31 19008 Inletl6ek Adaptor Rigid PVC 82 19044 1-1116'Beveled Beed Rigid PVC 124 190128 Frame SID Scroon Add-on 6083 TO A 32 19008 Aelmgal Add-on Wgid PVC 63 19046 1.116'Ogee Bead Wgid PVC 125 BFP95K Bug Flap,85+1-6 dura. Vinyl 33 19004 Ponel,Stile,TopiBottom Reil Wgid PVC 84 19018 13116 Ogea Beed Rlgld PVC 126 78X112PSATS #8 x 1-12'Ph.PH SMS(Assembly) SS 34 IB040 interl¢rJamb Cover 6063.76 Alum. 65 71726K Selling Block IWx4"x1116',85+1.6dura Neoprene 127 712027 Comerl(eyWheelAesembiy(Standard} Nylon 35 19078 135•Omer Astragal 6063•TUAlum. 68 71728K Setting Block I"x W x 1118",05+/-6 duro. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS 38 19077 135'Corner Astragal Passhe Mount WeXIB Alum. 90 781PSTX #8 x 1"Ph PH SMS @ Frame Assembly SS 129 varies Screen Laking Hardware Steel 37 19079 135 Garner Astragal Cep-Ext. Rigid PVC 91 7OX114PHPT41OX 98 x 1.114"Ph.PH SMS @ Relnt Bar SS 130 710X14PPSDAX #10 x 314'Ph.PH SMS @ Screen AsL SS 38 180(10 135`Comer Astragal Cap-Int. Rigid PVC 92 710X1PHPT1&8X #10 x 1"Ph.PH SMS @ Roll Support SS 131 70X12PPSMSX #8 x 112'Ph.PH SMS @ DoorAst. SS 39 19078 9D•Comer Astragal 6063-TBAIum 93 71OX115PPX #10 x 1.112'Ph.PH SMS @ Fkd.Pat 01p SS 132 1692/3/4 Screen Spline-.145• Vinyl 40 18001 90"Caner Astragal Cep-Ext. Rigid PVC 94 710)2.6PHPT18.8X #10 x 2.112"Ph.PH SMS @ ReInt.Plate/Aet. 88 133 1B18C20 18creen Cloth Fiberglass 41 19082 90"Comer Astragal Ca -Int. Rigid PVC 85 71420X2.25FPFX #12 x 2114"Ph PH SMS @ Hdr.Block SS 96 710X1.76PPX #10 x 1-W V'Ptr.FH SMS @ Keeper SS 97 710Xi4PPX 010 x 3/4"Ph.PH SMS @ Ext Pkt.Int. SS PRODUCT RCDP lilding aRENEWED ithh the Florida tLYNN 4711 NOA-No. 155-1210.01 ` �Z.• Expiration D 0411412021 :' �r VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 sy x No.58705 = Miami- Product Control p� PARTS LISTS J ROSOWSKI �.D � -(ri � 0'• STAT -/: `. CERT.OFAUTH.#20288 `�s"•..tO...... .•.G.\`. NOTES: 1070 TECHNOLOGY DRIVE 1)ITEMS#14-16,46-49,53.59,73,74&87-89,98&99 ARE NOT USED AND N.VENICE,FL 34275 ARE NOT PART OF THIS APPROVAL. a r vRE 58705,P.E (941}480-1600 SGD5570 NTS 21 OF 21 MD-5570.0 ki P.Ea aa70e THERMA�ITRU` .1n 3 THE.RMA TRU DOOR'S =�mW° z 1 1 8 INDUSTRIAL DR., EDGERTON, OH 43517 TEL, (41 9)2913-1 740 74.67 MAX.FRAME WIDTH,._" 111 36A0"MAX. PANG W B o °gv13 "SMOOTH STAR'; "FIBER CLASSIC", PANEL WIDTH W/ASTRAGAL a g Q a m s LL CRAM r� fir m a "CLASSIC CRAFT & "'CLASSIC CRAFT RUSTIC ; GLAZED FIBERGLASS DOUBLE DOOR INSWING/OUTSWING 'IMPACT' $ �� GENERAL NOTES � Ya, �o W 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC) g a X O X ,lay structural requirements excluding the"High Velocity Hurricane Zone'(HVHZj. o �I �� o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base ry O a a material shall be beyond wall dressing cd stucco. ; } e 3. When used in areas requiring wind bome debris protection this product compries with Section P 1609.1.2 of the FBC and does not require an impact resistantcovering:This product meets missile 0 level,"D"qnd'includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.4 of the FBC. i 4. For 2x stud framing construction,anchoring of these units shall be the some as thatshown for 2x o En 8 buck masonry,construction. 0 0 . � rn G 5, Site conditions that deviate from the details of this drawing require furtherengineering analysB.by a a Ex a licensed engineer or registered architect. � TABLEOFCONTENiS u SHEET$ DESCRIPTION "SMOOTH STARK";"FIBER CLASSIC" a -. 1' Typical elevations,design pressures:&general notes "CLASSIC CRAFT 6"CLASSIC CRAFT RUSTIC F a 0 2 Smooth Star door panel&glazing:detaib s 3 Fiber Classic door panel&glaring details i g 4 Classic Craft/Classic Craft Rustic door panel&glaring details ^ C1C� FJT�'tTAti b!$IC3NlSJtSi€RI �hst�: Z ° 5 Horizontal cross sections �r are: 5/22/08: 2 6 Vertical am sections x� � # s...— -- b NflO(tf _f?tikfsiSjatL 5 ., nItttil�E scala N.T.S. '9 7 Buck&frame anchoring-2)(buck masonry construction owc.er AL, m g 8 Frame anchoring-1X buck masonry construction INSWING 74.62"'x.98:00" 21.00"x78.75 . +50.0 -50.0 X! 9 Components & 10 Bill of Materials OUTSWING 74.62"x 96:75' 21.00"x 78.75' +5Q,0 -50.0 FL-7630.4 c a Gl 2 P EXTERIOR 46 2 #9X3"PFHWS '±. !+' F g 5 W 21.00 MAX. 2 TYP.(4)CORNERS '�i ri u D.L.O. ..t 8 0p g t� 44 INTERIOR $ an J �1 HORIZONTAL CROSS SECTION X 0 s o a 1 $ a"� n v1 sa 4 1/7• � 00 CELLULAR GLAZING GLASS BITE 1 GLASSY mr�5 TAPE 1/8"TEMPERED �o " EXTERIOR GLASS $� AIRSPACE of H 5/32"ANNEALED EXTERIORkLNTEROR a a 4 GLASS .090"PVBINTERLAYER m DOOR PANEL INTERIOR (BY SOLUTIA)Smoo2 1/IrANNEALEDDOW 995 OR GLASS SIKH 552 3 SWIGGLE GLAZING SPACER N N o � � o I 1.18 Fes— 4' o b T 0- w `z --1ST"--•I 1 � � tionG1E 5 20 08 i 45 IWAIR N.T.S. P IL BO M RAIL HINGE STYLE LATCH STILE `` �..:_: .: vx.BY. AL m 2 �2 45 41 43 aa.Em LFS ; 3 2 VERTICAL CROSS SECTION °"'"MIND ND- m g 2 FL-7630.4 °o S SHEET_L of 40 w 4 G1 56 51 ;vy;riri;�1 m e N g EXTERIOR 2 49X3"PFHWS �> 3 TYP.)4)CORNERS 21.0'MAX. s �t (aaA - 54 �n 1 D.L.O. INTERIOR a �11 HOMMIM 0 L CROSS SECTION S 0 o d X 3 1/7' 0 GELLULAR LAZING GLASS BRE r 1 1"THK. m �� GLASS �CID � � AR / TAPE 1/9'TEMPERED EXTERIOR GLASS �+ AIR SPACE o o 5/3T ANNEALED EXTERIOR INTERIOR — a 4 GLASS .090"PVB INTERLAYER m D INTERIOR (BY SOLUTIA) G1 m DOW 995 2 1/8"ANNEALED PCIORPANEL GLASS 50 HberCl�a OR u; SIKA 552 3 SWIGGLE GLAZING SPACER E2 o N GI GLanNGOEran N � N •,i 6 S �1 1.21" Fes— 4.T 1" Z L�1.54" I �I I 0.34" et � Z Ig I � .• � a>E: 5/20/08 N.T.S. 8 •3: �zl}a r; DWG,IN. AL m' as er: 52 1'OP RAIL SS BOTTOM RAI! HINGE LATCHSTIIE Fe 1FS ; f-21 VERTICAL CROSS SECTION DRAWING NO. m 3 FL-7630.4 °o S N SHEET3—OF 10 5 — a i G1 2 49XXPFHWS r.+{''� 62 d2 21.00 MAX. 4 TYP.(4)CORNERS 66 D.L.O. EXTERIOR 66 g a a l9 'm e .0 ; 64 p a 'aa`ms o INTERIOR 1 s g d E � �E O v X 4 1 HORIZONTAL CROSS SECTION a 4 $ Q 0 o Z 1/r CELLULAR GLASS BETE 1"THK. �i7 m \(b GLAZING TAPE GLASS W� yCo 4�y�� 1/8"TEMPERED EXTERIOR GLASS p ?: AIRSPACE .:: 5/32'ANNEALED EXTERIOR INTERIOR ao DOOR PANEL 4 GLASS Classic Croft& .090"PVB INTERLAYER m �Craft Rustic INTERIOR (BY SOLUTIA) Gl Q DOW 995 2 1/8"ANNEALED OR GLASS N SIKA552 $ SWIGGLE GLAZING SPACER {a z c o 0 GL GLALNGDEfAfL N o � ti o` +1.49" 4.13" �� :�'i",,�':i o.w, I1.4e• -I I 61 Q we 512 B 1 ``' 1 65 swF N.T.S. 1. ,e NINGE S►YLE LA7CH 511[E J OWM BY. AL m 62 TOP RAIL BOTTOM RAIL CKK,BY; L.FS 3 2 VERTICAL CROSS SECTION m 4 FL-7630.4 0 a sf�T 4 OF>Q O 1 eE NOTE 6 6 1. (12)OF ITEM#4 ASTRAGAL RETAINING 60 50 C n SCREW LOCATED®3/4',7',3-1/4, 9 4-1/7',1 B-7/9",37-1/4 57-719. 40 10 H v tl ' .�''� % ; 76-3/9",90-3/4",97',9X&94-1/7' / / INTERIOR FROM TOP OF ASTRAGAL �/� �/� t m—O•o d o H Z m eoLCE 0 Xz -6�z 21 3 8 �oog� V 1 o X X 4 z 5 5 5 EXTERIOR 7 e `� 17 0 8 d //� 20 o i i o O z u3331 0 �U D � A �w tea' °e"u) 1-1/4"MIN. � =o I-1/B'MIN. 3 4 5 EMB.(TYP.) 1-1/4"MIN. lg-(lYp,) 66 6 4 HORIZONTAL CROSS SECTION fig' ') �I o E J $ Shown w/1 x sub-buck E o a �m L C9 50 60 60 50 27 60 50 9 C L 10 40 SEE NOTE 1 10 `T 70 INTERIOR 40 K 4 INTERIOR 1p • O G cs o N 4 P O m IInI1 a � OI/IJI' 7 EXTERIOR 7 EXTERIOR 7 N S 8 g 96 8 ^w z as L L Z ZU 20 ° Im 5122108 i a: p 0.15° 0.15" D o Sr 1c, N.T.S. CSINK CSINK owc m. d B VYP') ') B cm m LFS r11 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION °P""W.N0'` m a $ Inswing shown-Oustwing also approved $ hswing shown-Oustwing also approved $ Inswing shown-Oushving also approved FL-7630.4 S SHEET 5 of 10 R:\1-Pm1ects\Project FDlders\Pmi 1001-1100\pf1007\2010 F5L\FL-7630.1-.5.dwg,6.4 m pr 1-114-MIN. o A EMB.(TYP.) O 0m a.° g o . ca on P W 7O _ k, y c} 3y _ m_ [7 e�C�'SF O Z IO co °a O � Q O kY. ` W A U a V 1-1/4"MIN. 1-1/4"MIN. m EMB.(TYP.) EMB.(TYP.) 0 0 7O '! .0 a P �;u - O 0 o �n o O O Z ` P 1-1/4'MIN. EMB.(TYP.) 09 m O. A O O O P N M ° a Omv An 7Q S 7O O V X^ Z A m o y >P A O 22 O c O O� e A Z m v o° ' Z m 1-1/4"MIN. EMB.(TYP.) Q PRODUCT: Document.Prepared By: UIIDING CONSULTA M INC. THERMA—TRU vl GLAZED FIBERGLASS DOOR J1. P•o. Ba■23o valloo FL 33595 1- 14 Phone No.:B13.E59.9197 61 2 N Fforido Socrd of Preofi1-1 Engineers w`' r y n1 PART OR ASSEMBLY: G 0 to p 1 6 11 12 UPDATE TO 2010 F13C JK rtitiwte Of Aut]rorlmtlon No.9013 Engine- 18 {' 00 140. O DATE BY CROSSSEC ONS REVISIONS Lyndon F.Schmidt.P.E No.43409 ®2009 R.W.BUILDING CONaULTANTB INC. �2 31 T 6", SEE 0 DEFAIL I z *�ASTRAGAL TYP.HEAD& zil�k,,* TYP.HEAD OPENING JAMBS MASONRY7 &JAMBS SHOWN FOR MASONRY OPENING REFERENCE II z z FRAME-/ 2X BUCK-,,,., z 0 0 28 Y F 2X BUCK TYP.SILL ofd Wn SEE HINGE II DETAIL SEE II 27 :E m DETAIL 2] iT LATCH&DEADROLT DETAIL o x Nc mal o coca BUCK ANCHORING HiNGEJAMR FRAME ANCHORING ASTRAGAL Masonry 2X buck construction K 97 ui1010 0 CONCRETE ANCHOR NOTES: p 1.Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. Z Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortarjoints.Concrete anchor locations noted as"MAX.ON CENTER"must be DETAIL I o- 6 adjusted to maintain the min.edge distance to mortar joints,additional concrete HINGE DETAIL 3 anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 97 :1 3.Concrete anchor table: . ........ to ................................................................... ..:FARkI... .............. —0 o ........... ...................................I.......................... .................................................. ........................................................................................................ z A . .............................................................................................. ............. DAM 5/22/08 z ol, ITW 1/4' 1-1/4" 2-11T 3" SCAM N.T.S. DVM Tf. AL ELCO 114- 1-1/4- r ASTRAGAL cm Bf. LFS DETAIL 2 BOLT HOLE G DEMIL 2 'IF 17W 3/16" 1-1/4" 2-51W 1-1/4' Outswing hewing FL-7630.4 a a sHw 7 or 10 0o • 28 z ns °o SEE 1 11 I I II F iso e$ u m yZz - DETAIL - R $,_, i MASONRY TYP.HEAD& D 9 S E 4 0 OPENING - JAMBS tt 27 a � Ti o° FRAME-/4' E ^O LATCH b DEADBOLT DETAIL x — o Y 1X BUCK - z F o - mo N SEE DEWL _ TYP.SILL _ A z� SEE 9 o$ DETAIL 2m m U 10 10 � 7aSz H a10 HINGE JAMS FRAME ANCHORING ASTRAGAL Masonry 1 X buck construction m ra 97 HINGE DETAIL s 0 U N • • • • Z O O N G p N �j g CONCRETE ANCHOR NOTES: DETAIL 1 1.Substitution of equal concrete anchors from a different supplier may have ditterent edge a T-- distance and center distance requirements. 97 3 S 2 Concrete anchor locations at the comers may be adusted to maintain the min.edge distance to mortarjoints.If concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors o may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. • • • • z 3.Concrete anchor table: z o° 4flffOR;; ii::A11I!I::>ts'::;:4..1.c:i::. . . .. N'.:. ;,.: 1 ::f1 RATJG'PtTO':'t>: Dnp: 5122108 z TYPE.:i �.`.: ::'?EMBEOINEM:<i.. It6A5i..1VR1'EPC ... APIA �I�IIANCHG?R... N.T.S. s ......•.......................:.::.............................................................. :.. ASTRAGAL 3 .......................................................................................:::..................::::.......-::::::...........:.::. DETAIL 2 BOLT HOLE G DEIAIL2 Dxn e+`• AL m ITA 1/4" 1-1/4" 2-1/Y 3" Outswin Intwtng cwc Dr. LFS 3 g WAWWO 110.1 d a ITW 3/16" 1-1/4" 2-5/8" 1-1/4" FL-7630.4 0 swan 8 DFL S a 1 AT ^� 137 4563" Tom—I{— I o n 3 7.75' p y ••{ c 236"� �:.;�ay.'{,:•.. ..•�`,2: z oo S E iI UfEFRAME v(Y'v.;,r✓{.-m(rp:, Laq:- 3 3.. c AWm. ANm. z m E 8 HEADdSfDE o 9 d o q ' i9 20 Jamb a m d`a dS `a INSWING MONUMENTAL s " oAdjustableltveshold - t`—III 5.77 0 I M FRAME TRIM Imo—4563' 3 OUISWING m n 18 Thresholdj5 ME �W INSWINldG ADJUSTABIE I o Threshoo c, 0.126- r— a ❑ �m 5.87" Fes--4.56"---moi Jlull "' N d 31 O WING THRESHOiD 1.91" J_ °'+r= 3i1> w_c vA N Coastal o � 0 E; ASTRAGAL 37 Threshold INSWIN s SELF ADJUST 96 � c IL d z 9 5133 SJS 5.83" jFF= �`.V. GTE 5120108 i �JT•ri..�1�'�`<t�, -.+'.S4i;�4�-iY,.� ` J:�.• t [ Y nnRJY.Y �Y>:%3. - �1,, +{�;'v,.•�:?�Y,r.zj�'. � •.�. 'r.•S? SutE: N.T.S. A Dnc-Sr. AL a Q INSWING axc BY.. LFS 3 Ng 33 ifreshold 1 WING IMPERIAL +� m hi �11NSWINGCSADJUSTABIE 7 FL-7630.4 _ Thsashold a MW 9 ova 5 a BILL OF MATERIALS ITEM DESCRIP170M MATERIAL ITEM DESCRIPTION MATERIAL ° e N g A 1X BUCKSG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR i B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC C MAX.1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITEoa-o = D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOODAVL =g a MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 44 HINGE STILE WOOD 2'o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL COMPOSITE $R e F I/4"X 1-3/4"PFH TTW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC - 15. R< S o H 114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC a m a a m g a I 114'X 2-1/4'PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE a z J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL S K #8 X 2-1/7'PFH WOOD SCREW STEEL 54 HINGE STILE WOOD g L #10 X 2-1 7'PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE 1 EXTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM 2 INTERIOR LTTE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT 8,CLASSIC CRAFT RUSTIC ao 3 UTE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC 0 4 #10 X 1-1/7'PFH SCREW STEEL 62 TOP RAIL COMPOSITE v, 7 MEDIUM REACH COMPRESSION WEATHER-STRIP HERMA-TRU FOAM 63 LATCH STILE WOOD/LVL `� 8 LONG REACH COMPRESSION WEATHER-STRIP HERMA-TRU FOAM 64 HINGE STILE WOOD m 9 4'X 4"HINGE.097"THK. HERMA-TRU STEEL 65 BOTTOM RAIL COMPOSITE g� o 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 66 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM c '" 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 96 COASTAL ALUMINUM ASTRAGAL 6063-T5 HERMA-TRU ALUM. o m 18 THRESHOLD OUTSWING HERMA TRU ALUM./WOOD 97 ASTRAGAL STRIKE PLATE STEEL o �, 19 HEADER JAMB 4.656"X 1.25"THERMA-TRU,PINE SG>=0.42 WOOD a a 20 SIDE JAMB 4.656"X 1.25"THERMA-TRU SG>=0.42 WOOD 21 DEADBOLT-KWIKSET SIGNATURE SERIES 780 STEEL m 27 LATCH STRIKE PLATE STEEL 0 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM.COMP. 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. z 35 INS WING THRESHOLD ADJUSTABLE ALUM./COMP. o g 36 INSWING THRTSHOLDADJUSTABLE ALUM./COMP. N LL 37 INSWING THRESHOLD SELF ADJUSTABLE ALUM./COMP. 38 INSWING THRESHOLD IMPERIAL ALUM./COMP. a z ^Q F z e �Z o ooh: 5 22 08 zo ILL Saar: N.T.S. M.or AL 'm d cwt BY. LFS MVANG NO.: ¢ FL-7630.4 0 g sNMr10 OF 0