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Home My WebLink AboutProduct Approval �- Ft C7 C F --2-017 �pERM, jT-f`MG St Lucie County,FL Property Information Building Information Owner: Kyle Starkey t Wind Zone: 170 MPH. Address: 10200 S.Ocean Drive#403 Exposure Category: D Jensen Beach,FL 34957 Minimum Building Dimension: 6 ft. Mean Roof Height: 72 ft. Risk Category: I1 Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in)� Height(in) Elevation(ft} Pressure(psf) Pressure(psf) 1 Int 36 37 52 52.6 2 Int 106 84 52 47.8 -51.7 3 Int 58 80 _ 52 50.5 -53.6 4 Int 25 61 52 52.6 -55.1 5 Int 25 61 52 52.6 755.1 -- 6 Int 25 61 52 52.6 -55.1 7 Int 36 37 52 52.6 -55.1 8 Int 36 37 52 52.6 -55.1 9' Int 7 52.6 -55.1 PIQUji �,.��+�G E 1i j a�.�•f`�i r $ st�tE of w 3 ONA�'"air a Prepared in accordance with:ASCE 7-10.Chapter 30.WindLoads-Components and Cladding.51h Edition(2014)Florida Building Code. Page I of I Page 1 of 4 v ,fj 1�of 1 I= f%q Find Next * fA} c :rr. NFRC Report -.MiCT CCTOI:4ETF.�h•GTVI Quote# 605392 PO Number: Starkey Job Name: Starkey www.pgfndustries.com Job Address: Line# Item Description Quantity Location 0001 SH6400 VINYL SINGLE HUNG 5400 Ordered: 1 (3.00) .,35.75X37.X.,STD,5/8"FL,B/W,EQUAL,IG,CL,ARG,SB 70XL,NO 1.00 GRID,SWEEP,1816K CMFRT LFT HNDL,.x. Certification Type:MIAMI NOA Selection:16-0714.04 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM =" Size Ref:ACTUAL Width:35 314 Height:37.0000 Actual Size:35 3/4 X 37 rr Rough Masonry:37 112 X 38 Wood Frame:36 X 37 1/4 _ Egress:31 1/2 X 13 7/8(3.028 SOFT) Frame Color.Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO Glass Family:Insulating - Glass:3/4"IG(118 AN-1/2 ARG-118 AN) Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:TB Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Reinf.Upgrade:None Acc Glass Breakage:N Vent Ht:18.1430 CARM 16 0714.04 PositiveDesignPressure:50.0000 NegativeDesignPressure:100.0000 PANumber:FL-239 EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2900 SolarHeatGainCoeff:0.2100 VT:0.4900 VTCOG:0.6400 0002 SGD5470 VINYL SGD SERIES 5470 Ordered: 2 (1.00) .,106.75X79.5,BYPASS,3P2T,OXO,STD,2.5,B/W,TIG,GRAY,ARG,S 1.00 B 70XL,NO GRID,ALL,.x. Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-1210.02 Door Configuration:BYPASS Pnl/Trk-.3 Panel/2 Track Panel Configuration:OXO Panel Stack:STD Size Selection:CUSTOM Width:106.7500 Height:79.5000 Actual Size:106 3/4 X 79 1/2 Calc Track Length:106.7500 Frame Color:Bronze Exterior/White Interior Sill Riser Height:2.5000 Does unit need to meet Turtle Code:YES Glass Family:Insulating Argon Gas:ARGON Glass:1 1/16"IG(3/16 TMP-11/16 ARG-3116 Glass Color:GRAY Low E:ENERGY SHIELD MAX Glass Spacer Type:TB Grid Type:NO Grid Screen Panel Type:NONE Panel Opr Rir:Steel Tandem Panel Fid Rlr.Steel Tandem Acc Glass Breakage:N Handle Type:RAISED/RAISED Handle Color.KW Lock/Handle Location:STD Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:C.SGD5470 Boxing Options:None Add Panel Reinf.:N Send frm w/snap on Nail Fin:N CARM 15-1210.02 TC1:Meets the requirements TC3:ordinance for TC4:marine turtle protection PositiveDesignPressure:38.7000 NegativeDesignPressure:92.9000 PANumber:FL-251 EnergyStar:NONE CondensationResistance:58.0000 UF:0.3200 SolarHeatGainCoeff:0.1800 VT:0.2400 VTCOG:0.3600 f 0003 SGD5470 VINYL SGD SERIES 5470 Ordered: 3 (2.00) .,58.75X79.5,BYPASS,2P2T,XX,STD,2.5,BM,TIG,GRAY,ARG,SB 1.00 70XL,NO GRID,ALL,.x. Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-1210.02 Door Configuration:BYPASS Pnl/Trk:2 Panel/2 Track Panel Configuration:XX Panel Stack:STD Size Selection:CUSTOM http://ww2.exoquote.com/exoquote2/Reporting/(S(d 1 hv-ogztyf5 ip 1 vn4gagej xr))/ExoReport... 1/17/2017 Page 2 of 4 Width:58.7500 Height:79.5000 Actual Size:58 314 X 79 112 Calc Track Length:58.7500 Frame Color.Bronze Exteriorwhite Interior Sill Riser Height:2.5000 Does unit need to meet Turtle Code:YES Glass Family:insulating Argon Gas:ARGON Glass:1 1/16"IG(3116 TMP-11/16 ARG-3/16 } Glass Color:GRAY Low E:ENERGY SHIELD MAX Glass Spacer Type:TB Grid Type:NO Grid Screen Panel Type:NONE Panel Opr Rir.Steel Tandem Acc Glass Breakage:N Handle Type:RAISED/RAISED Handle Color:KW Lock/Handle Location:STD Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:C.SGD5470 Boxing Options:None Add Panel Reinf.:N Send frm w/snap on Nail Fin:N CARM 15-1210.02 TCI:Meets the requirements TC3:ordinance for TC4:marine turtle protection PositiveDesignPressure:38.7000 NegativeDesignPressure:141.8000 PANumber:FL-251 EnergyStar:NONE CondensationResistance:58.0000 UF:0.3200 SolarHeatGainCoeff:0.1 B00 VT:0.2400 VTCOG:0.3600 0004 SH5400 VINYL SINGLE HUNG 5400 Ordered: 4 (4.00) .,25.25X61.25X.,STD,5/8"FL,B/W,EQUAL,IG,GR,ARG,SB 70XL,NO 1.00 GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type:MIAMI NOA Selection:16-0714.04 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:25.1/4 Height:61 1/4 Actual Size:25 114 X 61 1/4 Rough Masonry:27 X 62 1/4 Wood Frame:25 1/2 X 61 1/2 Egress:21 X 25 111(3.787 SQF) Frame Color.Bronze Exterior/White Interior Does unit need to meet Turtle Code:YES Glass Family:Insulating Glass:3/4"IG(1/8 AN-1/2 ARG-118 AN) Argon Gas:ARGON Glass Color:GRAY Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:TB Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Bobng Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Reinf.Upgrade:None Ace Glass Breakage:N Vent Ht:30.2680 CARM 16-0714.04 TC1:Meets the requirements TC3:ordinance for TC4:marine turtle protection PositiveDesignPressure:50.0000 NegativeDesignPressure:100.0000 PANumber:FL-239 EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2900 SolarHeatGainCoeff:0.2200 VT:0.3300 VTCOG:0.4300 0005 SH5400 VINYL SINGLE HUNG 5400 Ordered: 5 (5.00) 25.25X61.25X.,STD,5/8"FL,B/W,EQUAL,IG,GR,ARG,SB 70XL,NO 1.00 GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type:MIAMI NOA Selection:16-0714.04 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:25 1/4 Height:61 1/4 Actual Size:25 114 X 61 1/4 a Rough Masonry:27 X 62 1/4 -Wood Frame:25 1/2 X 61 1/2 s Egress:21 X 25 1/1(3.787 SOFT) Frame Color.Bronze ExteriorA'Vhite Interior Does unit need to meet Turtle Code:YES Glass Family:Insulating Glass:3/4"IG.(1/8 AN-112 ARG-1/8 AN) Argon Gas:ARGON Glass Color.GRAY Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:TB Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Reinf.Upgrade:None Acc Glass Breakage:N Vent Ht:30.2680. CARM 16-0714.04 TC1:Meets the requirements TC3:ordinance for TC4:marine turtle protection PositiveDesignPressure:50.0000 NegativeDesignPressure:100.0000 PANumber.FL-239 EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2900 SolarHeatGainCoeff:0.2200 VT:0.3300 VTCOG:0.4300 0006 SH5400 VINYL SINGLE HUNG 5400 Ordered: 6 (6.00) .,25.25X61.25X.,STD,5/8"FL,B/W,EQUAL,IG,GR,ARG,SB70XL,NO 1.00 GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type:MIAMI NOA Selection:16-0714.04 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:25 114 http://ww2.exoquote.com/exoquote2/Reporting/(S(dlhvpgztyf5ip 1 vn4gagejxr))/ExoReport... 1/17/2017 Page 3 of 4 Height:61 114 Actual Size:25 1/4 X 61 1/4 a Rough Masonry:27 X 62 1/4 Wood Frame:25 1/2 X 61 1/2 Egress:21 X 25 111(3.787 SQFT) Frame Color.Bronze Exterior/White Interior as unit need to meet Turtle Code:YES Glass Family:Insulating Glass:3/4"IG(1/8 AN-1/2 ARG-1/8 AN) Argon Gas:ARGON Glass Color:GRAY Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:TB Grid Type:NO Grid Screen Type:1816 Charcoal .. Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Reinf.Upgrade:None Acc Glass Breakage:N Vent Ht:30.2680 CARM 16-0714.04 TC1:Meets the requirements TC3:ordinance for TC4:marine turtle protection PositiveDesignPressure:50.0000 NegativeDesignPressure:100.0000 PANumber:FL-239 EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2900 SolarHeatGainCoeff:0.2200 VT:0.3300 VTCOG:0.4300 0007 MULL MULL BARS Ordered: 4,5,6 (9.00) 61.25,.625FLANGE,SERIES 5400,MULUCVR/CLPS,2 2.00 Product Family Series:5400.0000 Certification Type:MIAMI NOA Selection:16-0218.03 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:61.2500 Frame Color:B1W Packaging Options:N 0008 SH5400 VINYL SINGLE HUNG 5400 Ordered: 7 (7.00) .,35.75X37.X.,STD,5/8"FL,BIW,EQUAL,IG,CL,ARG,SB 70XL,N0 1.00 GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type:MIAMI NOA Selection:16-0714.04 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:35 3/4 7. Height:37.0000 Actual Size:35 314 X 37 ~> Rough Masonry:37 112 X 38 Wood Frame:36 X 37 114 Egress:31 1/2 X 13 718(3.028 SQFT) Frame Color.Bronze ExtedodVVhite Interior Does unit need to meet Turtle Code:NO Glass Family:Insulating Glass:3/4"IG(1/8 AN-112 ARG-118 AN) Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:TB Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Reinf.Upgrade:None Acc Glass Breakage:N Vent Ht:18.1430 CARM 16-0714.04 PositiveDesignPressure:50.0000 NegativeDesignPressure:100.0000 PANumber.FL-239 EnergyStar:123.0000 CondensationResWance:60.0000 UF:0.2900 SolarHeatGainCoeff:0.2100 VT:0.4900 VTCOG:0.6400 0009 SH6400 VINYL SINGLE HUNG 5400 Ordered: 8 (8.00) .,35.75X37.X.,STD,5/e"FL,B/W,EQUAL,IG,CL,ARG,SB 70XL,N0 1.00 GRID,SWEEP,1816K,CMFRT LFT HNDL,.x. Certification Type:MIAMI NOA Selection:16-0714.04 Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:35 314 Height:37.0000 Actual Size:35 314 X 37 Rough Masonry:37 1/2 X 38 Wood Frame:36 X 37 1/4 Egress:31 112 X 13 7/8(3.028 SQFT) Frame Color.Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO Glass Family:Insulating Glass:3/4"IG(1/8 AN-1/2 ARG-1/8 AN) Argon Gas:ARGON Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:TB Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5400 Boxing Options:None Vent Latch:N Comfort Lift:Y Lift Rail:N WOCD:N Lock Type:Sweep Latch Reinf.Upgrade:None Acc Glass Breakage:N Vent Ht:18.1430 CARM 16-0714.04 PositiveDesignPressure:50.0000 NegativeDesignPressure:100.0000 PANumber.FL-239 EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2900 SolarHeatGainCoeff:0.2100 VT:0.4900 VTCOG:0.6400 http://ww2.exoquote.com/exoquote2/Reporting/(S(dlhvpgztyf5ip lvn4gagejxr))/ExoReport... 1/17/2017 Page 4 of 4 0010 MULL MULL BARS Ordered: 7,8 (10.00) 37...625FLANGE,SERIES 5400,MULUCVRICLPS,2 1.00 Product Family Series:5400.0000 Certification Type:MIAMI NOA Selection:16-0218.03 Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE Mull Bar Type:1.25X3.25X.625 Mull Clip Qty:2.0000 Mull Clip Type:T-CLIPIT-CLIP Size Selection:CUSTOM Length:37.0000 Frame Color:B/W Packaging Options:N PO Number: Print Date 1/17/2017 Page 1 of 1 http://ww2.exoquote.com/exoquote2/Reporting/(S(dlhvpgztyf5ip lvn4gagejxr))/ExoReport... 1/17/2017 Florida Building Code Online Page 1 of 3 +"T '�'�,.�„.^.+"l��r"�TitE�.y�rj��r��%fi'��G^'��l•"� �'S^��z`I � Larr��' :'S.Aa �' m�kB'� _ BCIS Home: Log In User Registration Hot Topics i Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links Search �J1 iud Product Approval I USER:Public User 4� �x Product Approval Menu>Product or Application Search>7Eby il FL# Application Type Code Version Application Status PR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived I Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency -- — Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dti aspx?param=wGEVXQwtDquS1Bu8CAEmBE7... 2/20/2017 Florida Building Code Online Page 2 of 3 Date Approved 09/08/2016 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0505.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02,1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party:- Evaluation Reports Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.06.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.01.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH 800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window https://floridabuilding.org/pr/`Dr_app_dtl.aspx?param=wGEVXQwtDquS 1BugCAEmBE7... 2/20/2017 Florida Building Code Online. Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.pdf Approved for use outside HVHZ:Yes Quality Assurance"Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 1S-0612.10 SMI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.pdf (NCA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Lim' Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714,04.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::-2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to .Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit.Card --- Safe i https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEmBE7... 2/20/2017 MI MADE 14IIAMI-DADS COUNTY mo 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) lvnvw.miamidndaeovlcconomv PGT Industries,Inc. 1070 Technology Drive North Venice,TL 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 AID(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"5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NP', shoots 1 through 12 of 12,dated 05115115,with revision A dated 05105116,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE L14PACT RATING:None 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 RE, herein. ASL'NEWAL 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,aadlor 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 ofthis NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dada 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 jqb site at the request of the Building Official. This NOA revises NOA#I5-0519.06 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. A bDADE COUNTY NOA No.16-0714.04 MtAM Expiration Date: July 30,2020 Sll2� ApprovalDate: August18,2016 i� ( Page I PGT Industries,.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underpreviousNOA No.15-05.19.06) 2. Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI",sheets 1 through 12 of 12, dated 05115115, with revision A dated 05105116, prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per MBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with mariced-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispaee 4SG TPS spacer system,Duraseal®spacer system,Super Spacer®NXTTM spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. ITL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idahnis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per MBC 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 11/15/14,signed and sealed by Idatmis Ortega,P.E. (Submitted under previousNOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5o' Edition(1014),dated 05115115,prepared by manufacturer,signcd and scaled by Anthony Lynn Miller,P.E. I (Submitted under previous NOA No.I5-0519.06) 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). �Iealfuv,ox_ /w� Manuel Per P.B. Product Control xa) finer NOA No.1 0714.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coNTMED) 1. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"While Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 2. 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 04116115,expiring on 04/16/20. 3. 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 04116115,expiring on 04116/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51`Edition (2014),dated May 15,2015,issued by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. (Submitted underprevions NOA No.15-OS19-06) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. (Submitted widerprevious NOA No.15-0519.06) 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. (Submitted under previous NDA No.15-0519.06) 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Clianda,P.E. G. Y— G. OTHERS 1. Notice of Acceptance No.15-0519.06,issued to PGT Industries for their Series "5400"PVC Single Hung Window-N.l."approved on 07/30/15 said expiring on 07/30/20. -.A&t 111,16?,03 A� Manudl Per Product Control 16- 4.04 Expiration Date: July 30,2020 Approval Date.August IS,2016 E-2 ANCHOGE EXAMPLE EOR 28.118"MAX.D.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 52-118"MAX.SUCK WIDTH MAX.O.C, FORARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR HFA '2"MAX.FROM HEADER(S.1.111,11.1 LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE I WINDOWTYPRS) FRAME SEAM E _4 12"MAX WINDOW TYPES) H T MAX.O.C,i DER""M q EF 3 Y/x FOR All B.S5 S 52-1/6"MAX.BUCK WIDTH 7/ 10"MAX.FROM S E SHEETS 1-1114" A SEE f"—'- 12"MAX FRAME SEAM D.SEE B&D B,SEE 30"MAX.D.C. SHEET 3t SHEET3 41 12"MAX. FIXED VISIBLE SEE r---- =-=—=r- I I - — =_— LIGHT WIDTH y 9.BE 30"MAX.D.C. SHFET4 12"MAX. 3 FIXED SHFET4 EQUALLY VISIBLE _T_ IA 'j.5TE5 EQPACED Z t! A S E—------ �12"MAX. C, SHiFT 31 SHEETS SEE EQUALLY 17 7/8"MAX.O.C.O�c. LIGHT 17.710"MAX D.C. ANCHORSPER HEIGHT EQUALLY SPACED TABLES 6&7 "'Y ANCHORS PER "A.- TABLES 6&7 MAX ANCHORS PER 1 84" SUCK 17-718"MAX.O.C. - I: 0 a4" 91.78"A TABLES 6&7 0 BUCK — MAX. HEIGHT HEIGHT VISIBLE T 10MAX. SUCK 10'MAX.D.C. 10"MAX.O.C. BUCK AS SHOWN HEIGHT HEI HT (91*78' ------ -/7 —_LT 13-3/4'MAX.D.C. L MAX.) EQUALLY /7' SASH 13-3/4"MAX.D.C. EQUALLY SPACED SPACED VISIBLE SPACED SEE ORSPER ANCHORSPER LIGHT PER TABLES 6&7 HEIGHT TABLES 0& C ANC14 1 ANCHORS R SHEETS TABLES 6&7 t 13-314"MAX.D.C. EQUALLY A A 889 -IW MAX. 6-1W MAX. W�AN.HORSATVLL M_z I !NIAIIIORIIATIILL 1-114!' NOTCH DETAILS, SASH VISIBLE NIL SEE SILL WEEP- • SE SILL WEEP- 52-118" SILL WEEP- a— SEE SILL WEEP- j NO AN(;HUKU A I WILL I a 52- NOTCH DETAILS, BUCK WIDTH NOTCH DETAILS, 52-118'MAX. —NOTCH DETAILS. V811 MAX.BUCK WIDTH LIGHT WIDTH C SHEETS SHEETS SHEET3 SHEFT4 ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP,FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH 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 75"HEIGHT SEE TABLES 6&7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES......._. ..............I 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS................................1. 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN I-112'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGIBOX ...........3 DEPICTED AS 2X ARE 1-112"THICK OR GREATER.IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL....,...._. _-,4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6,7 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE Or TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................e,9 7)DESIGN PRESSURES: EXTRUSION PROFILES............._10 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST..........11,12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS FLORIDA BUILDING CODE(FBC).5TH EDITION NOT BEEN USED IN 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 M EI3 00-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSIIAF&PA NOS-2012 FOR WOOD CONSTRUCTION PRODULTURVISUD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,AOM-2010 ."pj)iAs'Wlb the FICKV. 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOX ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZIE/UGHTER -AISI-5I00.07/82-2010 Building CudaA�ptm�N.I[G-() l4s04- '2' 0 SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIfAF&PA NOS&ALUMINUM-kb!6HMANUAL "n;4j—* 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. %" I '_�i R.vised By.• Date; Roybim. Ex pi n.t I n D.I c A)ADDED SPACERS L USER INSTRUCTIONS: JR 05/05/16 13),, ._. __""b 4". TO SHEET 11. fV0,1111,Vo a It.mi,cmili R.Ylsod fly: Data, R.W.Im 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Dripllva. Drawn By: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL M(N.REQUIREMENTS FROM THIS SHEETSET ARE MET. Ft r 1070 TECHNOLOGY DRIVE 71311-: Data: "-?l SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 N. VENICE, FL 34275 (941)-480-1600 R NOTF'.DESI GN PRESSURE RATING DETERMINATION 13 THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 71: Draw'"g N.. 6)INSTALLAS PER SHEET3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. P.E.INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN UILER, CERT. OF RUTH. #29296 SH-5400 IN'ITS shl OF 12 MD-SH5400-01 I A TRSLE 1:ALLOWABLE GLASS TYPES Frame Glees Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types options Contigs. Shapes Installation Options that may be used Type Table#I Sheet# (see Fig B) (see Table 1) (sse Fig A) (see Fig C) 1 3/4"I.G.:1/8"A Exterior Cap+1/2"Air Space+118"A Exterior Cap 4 6 ,...into 2X Wood Frame/Buckstrip-sheet 3,option 1 2 3/4"LG,i 1/8"T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap 4,5 6,7 Flange Equal-Ula, Square/Rect., Through the frame ....Into Concrete/CMD-sheet 3,option 2 GLAZING NOTES: (ry2} 1^4 Oriel/ProNew Arch Tap& of the window...... through 1XBuckslri into Concrete/CMU-sheet 3,option 3 3 3/4"LG.:3116"A Exterior Cap+318"AIr Space+3118"A Exterior Cap 4,5 6,7 "A.=ANNEALED &College Radius Top P 4 314"I.G.:3/16"T Exterior Cap+3/8"Air Space+3116"T Exterior Cap 4,5--F--6,7 "T"=TEMPERED ....into Metal-sheet 3,option 4 ....into 2X Wood Frame/8uckstrip-sheet 3,option 1 Box 1 Equal-Lite, Square/Root., Through the frame ....Into Conerete1CMLI-sheet 3,option 2 Equal-Lag 1-4 Oriel/Pmvtew Arch-Tap& (44) d Cottage Radius-Top of the window...... ,,,,through 1X 8uckstrip into Concrete/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into Metal-sheet 3,option 4 Min.Edge Mtn. 'MIN.OF 3THREADS Through the ....into 2X Woad Frame/8uckstrip-sheet d,option 5 Group Anchor Substrate BEYOND THE METAL Eq q Equal-Lite, S aero/Rech, Distance Embedmont" SUBSTRATE.FOR J-Channel Integral 6o---••• ....Into Metal-sheet 4,option 7 P.T.SoUthem Ping 5 =G.55 7118" 1-3/8" STEEL STUDS, (N7 1-4 Oriel/Proview Arch-Top 8 ( ) ) 8 Cottage Radius-Tap Through the frame ....Into 2X Wood FremalBuckstrip-shoot 4,option 6 SteelA36" 318" 0050" #10 SMS MIN.Fu-45 KSI& otthewindaw...... •,..into Metal-sheet 4,option 8 (steel,16.8 S.S. , , MIN.Fy=33KSL or 410 S.S.) Steel Stud,A653 Gr.33" 3/8" 0,0451"(18 Ga.) Through the ...Into 2X Wood Fmme/Buckstrip-sheet 4,option 5 A Aluminum,6063-T5" 3/8" 0.050" "UNGROUTED CMU" Integral Fin Equal-Lite, Square/ReoL,Integral fin...... ....Into Metal-sheet 4,option 7 P.T.Southern Pine SG=0.55 7116" 1-3/8" VALUES MAYO #3 1-4 OdeCotta ew Arch Top& Into 2X Wood FmmetSuckslri sheat 4,o lion 6 ( ) USED FOR GROUTED ( ) Cottage Radius Top Through 1fie frame-•�• P^ P 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" CMU APPLICATIONS. of the window...... into Metal-sheet 4,option 8 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" #12 SMS P.T.Southern Pine(SG=0.65) 9/16" 1-3/8" FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 8 (steel,18-8 S.S. Steel,A36" 3/8" 0,050" or 410 S.S.) Steel Stud,A653 Gr.33" 318, 0.0451"(18 Ga.) Aluminum,8063-T5' 3/8" 0.063" 114"steel Ultracon Concrete(min.2.85 ksl) 1" 1-314" f 2 I 4 0 C Ungrouted CMU,(ASTM G-90) 2-1/2" 1-1/4" 114"steel Creleflex Concrete(min.3.35 ksi) 1" 1-3/4" // / nox oR 114"steel Ultracon Concrete(min.2.65 ksl) 2-112" 1.314" // �j/ FLANGE EQUAGL- 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" EQUAL-LITE ORIEL COTTAGE 114"steel Cretelfex Concrete(min.3.35 its 1) 2-1/2" 1-3/4" o D1!4"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" 1-318" —►BUCK WIDTH BUCK WIDTH Imo"---"^I BUCK WIDTH 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1318" - P.7.Southam Plne SG=0.55 1" 1-318" i 114"steel Aggro Gator t Grouted CMU,(ASTM C-90) 2" 2" � f/ _ / t T 1 fl 3 p s i S ul 7, T J-CHANNEL INT F,GRAL TABLE 3:ALLOWABLE ANCHORS T ROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge ,Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODULTnIt VISHU Group Anchor Substrate BE US ED BY INSCRIB ING TH E SHAP E IN A BLOCK AND OBTAI NIN G nscsmplyint;Wid,fes 0141%, Distance Embedment* BE PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Buildiog(:udullQ- �T Acccptnnw i4o p' I Q-'Q`r• E 2-112"x.131"Common NalF P.T.Southern Pine(SG=.55) 310" 2.7/16" THE TABLES ON SHEETS 6-9. ,, Expiration Onte ..• 'Iy I)D90 2-112"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/166' �'' t.. z'r i n, R.vleed By: Oote: Revlelon: ' �'si.rt t P.T.Southern Pine SG=.55 1/2" 1.318" ••••1t'?•" '' Oy_- 't #10 Trunchead SMS ( } \ + bgami r ndc Pmannl aM rrn (steel,16-8 S.S. Aluminum,6063-T5" 318" 0,050" Rsvtssd W. dote: Rsvtston: or410 S.S.) Steel Stud,Gr.33' 318" 0,0451"(18 Ga.) F Steel,A36' 318" 0,059, MIN.OF 3 _ ,'• THREADS BEYOND Dascrrptron: ervwn Ry: P.T.Southern Pine{SG=.55} 9M6" 1-318" THE METAL �C•` rjy6 I'i" GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI #12 SMS Aluminum 8003-T5' 318" 0.083" SUBSTRATE.FOR (steel,18.8 S.S. Steel Stud,Gr.33• 318" DUN STEEL STUDS, /s,••. +ell,t.�Y 1070 TECHNOLOGY DRIVE Title: Date: ar4lo 9.S.) MIN.Fu=46 KSI 8, •;'..>.�. ;:;.;>r';,.•,,�•.•� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36" 318" 0.050" MtN.Fy=33 KSI. '• +"•'••'r, (941)-484-1800 �•'ii�'•v;),`,•`,,,•.' SsrlesjMedeF. Scots: SAent: Rraw7n9 No. ftsw A.il'aNIMILLER;i'.E. CERT. OF RUTH. 29296 SH-5400 NTS 2 OF 12 MD-SH5400^01 P.E.9 68705 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION IDIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHOREDTHROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET, EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT FRAME OR B UCKSTRIP. 1/4'MAX SHIM 16 114-MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT SASH AS VISIBLE FLANGE FRAME EDGE • f LIGHT11'11.TH 17 D EDGE SHOWN DISTANCE DISTANCE 44 BALANCE 114"MAX PE VARIES TYP.ANCHOR TYPE TYP.ANCHOR SHIM 42 WITH SASH TYPE, 2 TYP.ANCHOR TYPE, EMBEDMENTAZ WEIGHT 64 U EMBEDMENT EMBEDMENT AND EDGE EDGE 30 AND EDGE DISTANCE PER SUBSTRATE, PER 31 DISTANCE PER SEE TABLE 2,SHEET 2, .'=ATE, la I SEE TABLE 2,SHEET 2� EDGE SUBSTRATE, OR DISTANCE SEETABLE2, 87 SHEET2. ISIBLE _ 4 c VISIBLE _'_H_T�WIDTH FIXED 20 OPT.SASH TOP FLANGE LIG LIFT RAIL 2 FRAME LIGHT NOTES: 81, BUCK F;AME HEIGHT FOR ALL WINDOWS SHOWN LtzG/BOX 1 ANCHOR @ 3.55" 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 48 21 FROM END AND AT CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE SHEET 2.FOLLOW EMBEDMENT AND 73 p DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, EDGE DISTANCE LIMITS.ANY ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 45 46 47 SCREWS 16-3/8" 14 35 FROM END. BE USED ON ANY SIDE OF THE o FOR WINDOWS WITH, WINDOW. 114"MAX. BUCK 60 16 BOTTOM LOCKS 2)MASONRY ANCHORS MAY BE HIM #10 OR#12 STEEL 114"MAX. HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF DRILLING SHIM 05 SCREWS @ 8-3/8- SHEET 2.ALL WOOD BUCKS LESS SMS(05),SEE 30 FROM END. THAN 1-112"THICK ARE TO 13E TABLE 2, SASH CONSIDERED 1X INSTALLATIONS.IX n SHEET 2. 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 T. 86 USE EITHER OR GREATER.IX AND 2X BUCKS &-_ 66 LATCH OR (WHEN USED)SHALL BE DESIGNED INTERIOR THE STRUCTURE.WOOD BUCK TESTED UNIT FRAME LEL318v 30 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE QUA r )X WEEP LOCATION;6-5/8" DESIGN AND INSTALLATION IS THE NOTCHESATSHOWN FRAME 80 FROM SASH END� RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD, Q SHO6-7 WN g (III 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR (ALSO REFERRED TOAD DAYLIGHT rf INSTALLATION 67 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 PRODUCTREVISBO as muply;.8 with 00 ulwilu EQUAL-LEGMOX1/4"MAX SHIMBEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH ftildillm C.& FRAME SHOWN FRAME INTO METAL FRAME INTO METAL A=pIuc.No 16'0 14-104' -�D '.r''71 1, ,fit` .7 1. R.Vl..d By: D.f.: R-Won; Eviptw4iDn I t. .27"X 1.25" By_ WEEPHOLE • NO ANCHORS r4L Ilmdu4cwgirl, — WICOVER @ REQUIRED IN VISIBLE LIGHT FORMULAS R.vi..d By., D.f.: 2.87"FROM38 FLANGE OR EACH END. • EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6.1/2" Description: Dmwa By: @ FIXED LITE:BUCK WIDTH-4-3l8" -LEG/BOX FLANGE&EQUAL FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE 77fl... D.t.: VERTICAL SECTION 13,13 BUCK HEIGHT12-3.15110- N, VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 t94)-480-1600 kL j"r"JI"-Sf4`H- ,r E�jjCERT. OF AUTH. #29296 SH-5400 NTS 3F 12 M INSTALLATION DETAILS FOR INTEGRAL FIN&i-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 7X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2.THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHE FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM 114"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 0 16 SHEET. TYP.ANCHOR TYPE, 'SBE 17 FRAME DISTANCE PER SUBSTRATE, S J-CHANNEL EMBEDMENT AND EDGE le LIGHT WIDTH SHOWN SEE TABLE 2,SHEET 2. U -moo (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPEVARIES TlW MAX SHIM T_ 42 WITH SASH TYP.ANCHOR TYPE, DISTANCEEDGE WEIGHT 54 3 EMBEDMENT AND ED GE DISTANCE PER SUBSTRATE, 1-- j I SEE TABLE 3,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, (`y le (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE V 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE �LIFTRAIL F=EL SHOWN (NAIL SHOWN) LIGHT HEIGHT FOR ALL WINDOWS; NOTES: SHOWN I ANCHOR @ 3.55- BUGKWIDTH t 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE • HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 7OVER36"WIDP: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD AODMONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 48 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY n14 35FROM END, BE USED ON ANY SIDE OF THE SUCK Q FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 DR 02 STEEL 1/4"MAX. ' HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLING SHIM SCREWS @ 8-3/9' USED INTO WOOD AS PER TABLE 2, SMS SHEET 2.ALL WOOD BUCKS LESS ❑ (G5),SEE FROM END. flo TABLES 2&3, QG 30 THAN 1-112"THICK ARE TO BE SHEET2. SASH CONSIDERED IX INSTALLATIONS. 11 JI EXTERIOR VISIBLE IX WOOD SLICKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK A OPT. 56 OR BOTTOM OR GREATER.IX AND ZX BUCKS LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED 65 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR (2)1' 81 30 LOCATION:0-5/B' INTERIOR31 luTHE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT . 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOW' REQUIRED IN FRAME SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION PRODUCIlSED (D-, REVISED FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION Z OPTION 8 as wmplyis with ft rJorlda 114"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Buildintl C.& INTEGRAL FIN HIM BEADING TO BEADING, INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Aceta l(�-07L4-.o4_ FRAME SHOWN —ESo Revised By. D.Io. Revbfm E%pimttua Dnto-Lo T*112020 .27"X 1.25' 'EP HOL � By W/Co EROl.lMi mi I lt. ProductControl &FROM 0 EACH END. R-1sed Br. Dto: Rwklm VISIBLE LIGHT FORMULAS TYP TYPE, EMBEDMENT AND EDGE EDGE DISTANCE WIDTH J?nf - - Drawn By. DISTANCE P SUBSTRATE, SASH:BUCK WIDTH-6-112" 0 D04ptlm ES i J ROSO —1 EMBEDMENT @ FIXED LITE:BUCK WIDTH.4-318" Ck- J-CHANNEL&INTEGRAL FIN FRAM WSKI SEE TABLE 3,SHEET 2. 6 �jr�6 ' i z- (SCREW SHOWN) �EIGHT(EQUAL-UTE) 1070 TECHNOLOGY DRIVE Bile: INSTALLATION OPTION 5 VERTICAL SECTION D-D SUCK HElGHT12-U-1 5119' N. VENICE, FL 347.75 SINGLE HUNG WINDOW INSTALLATION NI Dote:05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 —s—, I sh-t., INTO 2X WOOD FRAME OR BUCK- "N. "PF CERT.OF AUTH. 29296 -SH5400-01 A.'L SH-5400 NTS 4 OF 12 'M'Dg STRIP.SEE NOTE 2,THIS SHEET. F 1/4"NOK I—�— 314"NOM. 3/4"NOM. 314"NOM. }�- 1/8"A GLASS 1/8"TGLASS 3116"A GLASS — ( 3116"_T GLASS 1/2"AIR SPACE— 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS a EXTERIOR a EXTERIOR <D EXTERIOR a EXTERIOR lb 6-79 76-7s 78-79 —fl T9-79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 V2"NOM.GLASS 76-79 SITE TYP. 73 74 31 n EXTERIOR II 75 (IIIPRODUCT REVISED 36 30 .rnmptyia6 wilt,mo Fioeida Ruildi.a Cu do n �q - L.lGxpiia(lon Dote.� Acceptance\4r 4�a'K7.7I `L1'•I� 11 i!1:t t t Revload By; Dafe: Rovlston: By ° .:y:•� al.i'! Miomi['ada PrUQuCI'CinFFOi TYP.GLAZING DETAIL -W.71.—.d By: Data: Revtslan: ® Description: Drmvn By: �;ijfl GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE MI.: Dte:GLAZING NOTES: •';�fi,.;'•, '' ' I',.1'`�• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A"=ANNEALED %�;:;y''�'�,t'!:�'."'•, :;';• (947)-460-1600 "P=TEMPERED - Sorleo/Modah Scale: Shoot: Draw7ng No. Raw. '��•A:J-1YNNMIL!'FSR,P:E CERT. of Avm. 29z9s SN-5400 NTS 5 OF 12 MD-SH5400-01 A i:�.irlda 6 aims T7P.. 8oilom s..h S..h Melon Pree9ala(Ibafli3j 1.4 0-ophe S.awn HNghl R.Ie+.Lewi flog.a MOON Range NAndow Suck N9dlh ln) Rt Heigh)eh- P3 10 24 R 35 1 40 49 1 52.85 13.5 EgU,1411e 11.404 160.0 -100.0 .601 •100.0 440.0 1 Ann 450.0 •1000 I +600 1 -100.0 450.0 -90.0 1 450.D -92.0 SI40d6Mwlvp. 14.617.15.070 1800 .100.0 +600 400.0 tWo ._1000 +600 •100.0 +600 -100.0 'bRe 47.0 460.0 401 25 EwstMe 11.603.10.618 4600 ,•100.0 460.0 -100,0 .40.0 •100.0 160.0 -100.0 ,60.0 100.0 160.0 -100.0 160,0 •97,1 010dol PmAew /1,377-11A82 4000 LAMO +60.0 404,0 140.0 400A 460'. -100.0 4600 •703.0 +6DA -1000 +W'. 544 - Teliml 21611 23400 4600 •00.0 '6040 •10000 #MD -100.0 +80.0 -100.0 +600 400.0 180.0 40.0 4600 -719 _ 61.Nom Collogo 20,060-13.010 +60.0 4-too40%0 150,0 •140.0 +W.0 -100'. +WA •740.0 +50.0 -700.0 +600 -Wo 4600 -70,1 37474 EquaMte 17.617.20.057 160.0 -500.0 ♦06.0 -iMA +401 -100,0 +60.0 -IMO +4010 -CODA f69.D -08.8 1800 -78.0 ei.ndam PrMow 14,817.17.610 160.0 -140,0 +60.0 •100.0 .Mo •1000 +WA •100.0 460.0 -100.0 460.0 -64.2 +400 •76,2 Shod..) 11.311.74'.16 +60.0 440.0 440,0 .100.0 W. 4001 +W.O •700,0 +50.0 -100.0 +60.0 43.0 4600 -Ms T.Iie.l 21403.31.911 450.0 400.0 460.0 400.0 140.0 -100.0 +50,0 •97,0 +80.049.0 $600 •76.0 +6040 174.0 �j C.O.sit. ZSA17-z7.6e2 450.0 .100,0 no •too'. 'Wo -100.0 400.0 .1M,0 +611.0 -iD9.0 .60.0 4V 160.0 -1J.B V HEADER woe'ro611160. DATA-Za t. '60.0 -iMA +Boas •100,6 140.0 4M.0 +50.0 •100.0 460.0 400.9 40A -79.0 +60.0 .70.0 44 EW.H. 20.617-1.619 +60.0 -IMA +000 •100.0 +60.0 -IMA .500 -IW.a +os -1M.0 160.0 -70.3 .09.0 .10.3 8lmdard PtMew 11.517-205i6 +WA -IMA 440, -1010 .5010 Ona 460'. -100.0 +500 400.0 4600 -TDA +DOA •70.4 - Cmt.melz. 14.617-17.618 +60.0 -IMA +60.0 •100.0 140.0 -100'. '60.0 400.0 'WA -100,9 150.0 -78.6 +66,6 •712 .W..1 11,'377-14.516 460,0 4M.0 +601 40u.0 .40.0 -100,0 +60.0 -100.0 +60.0 -04.1 +60.0 .70.0 +60.0 411 100AT.N.1 31,63•35,91t 480.0 A +6040 400.0 150.0 10.9 +50.0 -59.3 .60,0 49.3 450.0 .74.0 +60.0 49.1 SUM-MlWgo 20,617.31.682 460.0 -100.0 +600 400.0 4WD •100.0 +50.0 .100.0 +60.0 .96.4 +50.0 43.0 +50.0 Ota EquaMla 20MT-211418 4WX -100. +60.0 .100A 451.11 -100.0 +60.0 -700'. +60.0 432 +WX 71.8 +WA 431 o MEETING RAIL 40 Sumdam PMAM 17.017.20618 ;-.F. 4W.0 +600 •iMA +W.O 4M.0 +WA •100.0 +600 -97.1 +50.0 -74.9 +60.0 '6T.0 C0.16m81ze 14.617-17.618 150.0' -IMA -WA -140-9 +Watt 4WD +WA •103.0 40.0 42.0 450,0 •70.3 460.0 40.1 26 0 cwtem 8tze IZ517-14.618 .5.0 .100.p +fi0.0 •to. 140.8 .1 00,0 +M.O •06.7 +600 -67,0 +60.0 •M.0 +400 48.8 SMa..I 11.377-12116 +60.0 400.00 +80.0 400.0 x40.0 -96.0 '40.0 43.0 -A -86.7 .50.0 -TZ2 +60.0 li;TOW 33,205-37.838 460,0 4a3A +601 45A 440.0 4U 400.0 -622 +60.0 -811 +WA -71.8 460A 45,8 nn o Slodaul Gallego 26.617.33.207 +60.0 400.6 .600 -140,0 140. 400'. 460.0 •100.0 +601 -031 +60.0 41.1 +600 43.3 i �1 Q ' EgwMb 23117-29.610 160.0 •400.0 +601 .140-0 +W. .140.0 tWA -100.0 +80.0 -94.6 160.0 .72.5 $wo 46,1 23 V 45.536 cwlom Sag 50,611-23.618 +601 •300.0 +50.0 -100.0 +60.0 -100.0 1600 •1010 +00.0 •941 $604 -RA +6.0 4611 6190000 P1M.w 17.617.20.010 +00.0 -100.0 +60.0 -100.0 +WA -100.0 440.0 -140,0 450.0 46.0 16aa -73. +60.0 46.8 C0116m Sas 14.617-17.610 160.11 -IMA 404.0 -140.0 .4040 4se.0 +00.0 4DA +509 4tU 4600 46.1 4nA 47.1 ERIO SASH cwlem size 12.517-11'.16 450.0 •100.0 Ona •100.0 .60,0 -93,7 '80.0 42.6 600 45.7 $4014 .723 +m.0 474 �M* a HEIGHT ehede4l 11.377-12476 450.0 -tM.O 4601 -NA +50.0 -BBl 400.0 47.0 +600 418 +60. 49.6 x511'. 44.1 '\f• Te kal 30461T-41X44 460.0 -100.0 +80.0 426 4W.0 -71.2 +000 48.5 +60.0 .61.1 +611.0 46.1 +600 462 61.6aara Wll.p. 31.611-36.618 +60.0 .1w.0 $Wo -99.2 .51.0 45,3 +60.0 40.6 +60.0 -80,4 +60A 44A 4600 461 JAMB Equam. 20 60, .817-31.618 + 0 -100. +w.0 -two .W.0 -SMA 4m. 56.7 x500 46,r +60.8 411 +601 4p.3 (J 81800401 PrvAaw 23,617-18.510 +600 40.0 .M.O S6.T x40.0 -91.0 +60.0 -981 +50.0 -p1.9 440,0 45. $WA -070. 23 62 %sl mstz. 20.617-33.618 .60.0 -too 440.0 40.3 +WA •71.0 +60.0 -74,8 +60.0 -73X *WA 44.5 450A 53A Cw16m 61x8 77.817-10'.18 x00.0 •97.3 . ,0 -79.9 'WA 48.7 .60.0 -86.5 +40.0 -842 +Map 4p.6 +60.0 4516 SILL D6�_ c..lom slip 14.517-17.516 +60.0 -m.0 .600 7J.0 440.0 41.0 660.0 4..9 +60,0 -67,0 +4010 46,9 +60.0 fila Cwt.m eke i3XtT-14.510 1661. •50.1 440.0 40,0 +5040 59,0 160.0 40.0 +60,0 43.8 +600 4Z4 Ona 41.5 sh6dml 11.064-13.010 .50.0 -81.7 'sea 47.B 100.0 -67,0 460.0 43.9 +60.0 -611 +00.0 50.0 460a 400 W.t 59.617-41.044 +50.0 400.0 460A 4ZX 151.0 .11.2 460.0 40.5 +600 47.1 4600 40.6 +50.0 431 aa.16m 81x. 30.617-30.618 $60.0 -100,0 400.0 49.7 4We -77,8 +60.0 •761 460,0 .74.1 +60.0 4ta7 +60.0 43.1 Egool-Ill. 35.617-30.816 +600 4M.0 460.0 52.0 +W0 40,0 +50.0 -76.6 +00.0 77.9 4No 400 .60.0 42A 70 Ca.tom size 01.61T•35Aie 680.0 .1000 x40.0 46.3 1680 .741 +Watt •11.4 +seas -70.2 160.0 40.2 +60.0 1 42A o 6lontlam Pleiew 29'.77•J2A10 +60.0 -91.0 +60.0 771 +4040 -68.3 460.0 43.3 +60.0 4116 440.0 -56.2 +60.0 43.0 - COSlemefz. 28617-29.876 46sA -Sl. +Mao .ri3O +40.11 40. 'no 449 440. 4.9 +eao 431 +4,0 411 SECTION DETAIL FOR WINDOWS WITH Sh.O.el 26.616-26'.18 +60.0 •m.0 +601 80.0 440.0 -a&1 160. 40. .W,O At's M. 51.4 460.0 40.6 egom.l. 30.817-41.844 roott -94.e 160.0 77.6 .40.0 461 +60.0 43a .60.0 41.6 +n.0 45,4 .60,0 401 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 54 uni6m sfx. 36.617-35.616 +60.0 Ors 1611.4 at.a fW,a -80.11 460.0 46.0 +60.0 .54.9 .691 43.6 450.0 40A (REINFORCEMENTS SHOWN IN FIGURES 61.Da.m PrMew a3.010a6.510 .soap -ws +611.4 47.5 M. .47,11 4WA 431 +60,6 -51.5 140.0 40.0 +60,0 40.0 ABOVE APPLY TO ALL FRAME TYPES& 91.78 1 T.9e.1 '- -41.844 was -81.7 140.0 47.8 +60.0 -57.0 +60,0 431 +50.0 .611 4WA 401 .801 SOA CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 , PRODUCT Mt.BVISBD as cm»plying with am Flood" I RuildinP,C'.u41c 117 I I I n.Gcplen No( SRp(ratm.001.. Revised Revision: r - is hltand.Vradoa('Clnhai� 1 Rev7ssd BY: Date: Revision: NOTES: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME DascdpRon: Drawn By: OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. 1070 TECHNOLOGY DRIVE 77114: Dot.: P'7.1JR"?°` '>'�:` N. VENICE, FL 34275 SINGLE HUNG WiNDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ;,:,.' (941)-480-1600 Sedee,MadeF Scai.: Sheet: Drowtn9 Na. Rav: HEIGHT DIMENSION SHOWN ON THE TABLE. A,lYt�t�MILLER,P.E. P.E.u6R7D6 CERT.OF AUTH. (29296 SH-5400 NTS 6 OF 12 MD-SH5400-01 A TABLE 5: , ofa..etype• S0ltamaat ei Baan x 2.4 onadpuon.own Hecht DDatgn P795ants{tbstR} Relnf.Level nanw®Window Range VAN-0.d Wldlhln Rk He19ht Simtn My SB 24 1 32 36 1 40 28 1 52.325 23.6 I E"1411e 1 lum +6510 -130.0 +65.0 -1300 466,0 1 430.0 +05.0 430.0 +60.0 •130.0 t65.D -129.0 +65.0 -120.0 standard C00ape 14.617-S5670 +66,9 4304 4650 -ME 0 +65,0 •130.0 +65.0 -130.0 eWA -130.0 +86,0 -127.0 +06.0 -118,0 28 Egam+6a 11.066.14.678 lose 4304 +65A -130A IMM •130.0 +65.0 -130,0 10.0 -130.0 1doe -430.. 165.0 -130.0 sletldard PlMew II.8T7-11.662 +05.0 430A 465.0 -13D,0 +65.0 -130.0 +86.0 -I30D 4,66-0 430.0 +06,0 -13D.0 106.0 -723,0 Wall 23.617.25200 +864 430,0 +66.0 -13%0 .65,9 -139.0 1600 -1300 +664 •130.0 4650 -1220 40.0 -113,0 6laralerd C011Opo 29968.23.516 166.0 7j30.0 765,0 -130,0 +Seo -130.0 465.0 •130.0 4010 •130.0 4664 -124-6 +05.0 -12, O^ 31.375 at in. 114517-20067 1610 4309 +0A -MA .65A •4390 +85.0 4300 1840 -7304 +66.0 -/24.2 +66.9 -798,3 .6 6, D Standard PIW- 14.017-IT.610 .0 430.0 +05.0 -130,0 40 •130.0 +66.0 -1300 763.0 •130.0 +85.0 -1222 466.0 _110.2 Statdexl 11.317.lull 46.0 -13DA 465.0 Moo 468.0 -1300 +664 •130.0 486.0 .130. 46610 -116.0 765.0 .107.0 Waal 21.653.31911 466,0 -130,0 465.0 -1n,0 466,0 -t3kO 466.0 •12T.0 186.0 416.0 +66,0 ABA 166.0 -934 Cuala081'. 2B.517-21.507 iWe 430.0 +e5.0 •130,0 +W,O -130.0 +600 -130.0 4810 •130.0 466.0 -118.3 +05.0 403.4 aHEADER Stareard Caffl9 23.817.28.610 .WA -130.0 +65.0 -530.0 468.0 -130.0 .W,O 430,0 +810 •530.% +66,0 -1104 386.0 49,2 44 Ege.1In. 20AIT-23.616 +86,0 -130. +65.0 -130.0 7610 430.4 405.0 -1390 486.0 -1]90 +55.0 -109.0 +66.0 58.4 &IOMaN proAew 17.617.ZOb1. 4819 -1304 405.0 .130.0 +M.. -130.0 785.0 -130,11 705.0 -730.0 +664 408.9 x65.0 •904 CVabm Stxe 14.617.1T.610 160.0 -130.0 +064 -130.0 405.0 -130.0 465.0. -130.0 +85,0 -130.0 +610 411.3 +66.0 •99,7 an50mt 11277-14.610 103•0 -130.0 +06.0 430,0 405,0 43D.0 +05.0 -130.0 +65.0 430.0 .6.0 -113.6 465.0 -101.7 Waal 31-603.35.841 +60.0 -139.0 +85.0 -130.0 4664 •1213 465,0 -125.14054 -176.0 .60.0 -99.0 185.0 43.0 Standard Collage 20.517.31.682 405.0 •130.0 .65,0 •130.0 466,0 "130.0 .65.0 •130,0 +00.0 -130.0 +05,0 -103.3 166.0 Eq.144. 20617.26.518 +85.0 •1300 .064 -INA +85.0 AM. +664 •130.0 1-0510 •130.0 468.0 -1.2 +65.0 99.5 O � MEETING RAIL 40 Slendaad Pno'4ew t7.6t7.20.5% 465.0 430.0 1-65.0 -M,0 -t30,0 40,0 430'. .86.. -1]90 466.0 430.0 .060 -104.8 +65.0 .93.7 23 CV3Ivn Blza 14.817.17.616 466.0 -170.0 •130.D IW,O .130,0 48G.0 •1711.0 466.0 -130.0 .6,0 -100.0 105.0 •96427. 0 m1han eke iZ617•M618 465.0 -130,0 130.0 404.0 .1304 +610 -130.0 .66.0 .1"A 466.0 410-9 +65.0 48.9 9lwdeel 114317.12618 +86,0 -130.0 -130,0 4W.0 -130.0 466.0 .130.0 465.D -130.0 +660 414.6 M. -1DI.0 � Smolt wee•3T.6J0 466.0 -130.0 1300 464 418.0 ,su -116.1 465.0 •1143 .6610 49.0 +65.0 43.0 t} 6larchni College 26.617.33.207 +66.0 -130,0 -130.0 466.0 •1300 +65.0 -130.0 i r69D -139.0 .65.0 49.6 1as.. 98.0 Q a O Equaltltn 23617.20.616 +60.0 -130.0 13D.0 1664 -13D.0 165.0 -130.0 165.0 Mod .66,0 -101.9 +06.0 -e 1.1 (_� 23 49,826 ca.romslxd 20.611.23.610 +664 .130.9 130.0 t6A -130.0 +&5,0 -130.0 .80.0 -t390 -,0 -lSZ0 �cS. -01,; 9landeN Pmdew 11.617.21116 465.1 -130.0 -4]90 466.0 •130.0 +05.0 -130,0 +65.0 -130.0 065.0 •1033 .65.0 -92.1 Coarse ke 14.617.17316 165.0 -130.0 430..6 466.0 .130.0 +054 -130.0 1054 •130.0 166. -105.4 +6 A -9].0 � EME 10R SASH CU.Iotnebd 13.01T•I4.614 +66,0 -130.0 .65.0 -130.9 466.9 •4304 166.0 -130.6 406.0 •129.8 466.0 -108.6 166.. -97.4 .� a HEIGHT a1wd01112.516 405.0 -130.0 +05.0 •130.0 466.0 -1243 108.0 -121.0 .08.0 -121.1 +094 •It" 186.0 400.A V T haat 38.6/1.41.044 +66,0 .13%0 +60.0 -1104 +65.0 -997 4W. .95.0 .65.0 .e3A .08.0 -92.1 I +86-0 476 Standard Galleon 31.517.36.516 465.0 •130.0 466.0 -130,0 46.0 .123.0 46.0 •121.2 15.0 -121.0 .60.0 9,8 +66.0 -10.3 Egaaim. 24.61T.316S0 +65.0 ,•130A +65.0 -130.0 466.0 -130.0 1 a5A -130.0 I +854 •110.9 +05.0 -89.2 406.0 -78.0 JAMB a Standard[Pre,IOw 23.617.20610 466,0 .130.0 .66.0 -130. .66.0 -521.9 1564 -i26A is.. -120.2 .6,0 41.8 +85.0 -81.0 28 62 C.elam Size 20.517.23MB +65.0 -130.0 .65.0 -123.1 .65. .107.9 +600 -191,4 146.0 •766.1 .600 43.4 465.0 42.4 Cuatam Size R.ei•TQ614 r55.0 -134.9 466.0 -414.9 +65.0 -001 .65.0 52.1 465.0 -89.9 163,0 -69.3 .66.0 44.5 S.W.St. 14.677-17.516 466.0 -128.4 465.0 .102.2 46.0 18.7 +05.0 42.4 +05.0 -79.0 .66.0 -74.2 +05.0 -70.2 $ILL Cu--I,6161xe 11017.44-016 +66.0 420A 408.0 48.0 405.0 -820 166.0 -183 ..as -A .6,0 -73.4 4.60 •73,4 D sw.w 11.064.41610 465,0 -117.5 .86.0 •94.0 466.0 .78.0 +05.0 .95.4 +05.0 •13.6 +600 •70.0 4554 .70.0 1616651 784614.01.691 466.0 -130,0 .86.0 -176.6 .6`4.0 488.1 465.0 -96.9 +85.0 -.1.1 r68,p 44.9 .65.0 -74.2 C.I..stz. 38.617-39.610 465.0 -110.0 +66.0 -524.2 46,0 -100.4 +66.0 -163.0 4054 •t91T .55.0 -84.9 4660 gua6140 aa.117.36.616 .66.0 -130.D 65.9 -12.19 465,0 413.1 +664 -109,8 1554 •109.0 465,0 .04.0 +63.0 •73. 75 Cie..M. 326tT-35918 .66.0 -130.0 466.9 -119.6 +04,0 -103,0 106.0 900 466A 43.3 .65.0 ,2 156.0 -734 9100dard P7Mew 29.617.32.OIa +05.0 -130.0 486.0 -16.6 +6540 .1128 4Me 48.7 .10 -06.3 466,. 55.2 185.0 -74.3 Clbl0m 81m 20817-2.478 ..65.0 -122.1 486.0 59.3 466,0 -83.9 .e6A .7817 +61.0 -709 +064 .14,9 466.0 -74.9 ShOdeai 25.616.26.618 +65,0 -119.1 .6s.o -me .632 -WA 165.0 -n.1 +610 .74.2 1.5.0 -71.9 .W-D� 419 SECTION DETAIL FOR WINDOWS WITH EquaPlle 3..517.41.644 +56.0 -130.0 .05.0 -108.6 466.0 •.2.0 .6s.o 4ea 466.0 902 -'a 57.. .654 -70,0 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 84 C.I..Sian 316/T.36Ai6 +05,0 4227 166,0 -992 1 46,p .03.9 +86.0 -79.7 461(1 -78.9 .65A .7479 +65.0 -71.1 standard Pomlew 33.010.35.616 .66,0 -117.7 466.0 -94.0 1 .04.0 1 .79.8 1 1610 -76,4 +65.4 dLa 186,0 -"S 466.0 -7.A (REINFORCEMENT$SHOWN IN FIGURES et.r9 sal •41694 .86.0 -t 17,1 4654 44,9 ♦66.0 •".B 460,0 •15,4 486.0 -tt.0 186,0 -70.0 te5 T .0 40.0 ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) '4 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED ns complying with be Florida Building,Gide A9e;pinew'Zk1 Il.07!. . 4- i 1.:t::l'f Revlaed By: Dole: Revision: Ex dellen Dole X20 lit„ 4444 �+, By Miami ad.Pn1r}uc(Cmnru)�-' Revised By: Do(e: Revislbn/ t,-J NOTES- 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME j 1' m DescNption; Drawn By: OR INTEGRAL FIN. i -• -� � t . ;;; DESIGN PRESSURE TABLE J ROSOWSKI =;ft")„•., " +� 1070 TECHNOLOGY DRIVE Atte: Dots: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-Ni 05/15/15 ',,ill,I,i' ) 3)FOR SITES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR •t; t. �',5'' {941-480-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. t l l�! l�1 t 1' Series/Atodet: Sce/e: Sheet; Drawing Na. Rev: A.LYIfIJi INR,P.E. CERT. OF AUTH.{29296 SH-5400 NTS 7 OF 12 MD-SH5400-01 A REX 56705 po SS^ �0 LO N u �21, U C ❑c r na as m Z m N b E aYi l+•aNB � h CS FL C 6 W ' maaH FHE .t-p gl alY w.oRB n 4a m E rl� m m Z 4Z � 4 G a Fart n�n a $ « w � � m 0aWxvRB ry m "I- 20 v ¢ $ sz a p E aw>"aoa•+ rpw-W w0 ' Jeaa ^'Iry Q Z U N� awH•waa n awes� nl< 4 +aa�a n�n7 7 E awMaroe ^ ' -' ai4 aKgy n,n - F awnaros n rv`n .•.�. -' alY anlV - rvin _ <E alY xalap "' ------ nln ' aW aicgV - 2 uj - E aawne.•Ym•ala3ba•_n _ nnl'nn nln W q w w n r 3 6 npaaa z w O E anrva1a0 n p _ awaaWY- U' S $' iaaaaN r _ z aw arviV q Fes{ m $_ Wz H O < alV arogY - - O to W G 1 +aaem+ . U s s 3 awraaa n n¢ z s O m meati n r i O K E nwnwwae .z ¢ an aecay-- w r m rt p n' Fa -- --------------- --- - - <W� �E aw+eVe•+ e�0 6 fC {- � VVI.-g7 - v W O W re n nc®H --------- -- - - -- - - S Q 2 f= W S awMat>re n N(7 w V W � s =a vn.K ^ «s W vi n O a n n n n n n .. n n n n . z2.5 b Nrm, V e m 3e "S3m meme�� =' z O w �p -bafiasbmfi"s•e m�efi�e - -fire =fib "=- "s�"--=-"- °❑ a U m o = - �d N��mrg-r n'�Ak� �#f m A �A MAS O 'C', 2 w tr to n Ate- `�'' -- ^' .. � W� Nil!_8�aa: susw�ne� =ems nmmwm a mim mama wS C Z u�i Em>�� 4 ESE i9 m E�g=E R. N o f i m E o o E o o e a•° Iy� w 0 in j ms =�$m '•�w$i'- r-y<w 8d`�g R 6�`mom 5w4 c 9 9 wig W csi u gm"gugp m q y�i"�S > > z p CG m w z t4- s' N 4 a w p W WIla ❑ N h us 7 p � j ti �o K o� LO ~ {�.G O y v r s G c aE a� Q Q L Z ti L E aw rvaaa $ taPraH z z E�E awMal>6 ^ e z �< awrvawa r 3i a � p o f U) Q^ aw a,wv- m Z _a Z b «M n n tt rv«ry n N r N n«n n N N n ry r N N N r r ry ry n N r N N r r«r n«n N N«N r tt n n r N �E aWMolaB nIry aw anwa•^ � �� N .b0aail _ -- N Oi n O g -P.M - - - -- ------- - - - S U 6'E arrMawa tt r' d. O ^ anauga•^ - tt.. q v � H' RpaaH O^Z tWS 3 G aw> `�aw agcy � _ d E P +aP.H awamv^ 8 nPeaa n r n ry r n n ry r n rv«n ry ry n n ry n n rv«n ry n ry n r r n n ry n«r tt N ry r ry tt ry n r ry ry n ry n ry ry �.' 3 E awa+nWa n awaKyy- x'H - - - i E anroa n aw aa°yv- N Ir z ui ai>P�+kI ------------ - - -- - -_ e of N +e N o = O aw au zy n�« W j N APeiH cc O z IJ a0ea1 Z < O oe aw+.maas n z s `� awa+cWv e$ ,aPaaH n1« N m z o 0' 0 3 E aw Pmlae " 'F K Z S zo �"aWarory - +�a +_ p d xPaali n�ry n� m O W CIX? ya awrvPiae n .z HLU m w aWaw Y _ 5 i aw. .e - - - M�N - o D F awa ^ - - - ^I^ ry -P-H - - - K 5 W cc awaucv-• N^ rr ry ry «.- .,_n«^^ ^«.,^^^ a«.,^^.,. ^ o.ay 4 _ Z U ~ G jI LL p U Z w ry ^g^- ^ 'e"^ye��na q'rv^O efiey�ry R^ L,t::: Oz75 C 2 w K N >9 S m 9+ w w n e =p » 9 p my o a N O^ _^ a F-F 2 t7 N mss §3 a3 og�33 8 'sam- ,$3s> 3s Ka"Wms � � �`e. ¢ z uNi E. m e"-E o€o > w E m m= _ a= a 6 _ _aU s � 3" �WwdmWW wS o o w z < a' - `oc ma; �m ¢ < y O LU ro G1 �Y'6 w fW "G j N N O W F u 3Y'6t+A%>M-PWh m w O > > W tL K Z r m c u 3.500" -062" .062- 062" .062- moa ��' �-� ��'� 1.483' 1A83" 1.A83' 1,183" .070" -j L-JE 0 .715" .626* J-CHANNEL FRAM .025' FLANGE FRAME E FIN FRAME EQUAL LEG FRAME D' . �1.37V (DHEADIIAMB HEAD/JAMB HEAD/JAMB HEAD/JAMB LIGHT SASH T T @REINFORCEMENT 3A83" 070" -4 1.182" 3,483" 3.403- --q, - 3.483" -T T .079* -4- .062" D52" 1.036• .062' .791' . 1.041" 1036* I I T .130" 2. r- --q 1.340' C� �D �� 20 2.444" Lll�lr- 2A,14� 444' 1,331'2.444" STANDARD HD MEETING RAIL MEETING RAIL Z7 REINFORCEMENT REINFORCEMENT --JU .625" J-CHANNEL .625" FLANGE I!FRAME EQUALLEG 1376" 5 FRAME SILL FRAME SILL SILL FRAME SILL 1.872" 1.641" 1.376- 2.100" 1.472" 1.565" 2.176' .065" 1375" .974 471" X90 .347" 070" .050" -T .050" .06a, .070" 1.231' 1.000- SH STOP 17 LIFT RAIL LIFT RAIL BEVELED BEVELED FIXED BALANCSA MEETING RAIL 18 SASH RAIL S E COVER SCREW COVER S INTERLOCK S INTERLOCK COVER 0 INTERLOCK 0 INTERLOCK COVER PRODUCT'REVISED complying with the Florida Building code A=p1mme No 1&1 141--0 jh,2Ct Expiwian D.tc .. .... R-fsd By. Dole: Roylim L ... .......... ....I. •664' .301. Dots: Roviim 754' 750" RaNsad By: .035" 025" a Descriptlon: Drawn By., 73 JG DEAD 81 EXTRUDED 82 ROLLED 16 WINDOW EXTRUSIONS J ROSOWSKI SCREEN FRAME SCREEN FRAME V6 1070 TECHNOLOGY DRIVE VII.: Do(.: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION NI 05115/15 (941)-480-1600 sortaglM.61- S.W.: R-, A 'YN MILUEII�,r. SH-5'400 NTS 1'5h*l'0': OF 12 'M'Dg-SH5400-01 A F.E.rr 567D5CERT.OF AUTH. #29296 TABLE S. TABLE 8,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII or Material,cont. STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL FOAM 3116"NOM. POLYISOBUTYLEN 1J4"NOM. 1 201 1 Single Hung Frame earl Jambs-J-Channal PVC 46 720197 Auto Lock Mechanism C Steel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Ztnc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720196&B Auto Lock Cover Assembly Cast 2 nc EXT,GLAS5 ExT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X116OPTX #6 x 1.1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 6 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 76)04PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 ISHIDH Frame Sill-Fin PVC 61 420181 UR Beveled Tilt Latch Corner Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 62 420182 UR Pull Rail Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 18 620129 Sash Rail(Sides,Tap&Bottom) PVC 64 420183 Tilt Latch PVCIs O (5t TM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail interlock 6005 T5 At 67 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail interlock Cover PVC S8 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYiSO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 69 420180 Pivot Bar Corner Key PVC BUTYLENE 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 8o 720206 Pivot Bar SS 5116"NOM. SEAL SILICONE SEAL Z3 620150 [Light Sash Reinforcement 6053 T6 At 63 720191 Sash Pull Handle Cast Zinc BUTYL& g DESICCANT ROLL-FORMED 25 620162 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 28 620153 Standard Meeting Rall Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph,FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT,GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pilo 67 7866B #8 x 6/6"Ph.FH SMS(Stdke Plate Screw SS 31 6x300 Weatherstrip,.190'x.300"Foam Bulb Flex PVC 73 720136 LG.Bead PVC 32 61719 Weatherstrip,.187"X.220"PolyPlla 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61025 Weatherstrip Plug,.220"Flnseal 75 71646N ISettfing Block(718"x 1"x 118"),85 t/-6 duro. EPDM 75 78X1MTT7 #8 x 1"Ph.PH SDS interlock Mounting Screw 80 61012 Extruded Screen Frame Alum TM 38, 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) ) 410 SS 81 61011 Roll-Formed Screen Frame Alum la DURASEAL® le XL EDGE 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 38 720210 IWeep Hale Cover PVC 63 47042 Screen Corner Key with Pull Ring PVC 40 72DXx?0o( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS a-- Spiral Balance 86 61816046 Screen Cloth Fiberglass 720205 Spiral Balance Shoe Nylon 87 61636161614 .140"Screen Spline(Machine/Hand Rolled) V nyl 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS PRODUCTREV)SUD Part# Description Material m caolplying wilt Ae Eta&a 76 Kommarling 4SG IPS Spacer System BuitJu,g Carlo A�.r:ptonw N See this a lG'"D 14--04-r� L'�pirat><rn Data ._vxw 77 Quanex Super Spacer nXr with Hot Melt Butyl Revised Dy: Date: Revision: ry ".„ i'., , C/ 78 Quanex Duraseal Spacer Sheet for JR 05/05/16 A)ADDED SPACERS. Pra Materials A•riann adc docl Cold Y ''!•:-''''F� Revtsed Date: Rortston: 79 Cardinal xl Edge Spacer � '�'�'• '" ••. , Dn REFERENCE TEST REPORTS:FTL-8717,8968&6970 2J DesadpDon: Drown By: �{ '^ BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE 7711e: Date: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-Ni 05/15/15 NOTES: Y,y,"::}:.':'..••t't (941}-980-1600 1)PVC 8Y ROYAL WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR HAMA EXTRUDER CODE. Scale: Shoat: Rrowtng No. ftor. 2)ITEMS 0 IIA3,15,24,28,29,34,39,61,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. t A:4YNN:ry111,tER,'P.E. CERT.OF AUTH. ((29296 SH-5400 NTS 11 OF 12 M D-S H 5400-01 A P.EA�ie7D6 OPT.SWEEP LOCK ' p 46 48 OPT,AUTO LOCK 18 Y 4T 20 ! I 57 OR 58 3 q8 f{J p 51 OR 52 tty� 85 O I I f 45 1 i � 55 I. p OPT.PULL RAIL 82 OR 04 - 19 INTERLOCK 8 67 COVER 56 p -� � o I 66 OPT. LED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND FRAME WELDS EXTERIOR 18 a &COVER p I 18 73 X4 i� 54 �• y t 73 X4 18 f ��. 53 fib _ 80 OR 81 Nod L i O �w o_er� _- ....... 1�•14 7DETAILS EEN Pr�KEsT 40 f 60 OPT.PULL HANDLE MBLY A� 64 WITH LATCH 41 - 40 CONSTANTFORCE I 65 16 @ 0R 83 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE n 63 67 1 16 Q �•�, MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 38 DETAILS / 53 �-�, ,. '•�;� EXE IOR f 59 't• `^` •'• -----'^--`-^---_..."__.., ATT ' ".-- HES PliOOUC'1'lLSVISSD 5 ,. 4 ,-•.- •---A� ro sn i a.an,np!�•;nn wim rn„rtn,i�n •-_— - t•ANC Building Cada - _ Aactxna-No la-07!4.04 --,....-_----- ' ". Revisad By., Data. ^ Expkmk'nDale u FRAME • 3 1•,1i'•"'t:i, RevlsaA By: Data: ftavJslon: -�� ASSEMBLY �' �`' •;1:^'•3't;,y ,i r3v_ ••••- "/,. Nl,lnml tufc PnnL,al CuI,GYr!r' DETAILS Rovlsed 8 data: Y� ftnvtsian: ~`'• ® DaecopUm Drown Dy: EXTERIOR •` '•�• 1�cri�� r,,J:.. EXPLODED ASSEMBLY J ROSOWSKI NOTES- ••:} j3?;(.,.if ; : 1070 TECHNOLOGY DRIVE Flue: vote. 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 'rt�:.•'• ;.f,�14,,;!-;.•_•,`ia. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05115/15 2)J•CHANNEL FRAME SHOWN,PARTS 9185.OTHER FRAME TYPES APPLY. •• '''' (941)-460-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 6 7, .,.,• 1 J)'!!�ql- Sedea/Modeh Sco7a: Shoat: Drawln9 No. Rav: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.+LYNNr111705)p'E' CERT. OF RUTH. #29296 S H-5400. NTS 12 OF 12 MD-SH5400-01 A Florida Building Code Online Page 1 of 4 zxl - �, as'mtt�-'�'' ' r `,�"moi, - e�z s '� •v- � SCIS Home Log In ; User Registration Hot Topics�i Submit Surcharge i Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search i dbProduct Approval USER:Public User . Product Aooroval Menu>Product or Aoolication Search>A Z*Aped etail FL# Application Type Code Version Application Status BPR.Approvals byDBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived L Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method 'fication Mark or Usti Certification Agency Miami-Dade BCCO-CER -- — Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval httos:Hfloridabuildin2.oria/pr-/-or app dtl.aspx?param--wGEVXQwtDgsEt2PTand5bm5EC... 2/20/2017 Florida Building Code Online Page 2 of 4 Date Approved 08/30/2016 Summary of Products FL# Model,Number or Name Description 251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2S1 R28 C CAC 16-0629.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.03.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.04.0df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2S1 R28 C CAC 16-0629.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.OS.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.06-ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020. Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.06.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency,Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.07.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure: N/A installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.08.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvAD gsEt2PTand5bm5EC... 2/20/2017 Florida Building Code Online Page 3 of 4 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.Pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0609.10 DR.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.06 LM.Pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.07 SM.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.01.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back NeM Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5EC... 2/20/2017 Florida Building Code Online Page 4 of 4 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit.Card https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5EC... 2/20/2017 MIAMI.D:ADDE . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11 805 SW 26 Street,Room 208 DEPARTMENT OF REGULA.TORY 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) Niww.miam1dade.gov1ecoiiorny 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 suspendthe 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"5470"Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA",sheets 1 through 19 of 19, prepared by manufacturer,dated 10105/15, signed and sealed by Anthony L.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:None: Approved Hurricane Protection devices,complying w/FSC,as applicable are required. Limitations: 1. See table I(sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGA unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-wbite)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 fbi 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#15-0409.04 and consists of this page 1,and evidence pages E-1 &E-2,as well as approval document mentioned above. The,submitted, documentation was reviewed by Jorge M.Plasencia,P.E. ELMIAMI-DADE CE oNOA No.15-1210.02 Expiration Date: Apr1121,2021 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. 11-0107.09) 2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA", sheets 1 through 19 of 19, prepared by manufacturer, dated 10/05/15, signed and sealed by Anthony L.Miller,P.E. B. TESTS 1. 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)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 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P.E. (Submitted under NOA No. 11-010 7.09) 2. Additional test report No.FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94, issued by Fenestration Testing Lab,Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 3. Additional test report No. FTL 871.7,issued by Fenestration Testing Lab,Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16,signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No.15-1210.01) 4. Additional test report No.FTL 8546 issued by Fenestration Testing Lab,Inc.,dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No. 15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab,Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 6. Additional test report No..FTL 8548 issued by Fenestration Testing Lab,Inc.,dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No.FTL 8549 issued by Fenestration Testing Lab,Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16,signed and sealed by Idalmis Ortega,P.E.-- (Submitted under NOA No. 15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc.,dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L.Miller, P.E. Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: Apri121,2021 Approval Date: March 3,2016 - E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 1. Glazing complies with ASTME-1300-02, -04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 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, 535753-09, per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (51h 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. 15-0409.04, issued to PGT Industries,for their Series "5470"Vinyl Sliding Glass Door(Reinforced)—N.I.",approved on 06/18/15 and expiring on 04/21/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21,2021 Approval Date: March 3,2016 E-2 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TASILE A: MID.EdOD Min. Group - Anchor Substrate Framo Member Distance, Embedment MIN,OF 3 THREADS INCLUDING POCKETS &900/1350 CORNERS I ;EYOND THE METAL- ead/Sillf emb 4�, SUBSTRATE,METAL 1112,steel SMS P-hook SUBSTRATE TO MEET MIN. �IV�cmb re 4 GENERAL NOTES: Has vlamb 1 316,.-- Air STRENGTH. AND THICKNESS 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (06)cr410 S*S (0.126* in. thick sea) P'Rh'o' k I 3fa- 118* 2)DESIGN PRESSURES: SMS. Steel,A36' Head/SIIVJamb 318" 0.050" REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 (0,0001 min.thickness) p4wok 318' 0,06o' CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A ""al"") -Steel Stud,A653 Gr.33' HeadIS1111.1amb 310, CODE AND TO BE REVIEWED 3)ANCHORAGE.,THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS. (0.071*min.thlokness) P-hook 31W 0.071'(14 Ga.) By THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'Eloo P.T.SoulharnPlno Jamb 1. 1-310' -d JURISDICTION, SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ujimoon (SG.0.56) - P-hook 1. 1-318, 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE., 114"R=10 P.T.Southern Pine Hoed/SlIVJamb 1. 1-3til' FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.(�r teFlex faG=0.65) P-hook 1. 1_31W MIN,FU-45 KS!& 6)REFERENCES(NON$) ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,VISION EXTRUSION,LTD. 012,Bleat wood P.T.Southern Pine I-Irsid/Sill/Jamb 9116, 113R), MIN.FY=33 KSI.(95) (SG4.156) F.—hook _T11_6' 1.310 WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED Conorelo P-hook V 1.319 "VALUES (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 1/4'Elso (niln,2.65 kel) Iead/SIIVJambT- �- -311V "UNGROUTED CMU REFERENCES(TEST REPORTSL_FTL-6337,6338,0646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; 1.111moon Uoilmirled GMU, Jamb 1. 1-114* — MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; (ASTM 090) P-hook 1. 1,114- CMU APPLICATIONS.' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungriluted CMU. Jamb ��W4 L HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 114*Elco 410 (ASTM C-90) P.hok 1. 4'��114� — 'NO-=-T-R^ATE-0�F'-O'RM"I'SS"LEE EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C S.S.CreleFlex Concrete H.ad/Sillflamb -1-T"Ki I-TV 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. (M In.1P-hook I. i�314' 35 kal) 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Conarolo HeadfSIU/Jamb 1111tr 1-31,81 IMPACT RESISTANCE ( 2.22 kal) k 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. min.led CMU, ---P-11.0Jamb 1-112' 13/8". `114'Eloo 18-0 UngrouF_ 1-1/4' 1 DESIGN PRESSURE RATING Agaro-Galot (ASTM C-00) F5"Fcok 1-114" —— - ANCHOR NOTES: P.T.Southern Ptno -Head/SIIVJomb F SEE TARES 1,2&B1,132 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (SO-0.55) -P-hoDh —v ON SHEETS 7&8 APPROVED ELCO ANCHORS.SEETABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE corkaiit4-- R.ad1SiIl1Jemb 2-11T 1-3181 REQUIREMENTS. v4^Elco min,2.05 ksl) P-hook 2.117 1-318, 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Utmocn unryoulad CMU, Jamb 2.117 1-114" ASTM r-90) P-hook 21 -114" 3)WOOD SUCKS DEPICTED AS IX ARE LESS THAN 1-112-THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL 1 1 PRODUCT RENEWED IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU,WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR Gonorala, HeadIS1111,18mb 2.1§2 as complying with the Florida GREATER.1X*AND 2X BUCKS(WHEN USED SHALL BE.DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 1,!4'Elco 410 {min.3.35 ksi) ...I 2.1W !-To, 0.11dIng Cod. 15-1210.02 S.S.Cratufl8rr Uagroided CMU. Jamb 2-111r 11-1/4' NOA-No. BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE (ASTM r-DO) 1-1/4' EKPIratiOM Date 04/2112021 REVIEWED BY THE BUILDING OFFICIAL, FRTHEFBCANDTOBEREVIEWED 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS P ey BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES I Mlamt ode Prodecf Control 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, EXAMPLE CONFIGS..........2 f 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 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF DP/ANCHOR TABLES........7-8 SUBSTRATE IS WOOD,301{FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS EXAMPLE............................9 APPROVED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETAILS............10 STANDARDS USED: ANCHOR LOCATIONS 11A6 20114-FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................16 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES ..............19 THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2, ALUMINUM DESIGN MANUAL,ADM-2010 \:(Nm 4.1144 SCREEN DETAILS.............20 DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. AISI-SI00-07182-2010 PARTS LIST..:..... 21 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED05 f WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA JAI 10/05/15 ¢t i "o. J ROSOWSKI j 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED N TABLE A GENERAL NOTES a� 9 1� Ott. THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM _65 t .7 EDGE DISTANCE, 0 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFYTHAT THE OPENING'S REQUIRED CliR'T,CFAUYH.#29296 DESIGN PRESSURE IS MET OR EXCEEDED,USE THE ANCHOR QUANTITIES SHOWN. 5)INSTALL AS PER THE GUIDELINES OF THIS SHEE-r-SET. 1070 TECHNOLOGY DRIVE A.LYNN MILLER,P.E. 0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. N.VENICE,FL 34270 D-!547..0 .(941)-480-1600 SGD-5470��MD-5470.0 66705 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 1&2 PER TABLES I&2 PER T Nr---I -Nr--I Ik I I , . T I� (1) 1 MAX UNIT MAX.. MAX,UNIT &I ,, /, 0 MAX.UNIT HEIGHT HEIGHT HEIGHT I ga a HEIGHT PER h PER TABLES 1 2 PERTABLES i&2 PER TABLES I&2 h PER I&2 vj PC I PANft2-PANEL (b 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH- MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&27 PER TABLES I&2 PER TABLES I&2 � q N— MAX.UNIT ien, HEIGHT /13 MAX.UNIT MAX.UNIT 0 1 1 1 1 /, (0 PER HEIGHT HEIGHT TABLES i&2 PER TABLES I&2 PER TABLES 1&2 h h h /I k 11 IN N,-J CORNER,TqYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS OUTSIDE COMEA WOW",0MCCORMEn MIUA PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH 8110"'ply)Rg with the Florida 0.1101.1 Cod" NOM.PANEL WIDTH fFN NOM.PANEL WIDTH NOA-N.. 15-1210.02 PER TABLES`1&2 PER TABLES i&2 Expiration Date 0412112021 t (D F & By MAX.UNIT MAX.UNIT10 Mfmm-f:� control Effb Product Con HEIGHT HEIGHT b 91 ,W ] gig I HE d5 PER TABLES 1&2 PER TABLES 1&2 h Pocxer POCKET Nr--J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X'=OPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-8-9/16' "0"=INOPERABLE PANEL "INN'lij, I 11)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB DLO HEIGHT=DOOR HEIGHT-11-1/10" Gtys ze 0 ET PANEL HEIGHT=DOOR HEIGHT-2-1/2' LOCATIONS,EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PXXXX0,pxXXX OR XXXXP,OXXX IN P"POCK POCKET CONFIGURATION CAN BE OXXXP. VINYL SLIDING GLASS DOOR NOA 1A 10106115 No,58705 2)90-&135-CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. LUZ: l uj -V, Z- q 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND Is TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 4iJ ROSOWSKI - , REVIEWED BY THE AUTH(5AiTY HAVING JURISDICTION. 0 (—DETAIL LETTER , cof 6z Z� 4)FOR NOM.PANEL WIDTH,SEE TA13LES I&2. 1070 TECHNOLOGY DRIVE (1) 1,01 M till," 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' SHEET NUMBER N.VENICE,FL 34275 ' A.LYNN MILLER,P.G. (341)-480-1600 SGD-5470111 NTS ffj _2�0:F 1 1911 MD-6470.0 REA 50705 :2: �mDETAIL Al DETAIL 81 DETAIL C11 METAL 7YP.,SEE ANCHOR TWRU IX WOOD ASTRAGAL DETAIL D17 NOTE-4,SHEET 1;MIN.OF 3 FACING I INTERLOCK INTO METAL THREADS BEYOND THE CONCRETEICMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1W MAX. REQUIRED IF DOOR HEIGHT 13 OVER 9.0- 21 TYP.ANCHOR TYPE, MAX 28- C. 96 EMBEDMENTAN6 EDGE EDGE DISTANCE PER 22 DISTANCE SUBSTRATE,SE TABLE A.SHEET I& /I\t 60 LOW DAYLIGHT •NOTE 3,BE OPENING WIDTH EMBEDMENT EDGE DGE DISTANCE DISTANCE�.".- 26 20 04 1 1 20 CXTERIO SEE NOTE 0, SEE NOTE 6, 27 Ra IX OR 2X WOOD THIS SHEET Er NOTE 6, 15 THIS SHEET 1/4"MAXX 8BUICKSTRIP,SEE SEE NOTE 6.THIS 6 EET 29 THIS SHEET EMBEDMENT— ANCHOR NOTE 4,SHEET I ————--J_ 98 X 314°SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE PLATE AT 03 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENITAN6 EVERY HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR — SUBSTRATE,SE LOCATION DETAIL C2 FD—ETAiL-021 DETAIL-B21 TABLE A,SHEET I& IDETAILA21 I INTERLOCK I INTO MASONRY r ASTRAGAL I NOTE 3,BELOW FACING INT- 2X WOOD SUCKSTRIP OR I INT02XWOOD I a REQUIRED)FDOOR EMBEDMENT ——————-- R— EIGHT FRAMING,SEE ANCHOR DAYLIGHT el 1/4"MAX. NOTE 3,SHEET 1 OPENING INTERIOR PRODUCT RENEWED 22 EDGE complying with the Florida WIDTH i twirling C d. DISTANCE NIOA-No. 0 '15-1210.02 7YP.ANCHOR TYPE, SEENOTE6,THIS EET Expiration Date 04/211202.1 EMBEDMENT AND R 25 F -1 EDGE DISTANCE PER----/ TYP.ANCHOR TYPE By SUBSTRATE,SEE pkz.%&� EMBEDMENT AND t ME= miamt-1) d8 Product Control TABLE A,SHEET I& .. -,; I EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, II SEE TABLE A,SHEET EDGE I&NOTE 3,BELOW WERIOR DISTANCE L:v�_ PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAYBE 114"MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL-SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR 14N Aft 71111 NOTES ANCHORS,SEE EXTERIOR DIRECTION. ........ Cp 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 0,THIS SHEET) DETAIL SHEET19 ALL PARTS IDENTICAL. rbJ05 2)REFER TO ANCHOR NOTES,SHEET 1. FORALLLOCKSTILES, 4 C t4o. P)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED �j VINYL SLIDING GLASS DOOR NOA 191 10105/15 ANCHOR QUANTITIES,SEE TABLES I&2. STILESAND HORIZONTAL RAILS 5 mz 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT ALL INSTALLATION.HORIZONTAL X-SE 0 1 WSKI FRAME ANCHOR LOCATIONS. C9 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD ON. Loft 8)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR CERT.0FAL11H,1120206 INTERLOCKS REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DRIVE THE EXTRUSION.-REFER TO TEST REPORTS FOR EXACT DIMENSIONS, STANDARD HD N.VENICE,FL 34276 111 - A.LY"."MILLER, S P .P.E. - 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1800 SGD-5470111 NTS I-Al' 3 OF 2 MD-5470.0 6�1 69706 FDETAIL Ell TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E31 DETAIL E41 F-INTO MASONRY I AND EDGE DISTANCE PER INTO WOOD INTO MASONRY DADE APPROVED MULLION,FBC SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMiNUMISTEEL- OTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETEICMU FRAMING SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. EDGE 'NOTE 3,FRAMING, I /-SUBSTRATE,SEE TABLE A,SHEET '��\ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHOR DISTANCE EDGE TABLE A,SHEET 1 REQUIREMENT EDGEI&NOTE 3,THIS SHEET DISTANCEDISTANCE! EDGE DISTANCE -v EMBEDD- ENT EDGE B T E V EE A C S 'R U- B I S C TAL R0 ATR E BLE A SHEET 1) DI TANCE EMBEDMENT EMBEDMENT EMBEDMENT 114"MAX, 1(4'MAX L114"MAX. 8 ib�MAX. 1/4"MAX, IXOJ32X�OOD BUCKSTRIP,SEE 0 TYPE M5 )M T D TYP.ANCI-IORiYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, A r ":4 SUBSTRATE, T SHEET1 EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET a-, NOTES FOR 1)DETAILS.APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. T LOCK' 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRA'Al.,' S, T'L�, 3)SEE SHEET&11 a 12 FOR ANCHOR LOCATION&SPACING, FIXED DLO WIDTH=NOM.PANEL WIDTH-8-9/16" LIIJ AND (18 X 3/4"BMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8 IS REQUIRED AT OLD HEIGHT=DOOR HEIGHT-11-1116" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT-DOOR HEIGHT-2-1t2" EVERY ANCHOR (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT 26 PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEEHEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT HEIGHT SILL RISER EXACT DIMENSIONS. Building with the Florida THIS EET VARIES WITH Building Code REQUIRED NOA-N.. 15-1210.02 POSITIVE 04/21/20211 EXTERIOR DESIGN FKpIration DIAO, -.390 1— By PRESSURE, Z� control SEE SHEETS' MI.ml-Do5f.-Froo.at EXTEHIOR III OR@) 7&8. — ..390 .390--1 1-- 2.947 <3 33 2SH N -J7 .793 3.464 4.041 OW 114"MAX. 42 .#43-A5-4 0 APPLY —E2887 L L 25 OROG 62 .390 F I 1--- -1 1 2.370 GROUT AS 9 NEEDED,SEE .0 ANCHOR NOTE 2. 12 2-1/Z'=TOTA .060 .000— 5.SHEET I (D- Li 114'MAX r72 L .000 SILL HEIGHT a(SILL RISER a(SILL RISER a(SILLRISER SILL RISER f 2-1/2"TOTAL 3-1/2"TOTAL 4-1110"TOTAL4fi(4-6/8"TOTAL z SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EDGE 1q..r,8705 1A 10105/15 z EMBED EMBEDMENT JT TYP,ANCHOR TYPE, INSTALLATION.VERTICAL X- ECT. a, J ROSOWSKI MENT DISTANCE VINYL SLIDING GLASS DOOR NOA 4 EDGE' I TYP.ANCHOR TYPE, DISTANCff--4 \--EMBEOMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND m <$ b EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE o CERT.Or AUTH.#2929 CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE, PER ANCHOR IDETAIL F11 SEE TABLE A, - IDETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DRIVE REQUIREMENT SHEET 1&NOTE 3, SHEET &NOTE 3, N.VENICE,FL 34275 A.LYNN MILLER P.E.WTO MASONRY INTO WOOD THIS SHEET (941)-480-1600 M�D-5470.0 THIS SHEET jjSGD-5470 NTS 4 OF 21P.E.I!69705 U 71 INTERIOR 2 INTeRIO 71 2p 80 d 25 OR 26 37 go MAX IS.6'0.0. &R i INTERIOR 33 a MAXO.C. 36 10 SEE SHEET ig MAX 3.6"0.0, INTERIOR DETAIL H2 u SEFSHrET19 oo* F300 11 �0033 00° INTERIOR 94 MAX S&V O.C, 7r EXURRIM 135* 90, DETAIL G133 FD-E--T-A--IL- H1 I I MAX I&WO.C.04 lNSIOE CORNER INSiOE CORNER 40 EXTERIOR INTERIOR <3 MAX 3. .c. 00 CKTURIOR SEE SHEETIS _U PRODUCT RENEWED a.complying with thl,Florida BuIlding Cade 135* NOA-No. 15-1210.02- INTERIOR Expiration Pat 1/2021, By 00 Product Control NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. @ R 20 tttit Mitt 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR as QUANTITIES,SEE TABLES I&2. 38F 3)CORNER ASTRAGAL MAY BE EITHERTO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION, .. .... . 0 DETAIL G2 MAX 16.6,O.C.go EXTERIOR 135, MAX 3.51 O-C. VINYL SLIDING GLASS DOOR NOA No.50705 SEE SNEET16 10 96 10/05/15 CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKI R' CERT.OF ALITH.W29298 E -F.7- 1070 TECHNOLOGY DRIVE ONA\- N.VENICE,FL 34275 111 111%0" L (941)-480-1600 ..�JSGD-5470111 NTS 6 OF 21 4e MD-5470.0 Jalj A.LYNN MILLER,PE. i OPTIONAL NON- o DETA(L 11 STRUCTURAL INTO MASONRY INfO MASONRY ANCHORS FOR t '"'' �j I EDGE CpNCRETEICMU 22 INTERIOR POCKET AIu1 i TERIOR 81 21 TYP.ANCHOR TYPE,EMBEDMENT J DISTANCE JAMB .,• as 2° zT AND EDGE DISTANCE PER REQUIREMENT, INTERIOR POCKETS MUST sEE FIa L SUBSTRATE,SEE TABLE A, ;. `. THIS SHEET 000 o SHEET 1&NOTE 3,BELOW �;.. FIGURE i,INTERLOCKS AT POCKETS: INCLUDE A NONSTRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE ?+.: 1: 10 t rv` •?:`: , OPT. POSSIBILITY OF WATER ANCHOR at q INFILTRATION. 'xl{i 114".MAX EMBEDMENT >f : .; POCKET BY OTHERS,SEE ' u� 1B 17 OPT. `: ;K ,i.-• .' .'. 17 PT. NOTE 6 BELOW. al�im EXTERI G, FOR DOOR HEIGHTS OVER 96" OPT. 114"MAX. 97 21.9„ `� Teo is s, V ANCHOR 10 MAX.O.C, SEEFIGI, 30 TYP.ANCHOR TYPE,EMBEDMENT CONCRETE]CMU °+ d EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PERL 2a DISTANCE REQUIREMENT R xT ' SUBSTRATE,SEE TABLE A,SHEET 1 c� &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TY ,SEE ANCHOR NOTE AND EDGE DISTANCE PER P. 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MiN.OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as complying with the Florida EDGE DISTANCE Building Code NOTE 3,SHEET 1 NOA-No. 15-1210.02 DISTANCE-� OPT.ANCHOR 0412112021 DETAIL I3 OPT.ANCHOR Expiration nate _ INTO METAL � ��` EMBEDMENT Bv_ "�.—"'--"� j' 17 OPT. 4 17 OPT. Miami-Oa Product Contra! EMBEDMENT i -DINT AIL 14 1 4"MAX.—j q o MAX. II EXTERIOR WJ i1 �v7 10 ORE FIG 1, THIS SHEET 01 SEE FIG 1• d & TEn I02 THIS SHEET 00 20 R 27 .22 V 20 `1114 Jill I ittt7j 21 01 v OR EXTERIOR POCKET ��,1Q��'�,.vNN nf��tF''', EXTERIOR POCKET ;�.'v1cLNSE NOTESt r= 1)DETAILS APPLY TO 2;3 AND 4 TRACK CONFIGURATIONS. ;ALUMINUM SLIDING GLASSDOORNOA a10/051152)REFER TO ANCHOR NOTES,SHEET 1. -HOOK EXAMPLES,HORIZ.X-SECT. 1� J ROSOWSKI 7t u l '3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ((��JJ a d1'• I�S��,�. J 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, a r T1+ ® � � %CTI.••'••,.Fto+t1Q?:••'�C�~:: 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE a� J,JJ LONA+ 11 J + AND REVIEWED BY THE AUTHORITY HAViNG JURISDICTION. N,VENICE,FL 34276 +i i t!I I1 SGD-5470 NTS 6 OF 21 MD-547D.0 a aIYNNMIttER,P.E. {941)-480-1800 y q P.E050705 I TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all opprowd configurations on Sheol 2) Use this table for., Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astragal Reinforcement 1129 60. w I ' PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, SHEET FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or#26 60-15116"DLO Height 72-15116"DLO Height 84-15116°DLO Height THE MAXIMUM DID AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Sid.Interlook Reinforcement 027 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE UP DUE TO THE SILL HEIGHT MUST ALSO BE A I B 1 0 1 D A I B I C I to A 1 8 1 C I F-, CONSIDERED,SEE TABLE Bi,THIS SHEET. Design Pressure +127.11-127.1 psf +1201-120 psf +102.91-102.9 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR.C3+1,3 ANCHORS 19-118" HeadfSHI . C6+1 C3+1 c3+1 3+1 C5+1 1 C3+1 1 G3i-1 103+1 C5+1 C3f.1 C3+1 03+1 CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT 24" OLD MIDSPAN OF PANEL). Width Jamb 5 5 6 6 6 1 IQ 5 5 5 6 -— P-hook 7 7 7 7 7 1 7 1 7 1 7 13 0 8 a TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +100.3!-106.3 psf _ +100.21-100.2 psf +05.3!-65.3 psf _ _1 THE It OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-1/8' Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 I C3+1 C3+1 I C3+1 C5+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS, 30" DLO Jamb 6 6 0 5 5 6 a I Width P-book 7 7 7 7 7 7 7 1 7- _8 8 0 8 Design Pressure +92.91-02.9psf +67.31-87.3psr +73.81-73.8pst 3t 3i-118" HeadfSIII 05+11 C3+i C3+1 G3+`I C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb - 5 5 6 j 5 5 5 6 5 5 6 6 5 . P-hook 7 7 7 7 8 8 8 0 Design Pressure +76.41-70.4 psf +78.41-78.4 psf +05.01-05.8pst lo 37-1/8" Head/5111 C5+2 C31-1 C3+1 C3+1 05+2 03+1 G3+1 03+1 C5+1 C3+1 C3+1 02+1 42' DLO TABLE 81: Width Jamb 5 6 6 5 5 6 6 6 6 5 6 5 Water-Limlled FIG 1: P-hook 7 -7 7 7 7 1 7 7 7 8 8 6 8 (+)Design Pressure OH LENGTH Design Pressure +601-50psf +601-60psf +601-60psf I Sill om.Sill- MaxMax ,(+)DP 43-1/8" Head1SIII C3+2 C3+1 C3+1103+1 C3+2 (33+1 03+1 C-34 C5+ 03+1 C3+11 Riser Height Allowed tr- DOOR ASSEMBLIES 40" OLD Width —Jamb 5 5 6 5 5 �5 5 1 None 141116' See Note 2 INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 7 7 7 7 7 1 7 1 A 8 8 w OVERHANG(OH)LENGTH 15 1 Ith the Merida 42 2-11Z +30.7 psi EQUAL TO OR GREATER THAN In3u1G1d1`a9P11od1,W _43 3-1/2, +00.0 psi THE OVERHANG HEIGHT IS NGA-N.. 15-1210.02 USED IN EXAMPLE ON SHEET 0 44 4-111V +80.0 pet 0 EXEMPTED FROM WATER• Expiration Date 04/2112021 45 4518" +100.0 psf INFILTRATION RESISTANCE. -Miand-re productUonlrol DLO WIDTH NOM.PANEL WIDTH-6-9/10" DLO HEIGHT=DOOR HEIGHT-11-1118" I I lYtdN 4f14 PANEL HEIGHT=DOOR HEIGHT-2-1/2" op. TABLE NOTES: VINYL SLIDING GLASS DOOR NOA 19 10105/15 sY t No.68705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE I — AND TABLE BI DETERMINES THE WATER LIMITED(+)DP, DID&ANCHOR QUANTITY TABLE a; J ROSOWSKI 41e_ 11 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL -STIR741 RISER IS NOT REQUIRED.IF SO,+DPIS;SHOWN IN TABLE I MAY BE USED. Pi,0 3)SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.112929r, 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE RAI 5)REFER TO ANCHOR NOTES,SHEET 1, N.VENICE,FL 84275 A.LYNN MILLI 0)SEE SHEETS 11-16 FORANCHOR LOCATION&SPACING 1(941)-480-1600 - SGD-5470111 NTS 111 7 OF 21 MD-6470.0 P.E.'I 587 J TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved oonfloufallone on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: I Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, Astragal Reinforcement#29 80" 04" go., IOB" 120" SHEET I FOR COMPLETE ANCHOR LIMITATIONS. Looksille Reinforcement 1126 60-15/16"CLO Height 72-16118"OLD Height 04-16116'DLO Height 98-16t16'DLO Height 100-151161 DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement 1128 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group - MAXIMUM POSITIVE OF DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C I D A I B I C I D A 1 13 A I B 7 CONSIDERED,SEE TABLE 132,THIS SHEET. — I C I D ��D =�=D -' #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +169.4/-169.4 psf +1607-160 psf +137.11-137.1 psf +1201-130 psf +1067/-116,6 psf - CLUSTERED AT PANEL MEETING POINT AND (ANCHOR REQUIRED AT 19418' Head/Sllf C5+1 C54-11 C5+1 C21+1 T5_+1 C6+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+11 1 05+1 C5+1 C3+1 C5;1-C5+1 C5+1 03+1-___�MIDSPAN OF PANEL). 24P OLD 5 1 5 1 a 6 --TOTAL it OF ANCHORS THROUGH THE JAMB. Width Jamb 6 6 7 6 1 6 5 1� 7 5 7 5 6 6 a - 0 6 a v-10 10 P-hook 7 7 7 7 7 7 7 7_ 8 1 8 1 8 8 9 9 9 9 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +14L61441.8p3f +V3XI-IJ3.6rosf +11181-11Z8pst +99.11-107.4psf +87.61-95.1psf PERPENDICULAR To THE GLASS. 254/0" Head/Sill C5+21 C5+1 C5+1 C3+1 +1 C5+1 C5+1 05+1 C3+1 C5+1 I C5+1 I C5+11 103+1 CG+1 C5+1jC5i1jG3+1 30" OLD Width - Jamb _ 6 5 7 6 !1 5 7 1�5 6 6 7 5 e 6 a e 6 a 8 0 P-hook 7 7 7 7 7 7 1 7' 0 8 8 8 9 9 9 1 2 10 1 10 10 io Design Pressure +123,91-123.9psf +116.4/-116.4 psf +98.51-98.6psr +85.31-92.4psf +75.31-61.6 f FIG 1: 31-118" C6+T Z3—+lC5—+jTC_5+jjC6+I C3+1 D Head/Bill 06+2 C5+1jC5+2jC3+*I CS+2lC5+IIC6+2103+1 C5+2 C5+1 C5+1 C3+1 05+1 C6+1 OH LENGTH LO 61— Width Jamb 5 5 7 5 6 6 1-7-1 5- 5 7 6 6 B 0 8 1 0 1 8 6 P-lurok 7 7 7 7 1 7 1 7 6 8 8 1 8 _9 9 9 9 10 1 to 1 10 10 DOOR ASSEMBLIES • DosIgn Pressure 004.51-104.6pst +104.51-104.6psf +07.81-07.8pst +75.71-82 psi +60,51-72ps7— (9 INSTALLED WHERE THE 37-1/8" ul OVERHANG(OH)LENGTH IS 42" OLO Head/sIll C6+2103+2 C6+2 C3+1 C6+2 Cl5P2 C5+2lC3+i 05+2 C5_+1_C5+21 01+1 C! C54-11C15+110501 +1 X EQUAL TO OR GREATER THAN Width Jamb 6 6 6 5 5 7 6 5 5 7 6 6 1 6 8 1 6 x THE OVERHANG HEIGHT IS P-hook 7 1 7 . 7 1 7 7 7 —7-1 7 8 8 8 8 10 10 10 1 10 0 EXEMPTED FROM WATER +8o/-6o psf +60 -60 Psf +601.65psf +501-65psf — INFILTRATION RESISTANCE- 43-1118' DesIgn Prassfire +$9/-Bops/ 00/-60 Psf T+_l_C_5+2TC_3+_1TG5+ C6+2 C3+1 HoadISIll G6+2 C3+R C5+21C3+i C5+21C3+2105+2103+11 !6 - 4W OLD Jamb 5 5 5 1 5 6 Width —FT_5 6 5 5 6 7 TABLE B2: PRODUCT RENEWED P-hook 7 7 7 1 7 _7 1 7 7 6 0 8 1 a 9 T-9-F-9 10 10 as complying with the Florida -63.6 psf Water-Unilled Building Cade Design Pressure +74.11.74.1 psf +74.11-74.1 psf +63.81 (+)Design Pressure NOA-No. 15-1210.02 49-118" Head/Sill C5+2 C3+2lc3+2lC3+1 C5+2 C3+2 C5+2 C3+1 051-2 03+2 C5+2 03+1 DLO Jamb 5 63 —5 5 6 5— 5 6 6 5 Sill Nom.Bill Max.(+)DP Epir.11o.Date 0412,112021 S Width P-hook 7 7 7 7 7 7 7 1 7 8 �Rlser Ffelght Allowed ay 4 Not available In these sizes. Kane None7rl/�16- �Sea Note2 55-118, Design Pressure +60/-60 psf +80/•00 psf +60/-60 psi 42 2-11r +38�7 psf 601, OLD Head/Sill 103+21C3+21C3+21021+1 C�033+2103+21C3+11. C' Width Jamb 5 1 5 1 5 5 6 1 5 6 5 43 3-1/Z +60.0 Psf P-hook 7 1 7 7 7 7 1 7 7 7 B 0 0 0 44 4-9161 +80.15 psf 45 45/8" t100.0 psf DLO WIDTH=NOM.PANEL WIDTH-5-9116" ......t' DLO HEIGHT=DOOR HEIGHT.11-1/16" LYWI 411( 11,,, r,r msw PANEL HEIGHT=DOOR HEIGHT-2-1/2' 0 TABLE NOTES: jqo.5e705 VINYL SLIDING GLASS DOOR NOA 10105115 9OWSKI R TABLE 2 1)1F WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER DP&ANCHOR QUANTITY TABLE J ROSOWSKI - A z AND TABLE 82 DETERMINES THE WATER LIMITED(+)DP. ?3..-•�i 1� I$ .. I.Q.- SO. 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL K • , RISER IS NOT REQUIRED.(FSO,+DPIS SHOWN IN TABLE 2 MAY BE USED. CERT.OF AUTH,620296 Q 3)SEE SILL RISER TYPES ON SHEET 4. 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 JISOD-5470111 NTS I 8OF21 MD-6470.0 EXAMPLE. 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, FRAME JAMB REQUIRED 0 SPLICE INTERIOR CENTERLINE CENTERLINIF SEE FIGURE BELOW FOR ADDITIONAL @ INTERIOR POCKETS ol INTERLOCK �OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, CENTERLINE CENTERLINE CENTERLINE PROJECT DESIGN.PRESSURE REQUIRED:+48,2!58,6 PSF E MAX. 01=PANEL I OPPANEL2 OFPANCL3 POCKtToy OTHERS,SEE NOTE 0. pp SHEET 0 -'-27 ANCHORAGE. 26.3!0"MAX. 0'MAX. ANCHORAGE' SHEET 12 '+2"ANCHORAG SHEET12 •C3-.CLUSTFR, 3'CLUSTER, SHBET'li EXTERIOR $HEET12 SHCFT12 END ANCHORAGE el, SEEPOCKETJAMII (MIN.1 ANCHOR) OPT.ANCHOR\ SPLICE NOTE: INSTALLATION ON' HEAD ANCHORAGE DETAILS ALIGNMENT NOWSTRI URALANCHORSMAY SHEETS PXXX(3-TRACK) TO AID IN' BE ADDED IN-FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. BILL SPLICE INTERIOR L.-CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 1. Of!INTERLOCK OFINTERLOCR ANCHOR INFORMATION, M CENTERLINE _CrNTrnLINE CENTERLINE AX. OFPANEL I OFPANEL 2 I OFPANELj KETIlY — INTERIOR CPGG R.. r 1 0 EXTERIOR HE NOTE 0, 0 0 SHEFT6 Of 0 0 I..MAX. C ANCHORAGE, '+2'ANCHORAGE. "+2ANCHORAGE, SHEET 1 •C ETV #F'SHEETii 'i SHEET 11 31c CLUSTER. lrMAX. FRAME JAMB SHIENT 11 END ANCHORAGE EXTERIOR MAX. SEEPOCKETJAM13 (MIN.I ANCHOR) REQUIRED @ INSTALLATION ON SILL ANCHORAGE DET D.C. INTERIOR POCKETS SHEET 0 AILS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1 PXXX ,2 -(3-TRACK) PRODUCT RENEWED as compzi ,T FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF BuildInglon owIth the Florida +48.21-0.0 ATA NOM.PANEL SIZE OF 48"X84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 15-1210.02 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN EKPIfatIDn Data 0412912021PRESSURE REQUIREMENTS, DISTANCE NEXT CLUSTER TO 85 26-318,O,C.OR LESS By I Control FOR WOOD INSTALLATION USING ANY, 4 ANCHOR IN GROUP A(SEE TABLE A),TABLE I SHOWS ANCHOR REQUIREMENTS OF: P.twk 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6"MAX• 0*MAXHEAD(CLUSTER ANCHORS).SHEET 12 FOR THE"CT'CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT,ANCHOR THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE 42 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE �' ALIGNMENT MIDSPAN OF EACH PANEL. D.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB BILL(CLUSTER ANCHORS):. 11 FOR THE'IC3"CLUSTER ANCHORS AT 25-W8",OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTERLOCKJASTRAGAL 3 NN ANCHORAGE ANCHORAGE .. q, /, PER THE FIGURE ABOVE: - SILL(INTERMEDIATE ANCHORS):SHEET II FOR THE 42 ANCHORS AT THE r-C NS, DETAILS DETAILS MIDSPAN OF EACH PANEL, o 1LAM&6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA 1A 10105115hIO.07W FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT., STRAIGHT DOOR EXAMPLE 114�1 J ROSOWSK( LOCATIONS OF CROSS-SECTION DRAWINGS. B)SHEET 10 FOR SPECIFIC GLAZING TYPES. N izo 3)INSTALLATION DETAILS INTO WOOD CAN I0 C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. CERT.OF AUTH.1120296 x(CftlOI'-"0 BE FOUND ON: ............. .\��. TECHNOLOGY DRIVE D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS- HEAD&SILL:SHEET 4 1070TECH E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. -IAMB.SHEET 3 N.VENICE,FL 34276 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480-1600 1 IiISGR-54701il NTS III 9OF21 jg�j MD.5470.0 A.LYNN MILLER.P.E. P.E.11 68705 SILICONE STRUCTURAL HOT-MELT BUTYL STRUCTURAL SILICONE 3116"NOM. POLYISOBUTYLEN 1/4"NOM. FOAM WITH DESICCANT WITH ' DESICCANT 1-1116"NOM.r_ EXT,GLASS EXT.GLASS 3/16"T GLASS 75 70 11/10"AIRSPACE- 77 T8 3[16"T GLAS9 PAINTED! INT.GLASS INT.GLASS nz 0 a3 ///��LAMINATED SURFACE 75 KODISPACE SUPER �:l EXTERIOR 4SG TPS i8 SPACERO NXT'm PRODUCT IS'EXTERiOR- 1 710"NOM. GLAZED"IFp62-631S ; GLASS TOWARDS THE EXTERIOR. ( I BATE aINTERIOR A PRODUCT 19"INTERIOR- GLAZED'IF6(12-53 IS 70 TOWARDS THE INTERIOR. ALUMINUM 00 REINFORCEMENT POLYISO- DESICCANT FILL AREA Bt1TYSENE AL 5116"NOM. GLASS DETAIL 6H 6"NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED PRODUCT RENEWED FOAM STAINLESS STEEL NOTES: as complying with the Florida EXT.GLASS as com Code 1)6ACKBEDDING SURFACES SHALL NOT HE PAINTED OR LAMINATED, NOA-No. 18-1210.02 EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, Expiration Dato 04/21/2021 iNT,GLASS "T"=TEMPERED ay _ INT.GLASS Mia�t-D' roduct Can!of TT DURASEALO 76 XL EDGE' SPACERSPACER e$1. ...........<C�c�'i 4 VINYL SLIDING GLASS DOOR NOA 10!05/15 GLAZING DETAILS J ROSOWSKI i XN '•. 7'LOR051•' w CERT-OF AUTH.fl2929S m $ i�jfi -s \� '1070TECHNOLOGY DRIVE SN�St,t'` N.VENICE,FL 34275 f3 .4ILRE,(941)-400-1500 SGD-5470 NTS 10 OF 21 2Z A. MLER.MD-5470.0 P.E. 50705 SILL CLUSTER ANCHORS LAYOUT: SILL 11+11 INTERMEDIATE ANCHORS LAYOUT, ASTRAGALOR ASTRAGAL OR PANEL PANEL_ INTERLOCK— INTERLOCK— PANEL CENTERLINE CENTERLINE CENTERLINE 4- CENTERLINE 4" CENTERLINE— 4' 4" MeRIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACI(CLUSTER'03' 2-TRACK CLUSTERW 15 Y-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+V ANCHOR LOCATION '+2'ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL,OR ASTRAGALOR PANEL PANEL PANEL INTERLOCK— INTERLOCK-1 CEWERLIN5 4- " CENTERLINE CENTERUM. 4" GENTERLINE CERT1111-1f4] EXTERIOR -4 3.22" EXTER10it 3.22" EXTERIOR I EXTERIOR EXTERIOR 3.22" 3-TRACK INTERMEDIATE 3-TRACK CLUSTERCr 1 -11, 3-TRACK INTERMEDIATE lu 3-711ACKCLUSTERW ..TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHORLOCATIONS 'til ANCHOR LOCATION '-r ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL_ PANEL — INTERLOCK INTERLOCK- CENTERLINE CENTERLINF CENTERLINE 4�' CENTERLINE 4�- CENTERLINE M 0 -P322- 3.22" EXTERIOR 93.22' EXTERIOR — EXTERIOR I OR ERIC R lu -TRACK CLUSTER v d--FRACKCLUSYFR 4-TRACK INTERMEDIATE v 4-TRACK11,17ERMED)ATE 4-TRACK INTERMEDIATE '- 'CT ANCHOR LOCATIONS 'CF ANCHOR LOCATIONS, '-I*ANCHOR LOCATION '-2ANCHOR LOCATIONS 3'ANCHOR LOCATIONS NOTES: ON MINIMUM ALLOWED. FIGURES PIRTAINTO THEFOULOVVING BILL 1)ALL DIMENSIONS SHOWN ARE BASED NOTES: IN...TGRMEP)ATEANCHOR LOCATIONS: 2)TRACK-TO-TRACI i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.376" 2,375" 2)TRACKT01-RACKFOR ALL SILLS: DISTANCE IS 2.376" W2.376' FORALLSILLS: PRODUCr RiENEWEID 0% HGGdBip +1 ne complying with the Florida \0' (V(NN Jamb 1. NOA-N..Building 451210.02 Code ..r.........74e FIGURES PERTAIN TOTHEFOMOWE.plrnilon Dat 04/21/2021 NG SILL O CLUSIFERANWORILOCKRONS: No.68705 gy VINYL SLIDING GLASS DOOR NOA 10105115 mi.nil- Product Control (6 ANCHOR LOCATIONS A j ROSOWSKI -A T 1131 Fl ((� S1 - 1�nT CERT.OF RUTH.020296 '1,i,710NAk- Hea1070 TECHNOLOGY DRIVE d/SlIl 1 P Jamb I N.V5N]Cl-,FL 34275 4 A.LYNN MILLER,Re.' P-hook i 7�)1 (941)-480-1600 rSG�--5�470 11 or 21 01 MD-5470.0 L PA.A 68705 ...... HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK—" INTERLOCK PANEL_ CENTERLINE 4" CENTERLINE 4 CENTERLINE CENTERLINE CENTERLINE/1-11 CENTERLINE ErFRICIii 122" EXTERIOR 1 1 3,22" EXTERIOR EXTERIOR 327- EXTERIOR \F� ".5 2-TRACKINTERMEDWE 2-TRACKCLUS'rER*03' I/ 2-TRACKCLUST5R*CS' lu 2-TRACK INTERMEDIATE RACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS --il ANCHOR LOCATION "«2'ANCHOR LOCATIONS 1+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL CENTERLINE 4" 4" CENTERUNE---1 4- CENTER LINPANEL PANEL 4" INTERLOCK 9 INTERLOCK— CENTERLINE7 CENTERLINE 4.75" r--'--7 -T- -N—j EXTERIOR 4 1--3.22" EXTERIOR EXTERI R EXTERIOil EXTEPJOk CK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACKINTERMEDIATE \11, 3-TRACK CLUSTER'C!" 3-7RACK CLUSTERCV 3-TRALOCATION '.2*ANCHOR LOCATIONS \D .3*ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL PA NE PANEL INTERLOCK INTERLOCK— F��L -7 4" N 4" NE 4" CINTERIIIIE:] CENTERLINE:] GENT INE TEAL OR :RLCCK— LIN 7 .-E E*, 4 CENTERLINE CENTERLI EXTERIOR 3,22' EXTERIOR EXTERIOR EXTERIOR .2V 4-TRAOK INTERMEDIATE 4-TRACK IWERMEDIATE-2* 4-TRACK INTERMEDIATE-.31 4-TR&CKCLUSTFR 4-TRACK CLUSTER "+I'ANCHOR LOCATION ANC14OR LOCATIONS ANCHOR LOCATIONS 'CVANCHOR LOCATIONS LOCATIONS NOTES: FIGURES PERTAIN TOPIE FOLLOWNGHEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE;S 2.RV�'� t2.3761 FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375' 2-375, FOR ALL HEADS: PRODUCT RENEWED Hand/Si S +1 asBuilding Code complying with the Florida LYNN 41 q id O • Jamb 6 NOA-No. 15-1210.02 F USES ERT NTO THE FOLLOVANO HEAD 7 1 - CLUVER ANCHOR LOCATION9: I Expiration vote 0412112021 *. No.63-10r) VINYL SLIDING GLASS DOOR NOA 10105/15 Fly MIR -D Product Control 46 ANCHOR LOCATIONS B �r J ROSOWSXI ST I- X, Corin. CERT.Or AUTH.f/20290 9 err!!I HeadIS111 I P)0 1 Jamb 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 0 X LYNN MILLER,P.C. OF JA .0 11 -1 (kl)-480-1600 I 1T1sGD-547(1)JFNTs 5 12 OF 21 91 MD-5470.0 P—HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING 14MDANCHOnLOCATIONS: 1 2.376- 4,76" 7.125" .7— MAX 2110 21.6' 21 G! Head/sill Jamb MAX. MAX. MAX, P-ITOOK, 1 7 O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR OPT.,ANCHOR TO AID IN ALIGNMENT 61, NOTES* MAX LMAX, MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN,FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY KFRAME 3-TRACK FRAME 4-TRACI(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. MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 11-X.600" PER END T'X.500- PER END @ I-X.509' SIL P 3 PER W E EE END D NOTCHES X HES .600" 2--TRACK SILL SILL SILL EXTERIOR EXTERIOR EXTERIOR (3)TRACK WEEP HOLES 8"MAX 1.1 6"X Igo (6)TRACK WEEP HOLES EVERY 24"@ 1.126-X.1 ff,_ (10)TRACK WEEP HOLES OPT.ANCHOR (i)WEEP NOTCH EVERY EVERY 24"@ 1,125"X,190"-,_,/ EVERY 24"@ 1.126"X.190"; TO AID IN 24-@ 1.37V'X,600" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.376"X.BOU' 24�' 1.376-X.1500' NOTES; 1)SEE TABLES i&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS). PRODUCT RENEWED OF ANCHORS REQUIRED IN THE P-HOOK. compl 1.9 with th.Florida N Building ndo ...... ....kll4e MOA-N.. 15-1240.02 E 's.4�' FIGURE$PERTAIN 707HE FOLLOVANG POCKET JAMB W-110010 ANCHOR LOCATIDNS, 121/2021 r. ltntIm 13.10 VINYL SLIDING GLASS DOOR NOA JA 10/05/15 13Y mi. I-D a Produot Control —11�-j J R-3-51,1 I 1;� TL ANCHOR LOCATIONS C wr L qvF HoWd-18-111 —03+1 CERT.OF AUTH,1129293 IVAL,' Tr F—T 1070 TECHNOLOGY DRIVE jig Fill N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)480 1600 �SG�D-5470 ��13 OF 21 MD-6470.0 P.15469705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTER ANCHORS LAYOUT: F FIOURIES PERTAIN TO'FH OLLOWING RO'CORNER SILL ANCHOR LOCATIONS: 00* 4-m L4o 4� 4- L-11 L_ 4" 4" 4" 4" HeadIS111 3 3.22- XTERIOR E F 11OR Mb IRAII 111 —;U�— 2TFACKVO"COR7ER —P -LOOK ' ONj Cr LOCATIONS COAT, HS-- 2-IRAGKOVCORNER E TERIOR 2-TRACK 90'CORNERE XTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CV 13 SPECIFIED) C4*ANCHOR LOCATIONS 'CO"ANCHOR U)CATIONS IUN5 (USE WHERE TY IS SPECIFIED) (USE WHERE-C6'is SPECIFIED) 4" 4" PRODUCT RENEWED 4�' o''* p'Cyodl'ae with the Florida 0.1ldlM., NIDA-N.. 15-1210.02 Emphration onto 04/21/2021 4" v A My ,a I do Product cantrol� EXTERIOR 3.22" EXT )R V 3.2r e 3-TRACK 90'CORNER ANCHOR CORNER 3-TRACK go'CORNER 'C4*ANCHOR LOCATIONS LOCATIONS 3-TRACK GO'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR (USE V44ERE-C3.is SPECIFIED) (USE WHERE'C61 is SPECIFIED) CV ANCHOR LOCATIONS "CO'ANCHOR LOCATIONS (USE WHERE'r3'IS SPECIFIED) (USE WHERE TWIS SPECIFIED) A_ L4- o \:�NN 4" L4- . ........ 4�? 4 4'- 4" IV - 0 Fklp� -p % EXTERIOR 3.22" 14'� 11 , X, 12F' C CO Nr 1114§310N EXTERIOR EXTERIOR EXTERIOR 47RACKSO'CORNtR - 4-TRACKOO' ORNER 4-TRACKOO'CO 4-TRACK 00'CORNER k FINER -ANCHOR LOCATIONS 'W ANCHOR LOCATIONS C4 (USE WHERE T3 CO ANCHOR LOCATIONS . 'CO'ANCHOR LOCATIONS' E 'T 13 SPECIFIED) (USE WHERET5'Is SPECIFIED) (USE WHERVC3.is SPECIFIED) (USE WHERE-05-ISSP SPECIFIED) A.LYNN MILLER,P.E. NOTES; P.E.#50705 FIGURES PERTIMN TO IHE FOLLOWING 90*CORNER HgAO ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, A VINYL SLIDING GLASS DOOR NOA 10105115 90* 2)DETAILS DEPICTANCHOR QUANTiTYAND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D h'j J ROSOWSKI ql 1 InT 3)TRACK-TO-TRACK i K =—I 0 DISTANCEIS 2.376" 2,375" 2.376' — CERT.OFAUTH.1129296 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 SGD-5470111 NTS JU14OF21 MD-5470.0 HEAD 135°CORNER CLUSTER ANCHORS'LAYOUT: SILL 136*CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO VIE FOLLOWING 11"I*CORNER SILL 44CHORLOCA7IONS. 135 4e- 4' 4" _'\4" 4' 4" XT I HeadfS111 I XTERIOR EXTERIOR Arrib .6 '01222" �,,Je�El EXTERIOR EXTERIOR ook 2-TRACK 135*CORNER 4�' -T�RIQR !E�XTERIOR 7 2-TRACK 135'CORNER .r,4*ANCHOn LOCATIONS 'C6'ANCHOR LOCATIONS2-TRACK 135'CORNER V 2-TRACK 135'CORNER (USE WHERE-C3-IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) 'C4'ANCHOR LOCATIONS TO*ANCHOR LOCATIONS (USE WHERE-Cr IS SPECIFIED) (USE WHERE TV IS SPECIFIED) e4� 4" 4" 0 PRODUCT RENEWED 0 4" ns complying with the Florida Building Code 4- NOA--N.. 15-1210.02 --T Expiration Del.04121/2021 R &EXTERIOR EXTERIOR rxT9Rl I I I A I I- I ' _R 4" 'D --I 1.—3,27, V 3.72"EXTIER510 3-TRAC1035'CORNER 3-TRACK 1351 CORNER LOCATIO IS 'CIV ANCHOR LOCATIONS MRACK 136*CORNER 3-TRACK 135*CORNER 'G4"ANCHOR l' 'CC ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE Is SPECtFIEDI jusE WHERE-Cs.is SPECIFIED) (USE WHERE-C3'is SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 4" 4"' 4" ........... 4" 1�)o.S8705 IsVOiCF P4 4- ? (6 bz A.T.-RI.'R EXTERIOR EXTERIOR v— EXTERIOR 10 1.2 -C lu 4-TRACK 13F CORNER 4-TRACK 135'CORNER 4-inMACK 135 44RACK135'CORNER ANCHOR LOCATIONS *C6*ANCHOR LOCATIONS HO r. C5-IS SPECIFIED) 'C4*ANCHOR LOCATIONS C6'ANC RLOCATIONS IA (USE WHERECr IS SPECIFIED) (USEWHERE (USE WHERE'C3'13 SPECIFIED) (USE WHERE CW IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.EAf 68705 FIGUnESpERTAINioTijr r"LLOVANG 1W CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA 8110105116 135' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E J k0sowsm Jamb 6 3)TRACK-TO-TRACK 7 DISTANCE IS 2.376" 2.3751, W2.376- ERT.OF AUTH.029296 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)-480.1500 -5 -5470�O S�SD 470111 NTS 111 15 OF 21 =D M HEAD SPLICE ANCHORS LAYOUT(a7 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL. FIGURES PERTAIN TO THE FoTo;;Wo— SPLICED SILLANCHOR LOCATIONS: SPLICE SPLICE ATIN PL or LOCATION 4" SPLICE 1.01 — SPLICE LOCATION4" 4" LOCATION EXTERIOR 3.22' EXTERIOR 3.22' EXTERIOR EEERIOR 2-TRACKSPLICE 2-TRACKSPLICE -.r '--RAC('PL'C' 2-TRACK SPLICE {USE U-C4-ANCHOR LOCATIONS "CW ANCHOR LOCATIONS 4.ANCHOR LOCATIONS .1.ANCHOR LOCATIONS P-hook 7� SEWHERE'C3'ISSPECiFIED) (USE WHERE-C6-IS SPECIFIED) (USE WHERE—CS IS SPECIFIED) (USE WHERE TV IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATIO!+] LOCATION Lo SPLICE SPLICE 4.75" *4- LOCATION W,A I LOCATION k4` PRODUCT RENEWED ERI 4- s Omplyt OR EXTERIOR 3.22" EXTERIOR EXTERIOR with the Florida 3-TRACKSPLICE -7RACKSP ICE Building Code 3-TRACK SPLICE 3-TR&CKSPUCr: C1.3 OL NOA-No. 15-1210.02 'C4'ANCHORLOCATiON3 lu '04*ANCHOR LOCATIONS 15 (USE ANCHORL CATIONS AHC�CR LOCATIONS -WHERET3*IS SPECIFIED) -RE 103-IS SPECIFIED) R, USE WHERSTS'lS SPECIFIED) Expiration Date 0412,112021 (USE WHERE TLE (USE SPLICE 4.75" spucrSPLICE SPLICEL_ LOCA716N7 LOCATION7 4" LOCATION LOCATION kill$ 1(1/1, EXTEi IDR 4" EXTERIOR11 EXTERIOR --4 k-122" EXTERIOR I 3.22" k-yNIV Ajjy 1/1, 4-7RACKSPLICE 4-TRACKSPLICE 4-TRACKSPUCE 4-7RACKSPUCE -C41 ANCHOR LOCATIONS TVANCHOR LOCATIONS '04'ANCHOR LOCATIONS 'CO*ANCHOR LOCATIONS , -IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) {usis WHERE-C6'is SPECIFIED} (USEWHERE C3 (USE WHERE-05-IS SPECIFIED) NO,OP705 S17 F C, NOTES: 0 it 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1",6�10NIA FIGURSSPERTAINIO THE FOLLOMNG SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHORLOCAVONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.11 66705 ' 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA iotoG/15 DISTANCE IS 2.375" � ILLS: 1 W2..3715" t2.376, �ANCHOR LOCATIONS F FOR ALL HEADS AND 8 J ROSOWSKI HBAdISPI 4)POCKET WALL OR CAVITY 15 NOT PART OF THIS APPROVAL AND IS TO BE DESIGNEO CERT.OF AUTK 11202 16 (Cl I Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE P-hook 7� N,VENICE,FL 34276 (941)-480-1600 SGD-54701gj NT F21 11 M 1 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGA OUTSIDE go- INSIDE go' OUTSIDE 135- C TYPES -AL INSIDE 135* INTERLOCK INTERIOR INTERLOCK INTERLOCK STILE W/HANDLE L ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERIOR OR our IN BOXOUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER IVER DOU13LE m LOCKSTILE INTERLOCK SINGLE itaFFILOCK Zc-- E. F PP K L L TC TA TV TW LOCKSTILE 0 JT ASTRAGAL SINGLE i8oxom Px1m) INTERLOCK CD-- B H P A C C SC SA SV SW SD I SINGLE S_�� DOUBLE Lu IN (Roxom? lao"o NTERLOCK INTERLOCK OUBLE FIXED lookom PDXAPO FW A N`rERLOCK STILE RR R S S FC FD FV CD_�C� LOCKSTILE w LOCKSTILFu _j W1 HANDLE D M ASTRAGAL LOCKSTILE P --- Ltaoxaun duo ASTRAGAL LR I DOUBLE SINGLE 90XOUT T U DS INTERLOCK INTERLOCK U- foo"m mox 9m iwXa_R2 LIJ ASTRAGAL BOX IN T u PAX" fwariv our.ow z uj ASRECEIVTFIAGER AL CT CS _CF IN.W ASTRAGAL RECEIVERJm= AT AS DF OLM137 ASTRAGAL� PRODUCT RENEWEDRECEIVER VT VS. VF As cDMPIYlng with the Florida Building Code NOA-14o. 45-1210.02 FALIECEtVEft WT WS WF Expiration Data 0412112021 BY Control LEFT -�Pwd..l PANEL PANEL STILE STILE PANEL TYPE'P'SHOWN. VL PANEL NOTES: -j LYNN 1)SEE CIPIANCHOR TABLES I&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE, 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 4 VINYL SLIDING GLASS DOOR NOA 10105/15 No.50705 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60"1 PANEL TYPES V, J ROSOWSKI m c 4 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OF AUTH.#20208 TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE i2 k N.VENICE,FL 34276 ____ 11 1(941)-480-1600 11.11 SGD-5470111 NTS 111 170F21'JR�j MD-5470.0 ' A.LYNN MILLER P.E. 0 P.C.9 58705 5.876 10.836 .540 291 061 "00 .500 115 41914 mo .762 IN 11 00 F� .930 Nr !Lg�mpjb!!� 2 Q -t FRAME SCREW @ INTERLOCK CAP, 00 s __A��d=1 5 1 U5 � C li.1 P 1.921 rioTt-W�1 301 2 TRACK HEAD/JAMB 4 TRACK SILL (DCOVI(PVC) ANCHOR PLATE TRACK INSERT EXTENDED POCKET 5,178 8.250 t �_1.000 262 062 .231 .0(30 2.060 .100 OBO 1.613 1.435 a-9 100 L3 Lg;414�j-T 949 1.983 3 llql* �1 1.681 002 if t BOTTO @ FRAME SILL @ 44-060 OM M� H .100 El F JIL SILL TR� 17 P-HOOKADAPTOR @ P-HOOK ll :UPPORT ADD-ON COVER ACK TRACK HEAD/JAMB 3 TRACK SILL 229 7r 094 125 --10.625 640 t7 .64D 201 .061 07r T 5.876 3.000 E�m 7e, ioci 0 itfl 1--2.607-4 R 626L 500 1.40 I-JLA 3, r-I F-I" �_.062 -4--.062 .329 1.81 CM 1.081 R .100LLL @ EXTENDED fREI�IIORCEMENT @ REINFORCEMENT FIXED PANEL CLIP @REINFORCEMENT KEEPER @ BAR COVER BAR PLATE KEEPER 4 TRACK HEAD/JAMB @2 TRACK SILL 1.026 1.670 1 1 - ims 1.595 3.483 -.309 2.690 .080 217�3 f .125 .099 2.833 2.368 075 4.279 .070 09.075 4.035 2.76 2.768 Z210 0 2.1 6 00 L 025 312 • 0 L 300 2. INTERICI COVER Y�72.710 Ti0 I-+ -.188 120 .........4� 41--.182 -2,291- .100 PRODUCT RENEWED L PANEL STILE,TOP as complying with th.ptorla. 25 TOP. *do I BOTTOM g @@ TOP,BOTTOM INTERLOCK,300 INTERLPOK.400 ASTRAGAL @ EXTENDED POCKET INTERLOC0.11di., ' AND STILE AND STILE- REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCKADAPTER @ ADAPTER K 32 ASTRAGAL @ANDBOTTOM RAIL NIDA-No. S- 210.02 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/2112021 REINFORCEMENT 3-452 3.326- 3.345 NOTES: coot. 1.472 1)SEE SHEET 4 FOR 0 --' 1 .090 1472 .919 .125- 3.2 9 _ 3.713 .090 SILL RISERS. .060 125 3.345 060 2.1175 .046 z9 3.2L47 06, _A6,- 2)SEE SHEET 20 070 .065 919 FOR SCREEN PARTS. mo_ 1.170 229 @135*CORNER @135*CORNER @135'CORNER @135*CORNER @90*CORNER @ 00*CORNER @ 90-CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES, EXTERIOR INTERIOR EXTERIOR INTERIORLYNN00 .210 .262- VINYL SLIDING GLASS DOOR NOA JAI 10/06/16 N9.50705 1.281 r1261 EXTRUSIONS 1141 J ROSOWSKI o 11 82 v L z: __qmJ T @1 5 BEVELED DEAD OGEE BEAD CERT.OF AUTH.029296 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941)-480-1600 IIISGD-6470111 NTS 18 OF 21 g MD-5470.0 2 A.LYNN MILLER,P.S. 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY TYPE AS USED PANELO1 4 JAMB& INSTALL ONE BLOCK AT HEADER IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE A,SHEET I TABLE I AT ASTRAGAL,INSTALL (3)#I0X ONE BLOCK THAT (9 l"(3)U8 X as 1.61,SMS SPANS BOTH PANELS. SMS n" FIXED PANEL CLIP INSTALL ONE CLIP AT THE XED HE {2)1/4" zs NEL MIDSPAN OF EACH FIXED --OX2-1/4"SMS Lip PANEL-TO-FRAME JAMB LOCATION. SMS-87 21 BAR COVER X2"SMS 00 22 REINF.BAR 1/8 x 1-1/4"sms KEEP JAMB TO KEEPER TC JAMS SILCASSEMBLY ATTACHMENT LOCKING JAMB Ij PRODUCT RENEWED as complying w1th tho Florida tlulldlng coda REINFORCEMENT PLATE NOA-N.. 15-1210.02 ATTACH WITH BB XI-1/4" 4-PANEL, CK to 34-112"MAX.O.C. Oxxx N Expiration pato04/2112021 By Mlarnl-6 roduct Control L (4)#10 Z's S INTERLOCK INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR (B REINF.PLATE i)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. I.YMN BOTTOM RAIL Illox 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS, SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM'98,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, (2)#l0XT'SMS No.681105 VINYL SLIDING GLASS DOOR NOA 10/05116 THROUGH SUPPORT, PANEL ACCESSORIES INSTALLATION J ROSOWSKI INTO PANEL&�1 0 9 061 #lox 'TA,TF O• �1/ �6 iii oa ASSEMBLY INTERLOCK SILL RETAINER 1-1/2"SMS ALL PANEL CORNERS CERT.OF AUTH,#29296 CLIP ATTACHMENT WELDED,NO ASSEMBLYAl• INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1070 TECHNOLOGY DRIVE 01IM10 ' N.VENICE,FL 34275 1(941)-480-1600 ISGD-547011 NTSJIT'9OF21]90 MD-E470.0 P.E.0 aeras A.IYNN WLLER,P.E. BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ou 121 QQ 133 1. 120Nt pz IDS Ito - HORIZONTAL EXAMPLE HORIZONTAL SEC2TjoNEXAMPLE 130 116 02 717 32 131 too El 12 1 C:::, 515 1 0 122 . 100 112 Ito Tic &,IG) HORIZONTAL SECTION EXAMPLE 120 C 104 102 HORIZONTAL SECTION EXAMPLEq1.202 j778 1.778 -935 .875 - I q 'I .075 r 1.020 _I)__-050 .045 SCREEN BSIDE RAIL, ASTRAGSCREEN &SCREEN OXO 1.993 1.993 1 SFRAME ( AL * Ln LN RAIL LATCH ADAPTER I PRODUCT RENEWED 9BOXSCRgEN (BBOXSCREEN (qBOXSCREEN AS Comp Ing with the Floricia TOP RAIL BOTTOM RAIL SIDE RAIL 1.43 Rulkling"ade 5-1210.02 f-j r--•72G NOA-N.. I 127 .705- .,.q, F Expiration Date 04121/2021 OR 3 1.020 1.593 002 --j 1,373 '26 120 .040 rp+.- , -�1-2.1-1-i By SCREEN VINYL 721 SILL IF1.872 063 2 OR&R@ 123 ASTRAGAL SCREEN 0 17-1 1.833 124 ADAPTER ADD-ON sar - r__1 n R (BBOX 11Ox XSCREEN SCREEN 81CREEN &OOXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION RUG FLAP ADAPTER VERTICALSECTION EXAMPLE EXAMPLEfyq NOTES: iii 055 1.487 1)ALL DIMENSIONS IN INCHES, 1'.487 No.58705 .7- 1 510 $ VINYL SLIDING GLASS DOOR NOA 0 (BBOXSCREE t SCREEN DETAILS J 20i;w N 507 768(qBOX SCREEN HEAD 1, STA 1',V 11 ASTRAGAL SILL ADD-ON AND JAMB ADD-ON ADAPTER CERY.OF AUTH.#29296 61 V 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 JISGO-6470111 NTS Ill 20 OF 21 JE11 MD-6470.0 1�11 A.LYNN MILLER,KE, TABLE C: TABLE D:BOX SCREEN '# Part# Description Material # part# Description Material # part Description Material 10001 2-Track He Rlgl PVC 4D 19001 8D'Camor Astragal Cap-Exf. Rigid PVC 100 12266 Box Screen Rall. 8063 T6 Al 2 10002 2-Track Sill Rigid PVC 41 19082 g0'Comer Astragal Cap-Int. Rlgtd PVC 101 12267 Box Screen Bottom Rail 6063 T6 Al 3 10026 3Traak Head/Jamb Rlgld PVC 42 19085 SIII Riser-(2-1/2") 8063 T6 Alum. 102 12268 Box Screen Side Rail 1 1r0020 3-Track SIII Rlgld PVC 43 19022A Sill Riser- 063-76 ' 6083 TS Al 4 (3-112') 6063 TS Alum. 103 64428 Box Screen Intodock 6063 TS Al 8 19027 4-Ttack Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/16') 0063-Ts Alum. 104 17347A Box Screen 9napon Bug Flap 608378 AI 6 18028 4-11ack SIII Rigid PVC 46 19024A SIII Riser-(4510") 6063.76 Alum. 105 64345 Box Screen OXO Astragal Adopter 806378 At— T 19009 Frame Screw Cover Rigid PVC 50 71860ow .187"x.320°Finseal(Stile) 106 17348 Box Screen Aslrngol Adapter 6083 T6 A# 8 19031 Anchor Plate (K83-T6 Alum. 61 716961(. 1-112'x 1"x 314"Fln Seel Dust Plug 107 19039 Box Screen Frame Sili Add-on 6063 18 AI 9 19007 Track Insert 6003 TB Alum. 52 71690 Dust Plug 108 19038 Box Screen HearUJomb Add-on WW T6 Al 10 19064 Interlock Cap-Extended Pocket Rigid PVC eo 419041 interlock Clip Cover PVC 109 72OXiX #14-20 x 4"MS @ Top Sell SS 11 19030 Bottom Rail Support 8003 Te Alum. 61 78163X Tandem Roller Assembly SS 110 7 1793G Warp, x 10"x. 5U @Bottom Roti SS OI 12 19006A Outer 9111 Cover 0063 T6 Alum. 62 78163N Tandom Roller Assembly Nylon 111 717936 Walp,,270"x.160'•Fin g Fl 13 19011 8111 Track Cover Rigid PVC 03 70X76FPTX #8 x 3141 Ph.FH SMS @ Roller&ReIni. SS 112 7SRAZ Wsip,rd Roll.600'@Bug Flap 17 19032 P-Hook Adopter 6003-76 Alum. 64 419042 Frame Header Block Nylon 113 7SRAX Standard Roller Nylon 18 19020 P-Hook 6063 T6 Alum. s5 48052 Roller Adj.Hole Plug PVC 114 7SRAX HD Roller SS 19 19047M Extended Keeper 806378 Alum. 88 44385 4 Hole Bumper Stop PVC 116 wdas Scroen Locktn Hardaaro Steel 20 19029M Keeper 0063 T6 Alum. 67 TOX114FPTX 96 x 1414"Ph.FH SMS @Bumper stop Ss 118 418063 Screen Keeper Steel 21 10014 Reinforcement Bar Cover Rigid PVC 68 710864 Sill Plug PVC 117 76X1PPA #6 x T'Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005 T6 Alum. 69 78165X Gomini Manisa Look w/long Tdm plate SteoVSS 118 16571314 screen Selina- Vinyl .160"&.166 119 1818(20 Screen golh 23 19037M Fixed Panel Clip 6083-To Alum. 70 71032XIFPFX 1032 x 1'Ph.FH MS @ took SS Fiborglaee 24 10035M Reinforcement Plate 8003-T6 Alum. 71 Lades Handle Kit Cast Zino TABLE E:STANDARD SCREEN 26 19017M Top Rall,Bottom Rall and Lockstiln 6006 T5 Alum. 76 Kommedtrq 48G TPS Spacer System # Port# Description Material 26 19046 Reinforcement Composite 76 QuanexSuper Spacer nXTwith Hot Mail Butyl Sae Sheet 10 for 120 12033 Scroen Frame Rall 8083 76 Al 27 19010M Interlock.300 Reinforcement,Sid. 600546 Alum. 77 Quanex Durasoal Materials 121 12020A ISineon Frame-Side Rail(Latch) 6063 T6 At 2B 19013M Intodook.400 Reinforcement,HO 6005-76 Alum. 78 Cardinal)9.Edge Spacer 122 17363 Screen OXO Astragal Adapter- 606376 Al 29 19019M Aefragal Reinforcement 6005-T6 Alum. 79 Dow Coming 885 or GE 7700 Bnckbedding silicone 123 4653K Screen Vinyl Asbegnl Adapter f0gld PVC 30 19083 Extended Pocket interlock Adaptor 8083 TO Alum. 82 1tlo44 i-1/1B°Bowled Dead Rig1d PVC 124 190128 Fmma 5111 Screen Add-on 8003 T6 At 31 19000 Interlock Adaptor Rigid PVC 63 19046 11116'Ogae 8asd Right PVC 125 BFP95K Sup Flap,65+/_b dura. Vinyl 32 19046 Astragal Add-on Rlgld PVC Bs 717261( Selling Block 1"x 4"x 1/161,86+1-6 duro. Neoprene 126 7OX112PBATS #8 x 1-112"Ph.PH SMS(Assembly) SS 33 19004 Panel SIIIe,TopfOottam Roll Rlgld PVC 90 7B1pSTX #8 x 1"Ph,PH SMS Frame Assembly SS 127 712027 Cotner ICoy Wheat Assembly(Standard} Nylon 34 19040 interior Jamb Cow 6003-T6 Alum. 91 7OX114PHPT41OX #a x 1-1/4"Ph.PH SMS @ Ro1nL Bar SS 126 712O278S Corner Key Wheel Assembly(HD) SS 35 19070 136'ComorAstragal . 6063-76 Alum. 97. 710XIPH?Ti8•BX 910 x 1"Ph.PH SMS @ Rail Support SS 128 modes Screen Locking Hardware Stool 36 19077 136'Corner Astragal Passive Mount 0083 T9 Alum. 93 7iOX115PPX #10 x 1-1/2"Ph,PH SMS @ Fxd.Pni.Clip SS 130 71OX34PPSDAX #10 x 3/4'Ph.PH SMS @ Screen Ast. SS 37 18079 136'ComerAstmgai Cap-Ext. Rigid PVC 04 710X2.5PHPT18-6X #i0 x 2-112'Ph.PH SMS®Rainf.Plato/Ast. SS 131 7BXi2PPSMSX 48 x il2"Ph.PH SMS @DoorAst. 85 36 19080 135'ComerAetragal Cap-Int. Rigld PVC 95 71420X2.25FPFX 1112 x 2-114'Ph.PH SMS @ Hdc Block SS 132 169213/4 Screen Splino-.145" Vinyl 39 19078 90'Comer Astragal 6003 Ts Alum. 90 716X1.75PPX #10 x 1.314'Ph.FH SMS @ Keeper SS j-33—T 1816C20 Screen Cloth Fiberglass 87 710X34PPX Ii10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int. S$ PRODUCT RENEWED \\\ntitnrrrr as complying with the Florida `�� ' \44 t-YNIV 4� 'Building Code .•••"" •• f!! i NOA-Na, 15-1210,02 r�' \.\GCSfI,yC'•.•tcr, �� Expiration Dale 04/2112021 ',`r; •',5- i i� Ho.50706 Z 7 VINYL SLIDING GLASS DOOR NOA 10105!15 ayiTM� ( ?� �~ Mia roduct co,trot •\� ; '!y ,�•,- PARTS LIST XROSOWSKI ` SV : �7 lCERT.OF RUTH.#2929xNDTEs:1)ITEMS#14-10,40.49,63-59,72-74,60,61,04,85,07.89,g8&99 ARE NOT' 1070 TECHNOLOGY DRIVEUSED AND ARE NOT PART OF THIS APPROVAL N.VENICE,FL 34275 A.rYrart 1"87MILLE--P.E, (841).480-1000 SGP-5470� NTS 21 OF 21 XP.E.#fie70S MIAMI- 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.miamiaade.eovleconomy 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'TGT"Clipped Extruded Aluminum Tube Mullion—L.M.L 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 1 and evidence pages E-1 and B-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 o � �J jl 1 Approval Date:April 14 2016 r Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR,, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Aix,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 Cont oI aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" 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. Mauel ,P.E. Product Co,,tr I 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: NON-IMPACTOR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS I)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHEyj FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, HAVE BEEN TESTED AS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. GENERAL NOTES..........__........_._ 'INSTRUCTIONS..___......._.__........1 FIGURE 1: ELEVATIONS........_.„.._._.......__ MULTIPLE [—OPENING WIMN FORVERTICAL MULL FIGURE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO 2X WOO MULLIONS INSCRIBED INSIDE *FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TOIX&MAS6� __2 SEE DETAILS SHEETS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/47 FROM THE CLIP. INSTALLATION NOTES.----..2 SHAPE MULL TO MASONRY..................G NESTS 2-3 MULL TO STEEL STUD___-_.3 c1l 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_......_......_.,........,3 ED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE I STRESS ANCHOR 3 A 88 INCREASE WAS NOT USED to IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, ALTERNATATE CUPS.....................4 Z cl) BAY MULL INSTALLATION..-......._4 0 ttJ lX2xA25MULLSPECS........5 _j 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE i INSTRUCTIONS. I X 2 X.375 MULL SPECS.............6 I X 175 X-375 MULL SPECS---? U) BE DETAILS I X 2.75 X,65 MULL SPECS........._a z E HAU all 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 3.126 X 500 MULL SPECS--.-.9 LU 0 0 A T /11 � I I i SHEETS 24 CH-RAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 XJ25 MULL SPECS._..._..._10 10 00 m W, :D -A...C.UZLS AN I X 4 X.376TUBF MULL SPECS 11 (D OP ONLIT )ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I.- _4� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. I X4X.376'r MULL SPECS.___lI _j OF NG 1.25 X 3.188 X.265 MULL SPECS 12 HEIGHT 26 X 3,26 X.lDO MULL SPECS 13 Q MU6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(IS). " 25 X.624 MULL SPECS-...14J 3FOR .25 X 3,LENGTH HORIZONTAL 1.26 X 3.94 X.024 MULL SPECS.-AS gSEEDETAILE. M EDMENT TO BASE MATERIAL 15HALL BE BEYOND WALL DRESSING OR STUCCO.WOOD SUCKS By OTHERS,MUST 2 X 4 X.26 MULL SFFCS____If,7)ANCHOR EMS SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X SX 25 MULL SPECS............ co AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 2.111 X.126 MULL SPECS_IB Z_- REACTIONS, 30*X 3.25 DAY MULL SPECS.-_19 z 0) Q 45”X 3.25 BAY MULL SPECS 20 Q z MULLION&CLIP DIMENSIONS.__21-23 z FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES 1&2...................._,24 _j PRODUCTSMAY M E Be LOADING rXAMPLES..__,.__._.25 SQ TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ix BYPOT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, 6 0<H z w I ;.o 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ CL z In to 0 HORIZONTAL A-DIGA 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2-3 WIDTWHEIGHT OF EACH IN DIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. 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. MULL "PE16 VWDTH_l I—ROFUL MULL LENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. LENGTH T7t, 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TRIANGULARfrRAPEZOIDAU. OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBsimi FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED F HEIGHT complylva with The Flodft OF MULL FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ".1141.g code HEIGHT. LENGTH HORIZ. vERT. MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REgUIREMENT(LBS/FT2)FOR THE OPENING OBTAJNED IN Acoepimcat4o MULL — STEP ll� LENGTH pirm, Da L L 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Nye REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY, OPENING WID ...... SINGLE MULLION SINGLE MULLION 4OR VERTICAL MULL 0)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE -,\' , LYNN, OPENING WIDTH L ANCHOPJSUBSTRATFIANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FORVFRTICALM= CAPACITY IS MET, \CENS� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS • FROM FIGURE 1 ABOVE, 7)IF THE MULLION CAPACITY(LBSIFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT2)FORTHE No.56705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 0VERIFY THE DESIGN PRS2 • twil 02014 FLORIDA BUILDING CODE(FBC),STH EDITION • ) PRESSURE RATING(LOSIFT)FOR THE FENESTRAT10N PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION s CAPACITY(LBS/FTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION • ITFEr 0ANSI/AF9PA NDS-2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. C, 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA To APPLY FOR A PERMIT. ti NAISI- 2010-07/82-2010 ,,, A.GKN( Iylfli�15.E. FL P. .#58705 I DETAILA: DETAIL B: MIJLLON �V3 G 0 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTWP TYP.ANCHOR §: �y OR WOOD FRAMING AND PER SUBSTRATE, WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 15.168 Q (OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) BYOTHER3LO, SEE NDTE 1, N j MULLION SHEET I. • d SEE SHEETS 'd i MIN 2.7 KSI .I EDGE t j EITHERTHE 1 I I ' ft2l-23 FOR HOLE .d I I CONCRETE OR CMU' DISTANCE, STANDARD 1 LOCATIONS I. 1,I5EESEETABLES J tV OFFSET MULL °; EDGE ° 1 EDGE 0137ANCE 1&168 jy" N CLIP MAY BE I DISTANCE / m 1 ° FOR MASONRY 'O ILI INSTALLED BY d d. t II FOR WOOD / .4 1 1 4 ANCHORS CO C? - d ° L 260'MAX FOR e a ....._ THI9 METHOD. I SCREWS - t 1 I � �': ,a' SIDE VIEW II--" 2 � J ALLMmuoNs d: o ERHFRTHE .� '.d ,� ° 3TANDARO OR 5 V m d 4 d.4 OFFSET MUti Z - "d. °d EXTERIOR ° I7N71sinoi T? Z .d EDGE .. Q Z .e d•d DISTANCE 4 ° e FDR F— Z r r MASONRY d 'd O Z N Q THE QFF3ET CLIP IS ANCHORS aD p d' RECOMMENDED FDR (n Q'� �o�r EXTERIOR °d e FIN•FRAMI]) .�..II vi d WlNDOW5.0V7 MAY _ _ ALSO BE USED FOR 9 p_' F Y y OTHER FRAME TYPES. � (n !'n Z Q O Z TYP.ANCHOR TYP.ANCHOR y$1 TVP.ANCHOR /�PERSUBSTRATE, PER SUBSTRATE, A PERSUDS1 TE, / SEETABLES 18.10D SEE TABLES 1B-16B SEE TABLES 10.100 // EDGFIEND DISTANCE BUCK3TRIP SEE TABLES AND EMBEDMEM 13UCKSTRIP 16.168 r;;• ATTACHMENT AND EMBEDMENT' '1"+ BY OTHERS, ATTACHMENT �" .�' SEE NOTE I, SHEET I. SEE NOTE I.1 ^. •.. SHEEP I. .. .l,..'�.',••, ...?�•..r.�; MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISED as complying with 9101110" FRONT VIEW B0ltding Code Aa«prancorw + L'xpimtion Date /jp21 INSTALLATION NOTES: BY Muni hndtleC 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t 1 I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION bYNN j frrr ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE (7,. "" ••• •.lC rr CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ``�a��••l\CENSE, ''•F'P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 7T it ND.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. _ J 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 16 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED '�^1 c'I,ORIO?;.•' ELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRYANCHORS. rr�S`3/ONAI•.�r�• A.L'S'NMMILLEf b.E. FL P.E.#58705 r . DETAIL E: DETAIL C: MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE'OR'CROSS' "d (STANDARD CLIP SHOWN) INTERSECTIONS, VARIES WE 2)MAY BE INSTALLED HORIZONTALLY TYP.A14CHM (SHOWN)OR VERTICALLY. F.�E'.!�TME PER SUBSTRATE. L �Q I OFFSET WIoR LL, SEE TABLES IB-130 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 CLIP Y. FOR CORRESPONDING MULLION. U) JINSTAU EDGE DISTANCE TOP VIEW -MULLION z U) 0 EfDiooly FOR MASONRY THIS ME xI ANCHORS VARIES 412STErLSCREWS, SELF4)RfLUNG OR PRE43%LL U) MULLION AND USE SMS0 W q0 CG O H EXTERIOR 4' MULLION 4 EDGE DISTANCE 4 RM4SCNRY WBSDOW$,BUT MAY Z ANCHORS ZI-rRSECTION U > U_CUP g' OTHER FRAME TYPES. EXTERIOR < TYP.ANCHCR -.4 PFRSUBSTRATE, 4 �$EET/{OLES 19-138 TYP- SEE SHEETS 21-23 FOR In TRIP PER SUBSTRATE. HOLE LOCATIONS BUCKS TABLES 18-138 6, ME BEE FRONT VIEW EDGE W _NT E-A DISTANCE Y.TNERS SEE LES co B-135 'TAB z Z EMBI EE _.;. <_ ED SHE.". EDGE a DISTANCE MSEE TABLES SIDE VIEW IN 23 KSI CONCRETE OR CAW MIN 2.1 KSI CONCRETE OR CMU 15-130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A PER SUBSTRATE, SEE TABLES 1p.130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS PRODUCT 1111VISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FORida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE as complying with Lbe Flat Building Code FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Ac"pI.ice NoiG--ZS&--3 N, E!pI 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. MULLION B y Tnti Y 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 440 t 5)FOR MASONRY APPLICATIONS IN MIAMVDADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE _ CE ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNFRYHAN SEDISE TATANBLES 1 IN Afj�z 10 GA AND COMPUANTVRTH THE!Ft BUILDING 19-13D FRONT VIEW CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD __Oti Luz ANCHOR VALUES MAY BE USED. COT 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITY OF SCREWS, P.E. FL REN 58705 _j DETAIL F: DETAIL G:' DETAIL H: I;4� UK 9 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) yY SEEDETAILSAU, SHEETS 2 AND 3 FOR INSTALLATION 30'OR 4W .TO SPECIFIC SUBSTRATES. 13AYMULL LO CIS /-MULLION 0 0) 0 V_ z L 0 0 0 0 0 0 0 0 _j w 0 0 TOP VIEW SIDE VIEW w V C> 0 6HOWNWrVNI'X 'X.12S* MULLSON4 TOP VIEW Z (0 TYP.ANCHOR 0 EXTERIOR PER SUBSTRATE, 5 SEE TABLES 168 OR 108 z TYP ANCHOR I STANDARDMULLIONCLIP I I EXTERIOR MODIFIED 70 FIT FIELD _j SEE TABLES IB-140 z CONDITIONS. < rXeANGLECLI P. Z Z 2 PERMULUON END,MUST BE ON MULLION <Z> INSTALLED INSIDE OF BAY MULL. LU _j I 2"X6'X.12V ANGLECLIP. z 2 PER MULLION END, MUST BE INSTALLED iiiz INSIDE OF MULL. co Of Cb 1 TYP.ANCHOR cb PER SUBSTRATE, SEE TABLES 18.148 IMO WOOD, STEEL,ALUM INTOWOODSTEEL, STANDARD CLIP TO BE EXTERIOR ORMASONRY E)UERtOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR (D evs ; PRODUCT REVISED Dc"- m complying with rho Florida 13.11di.g cod. INTO WOOD,STEEL, Ac-plartcoN.I,(O-6%18.03 ALUM,CMU ORMASONRY EDGE Fxpiration D.Io DISTANCE By PER ANCHOR , MENnI E_DG DGE PER E DISTANCE j/" R ANCHOR OTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F. 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. "of 'p 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.20'X 2.11'X,125-MULLION. I 2)DETAIL G:SEE TABLES I8-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE5S745Z: IND LOCATIONS. 'c 2)SEE TABLES IBA38 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL K SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE -'U LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, b .......... ,Ar FL 68745 1 TABLE 1A 2t Mullion Capacity Table IbsRt2 Opening Width(for terOceiltspanilgmu6lons)orOpening Height{torhoft rde*spamUignglHore} so In 601. 70 in SOM gain Min 120 in 1401. 160 In � p Roclengumf TmpRdang. ReclenBWer Tm"mv. RecI.W1« Tmprrdang. Rectenylm Tmpnherq. Redargmar Trap7Tdeng. rtectanguler Tmpmang. RectaWar Tmp/Tdeng. ReetangMat T7eprel-nii. Rectangum, 1te{YTdOne. A q 1X2X.125 L..ft L..fto Loading 1-Z Lo ft Lowing L..fiv Lad'me Loading Loading LoaAng Lowing Lading LoadNg Loader Loading Loadh9 Loading kit Alum Tube tillon f C11 Fi 42 In 1N.0 460 126.6 332 03.2 41.8 11e.6 323 Tao 408 167.8 321 69.9 408 104.4 119 62.5 408 101.0 718 65.9 400 104.0 319 40.0 400 10{.O 319 SSA 406 104A 314 30.1. 400 104.0 359 tll 48M 74.9 3f2 03.0 258 024 312 73A 252 47.0 312 07.0 248 48.8 312 032 240 41.0 312 81.3 244 37.5 312 01.0 244 313 S@ 01.0 244 26.8 312 61.0 244 23A 312 01.0 244 2 'W6251n 07.9 281 70.6 234 63.2 201 01.6 228 45.&. 285 65.7 224 38.0 281 32.1 222 35.6 281 $0,1 220 31.0 281 49.7 219 25.6 281 49.3 210 22.0 281 4F.3 219 2Q0 285 48.3 219 � �$ � 5{M 528 21.7 57.8 207 ;3.9 247 46.8 21.2 3X8 247 44.8 109 32.9 247 41.5 196 29.2 241 =A 194 26.1 247 35A 193 21.0 247 38.5 183 Me 247 30.1 193 IOA 247 30.1 103 .m M O BOM MA 200 411 170 32.0 200 35A 160 21A 200 31.5 163 24.0 200 28.0 160 2317 200 21.1 159 19.2 200 25.9 157 16.0 2DO 25.0 150 F-• -N4 Win 37.1 161 35.3 100 27.6 101 30.3 152 23.7 161 28.0 149 20.7 181 24.5 140 111.4 101 22.0 SM 10.9 181 21.7 143 0 68 in 20.0 165 3" 142 24.0 165 201 tag 20.6 165 :MI 130 58.0 165 21.0 534 72M 712 1 139 23,3 120 Me 130 120 118 Ise 138 17.6 118 11] UP) v Z 78In10.F 125 18.7 tOg 1b,] 120 10.8 107 � -4 . 'E# � 70h 1X5 tt0 ld.2 104 H d N O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: F z . o Anchor Capacity Table b9 VJ N aio ANCHOR CAP.,,e,,,,�, `- Sumlmte: 27k Comrele 3.6k Conn. Horow CMU FON CMU PT Wood Maid (DP-)X{ )°ANCHOR CAP.,,, � r- 5it0'Elco 114'68 Ek.SMV Etco Or 6S Ek:o 1108"1" i0 '05 Ot26tW 812Sled MULLION CAR„•,,,,.� 44! X Anchq Type Y70'Eko Ulhaeon 114'Eko Um4ean 3'IO'Eko UlBacon 114"Elft Igeeocn AnchvrCgppeHelnF Ul9acon ApgrcCot« UBmcon AOgre6alor Samw(o5)6ctew(Gs) scmw(ds) USE THIS FORMULA TO OBTAIN THE'ANCHOR Of � Edp owmeflay. r 2-1 1 r r 3-wMw 3- r 2-ur r 2.1rr r 3-1x6' r 0,or o b4' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN h= EmbNmenl 1-314" 1.314• 1.3/4, 1.374' 7 1.114' 1-114, 1.114' 1.114, 1414' 1414' r lair tare• 'des ACTUAL PRESSURE REQUIREMENT FOR THE p p h- 2Aoa4.7V MM.O.C.f8udRdor0ful Cap ft IX 390@1. 860 an 455 a. ago its te44 U. 2706. 280 ib5 354 Ws 740Ws 3741W 604 Ib* 946 Rn 341IDo -442 IM 560 ma OPENING,WHEN IT I3 LOWER THAN THE MULLION LL � IiRh"o 4 Amk-Q MY Min,O.C.I'BIeN«d lot Met)COp(Ft0.2k 4602» 70D Wa WA WA WA WA 3901be WA WA WA WA WA 682Ibs 8851M 71201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED 4AxhMQWMh O.C.l(2)2cbArpis COpa IIFIg.31 180 Ra MWS am Ib. Iwo lbs logo M. $40 On 5600s WA 700 ms 748%5 8800. W02 Ws 602 W1. 885115 IMM MULLION.IT WILL YIELD A MINIMUM ANCHOR a, 2 AncOaa DAY Mi..O.C.I UCIIp,Into.12Y Alum.(Flo.4p WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7t5 W5 CAPACITY WHICH MAY BE USED TO QUALIFY t Aechort FCSp SFfg.b): 195 an 105 W1. 225 Ws 445 Wa 022%s 135 an 1401ba 177 W1. 3T0 ON 18710* 3321°1. 473 W5 170 Ws 2211M 290111 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnSam 1.15"Mn,O.CJ FCIb(Fig.6Y 24o W1. 3501bs WA WA WA WA 19011. WA WA WA WA WA 341 ms 412161. 680 Ws ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. . I'.'C..1, FD . . ) w camPiYing with 11f¢Flotidl4 SEE SHEETSi2-4 FOR GENERAL INSTALLATION METHODS. --) 1.000" )+-• Building Cock nulldiAc.paeco Ab 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, x lmn Date 4 FIGURE 3: p 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. By' a ploducl HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,p00• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0 ANGLE CLIP MUST BE USED W PAIRS. .125" `�t��\{LYNN A1tj1/1"" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED tJ ••••• P i� CONCRETE BLOCK UNIT{CMU}SHALL CONFORM TOASTM C-00.WOOD SHALL BE PRESSURE-TREATED r i��p•'•10ENS5 •' '� !. FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' i ` •y' t• •'•+j '% THICK.STEEL STUDS TO BE A MINIMUMGRADE 33 AND.045'THICK{16 GAUGE}.STRUCTURAL STEEL TO 8E A7 1"X 2'X.t25•MULttON =.� ;' F}p,55705 LEAST LEAST,125"THICK AND A35.ALL ANCHHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND , THE MATERIAL.#10 8 Nit ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. I j/}� t�• ^ r � 3T TE OF ��. FLORID '' A.LYNAIiR;Y.E. FL P.E.#58705 i TABLE 2A e - MuIllon Capac&Table Pbeffe "F OpeningWldth(forveldcally-s anringmtillons)orOpen)ngHetght(rerh3dwnta*s errigmdlions) c! a 60 to Go In 70 In BO In 801n 1001n 1 1201n - - 1401n 160N 0 Raclengul. Tm"arg. Rectanodu Tmprdang. ,Raoteroular Tmprrdmv RedsgAt T- darg. Recterg.W TrapfMary• Radaroufar Tmprrdaro. Raot9rKmw TmprhtW Rectwo r Traprdar8. Rectan9bw TtWAang. os� 1%2x.376 LoarOro t.0ading tompa l.oadino L.WIM Leadiryl Loadnp :Lmdiro Loadlrg La94rig Loading Loading Loadiro Loadtg Lesaag Loofin9 Loadln0 Loading - nxraOE .w Alum.Tube 0! i 1 4a m 42 In 1704 620 1700 435 151.31 662 1700 478 1129.71 6@ 170,01 We 113,51 652 1 1645 518 100.9 682 18&9 617 80.8 662 1649 877 75.7 682 568.8 617 91.8 802 160.9 517 6&1 682 788.9 677 W J tll 481n 121.8 507 138.0 419 101,A 507 179,2 4110 89.9 807 108.7 403 700 807 1029 389 87.8 5% 99.8 397 60.8 507 940 396 $0.7 607 29.0 308 43.4 507 99,0 398 38,0 607 99.0 396 50,826In 103.7 450 174.0 379 98.4 456 99.8 371 7A.7 468 805 388 64.8 456 04.6 360 67.6 456 81,3 367 61.6 458 Sao 358 432 456 ae.0 3% 37.0 466 90.0 356 324 456 817.0 358 [141n 85.4 406 93.3 336 71,2 400 609 328 81.0 400 727 322 814 400 67.3 318 47.5 400 84,0 315 427 400 823 314 35.8 400 61.8 313 30.5 400 61.0 313 20.7 400 01.0 313 LU O . 0I••• 18 82.3 324 66.9 278 61,0 324 57.5 270 445. 324 51.2 254 30.9 324 40g 200 34.0 324 43,8 257 31.1 374 42.0 255 28.0 324 40.5 253 222 324 40.5 253 18.5 37A 40.5 253 co W In 518 294 57.4 262 44.8 294 402 246 3&4 204 43.6 241 33.8 294 3&a 237 2&9 294 37.1 234 =a 294 352 232 Yt4 204 336 230 142 294 334 230 106 294 33.4 230 In 48.8 268 49.6 230 300 208 424 22S 33.4 268 37.5 221 29.2 268 341 216 20.0 260 31,8 215 23.4 266 29.8 212 186 268 28.0 210 16.7 2G8 27.7 200 14.6 269 27.7 209 '1n Me 225 37.9 196 30.0 226 322 191 2&7 225 20A tee 226 225 268 185 Me 24 23.6 162 18.0 226 221 180 15.0 225 20.3 1177 129 225 19,0 176 11.3 225 19.6 176 � ow In 30t! 202 32.0 ITT 208 202 222 173 2L9 202 219 170 19.2 202 21.5 161 17.0 � 19.7 165 163 202 18.4 163 me 202 t&7 100 709 ZP2 75.9 158 9,8 102 15.8 158 %18 2la 192 29.6 198 23.8 192 Z01 10S 202 191 22.0 162 117 182 19.7 159 167 181 10.1 157 142 192 18.8 155 11.6 192 15.2 182 10.1 tet 74.4 150 8,8 182 14.2 150 Q J in 18.5 144 7g,0 JZ Q In 15.2 127 1&0 TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: us ci"' o An horCapacity Table fibs) ANCHORCAP. W X 6ubslmte: 2.7M rArcmla 3.Sk Corlo. Hollow CMU FOrnd CMU PT Wovd Melel (DP)X =ANCHOR CAP.,,,, w X stt6"Eice 114'SS EIea 5118'Eko 1/4'88 Eko #10 SW st2 SIM 1121ned MULLION CAP.,,",,,,,a, U X Q g Arehor Typo: 3/18'Elco Ugmcon 174•Elco Ugacsn ane•EtrA U9mcon 114'Elcv Utmcon AnehorCOpPatteme Vllmean AppreOata uWaooil AppreOetor sarsw(05)scmw(os) Sorew(Gs) USE THIS FORMULA TO OBTAIN THE ANCHOR O O Ed1ta 0laxae on), r 2-UT i• 2-ilr 3-lir. 1• 2-tlr r 2Arr r a-lir r oAr 0.54• 0,324• CAPACITY.REQUIRED"CORRESPONDING TO AN `C � Z (A N Emdadmenl(sl): 1.14' 1.314' lava• lala' Y I-Ne• t-vA• 1.114• t•vr 1•Vr 1.714' r tare• lace• .edea ACTUAL PRESSURE REQUIREMENT FOR THE �. �&OK 2Aro X4.75'Mer.O.C.1glandxdarMaetdyr(Flp.1}: 3900. 390bs 450155 Mbs 164423 27003 280 am 354 ba 74019. 374 lbs W4 Ws 940 Its 341 b. 4421b. 5601,, OPENING:WHEN IT IS LOWER THAN THE MULLION 4 Amb m Q 1.15•Mal.0.0.1 Slmdard(or OtmaO alp(Flg,2): 400 83 700 Ibs NIA WA NIA WA 380 ba WA NIA WA WA WA 087 rbs 885 lbs 1120 tbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anda 0 W Mn.O.G J(2)2xs kvw Cups l(fig.37 7866a 7601. OeD Im 156083 1698 to 540 bra 560 PA WA 160lbs 748lbs 680 ba 1092 roe 602 ba hes lW tt2o ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 A0aI-Q 0.45'Mi9.O.C,/U41ip,Nl'. .125•Abm.(FqQ: WA WA WA WA I NIA WA WA WA NIA WA WA WA WA NIA 1 715 be CAPACITY WHICH MAY BE USED TO QUALIFY tAnchor I F-atp{Flg.6): 195 g3 19563 225 ba 445 IM 8222. 1359. 140 lbs 177Ibs 3701m 187 bs 372 n3 A7316s f7o bs 2x1 lb9 200®s ADDITIONAL ANCHOR OPTIONS FROM THE 2 A9atlda 1.15•MIn.QC2 F-alp(Flo.B): 240193 3W ms WA WA WA WA too lbs WA NIA NIA WA WA 381 IM 442 bs 3SOits ANCHOR CAPACITY TALE. NOTE'FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: r-RODUCT RBVISBD -"""'Yins whin she Ffwdl i s 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- Banding Cod. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. _ ---� 1.000" r'-• ExpirationAcceptanc alIfo-c-2119.p`j Explmlion Dale ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Miami o]haducY 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.00q" (11 F . HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. (LYP! 2 r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��',�orC ...... ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376, Q..•' ti7GENsf'•.�d;P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED L = T"'• No.50705 •I' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.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 1'X 2'X.376"MULLION LEA�� • THE MATERIAL.#10&N 2 CK AND ANCHO S IINANCHORS TO WOOD MAY BE STEEEXTEND&0 S S.OR LEAST0 S.S.SCREW THREADS BEYOND �•OAS ��. S b ..�U. S +f@ F fi�ti'•...CO..... A.LYNN MILhEF3,P.E. FL P.E.#58705 TABLE M Mullion Capacity Table(bane a` Opening Width(for vedicallysparvirg nuillons)or Opening lit(for horizonte*sperving nitfions) a so sofa 70 in 001n "in lo0N 1201. 1401. 7801. p Reclenitear TraNTden9. ReelongtA TrepTdelg. Rectangular topwarg. Rectarguar TrepTdeag. Reoi Wier nsp7daag, Roo-atnr Trepr1daw. Reclanvater no"Ba9• Reetangutm TropRderg, fiectengWer 7taprtdeng• Ild 376I It Alura. Loading Loectne Loadn9 Loafing loadag Lo.d1g L..dng I Loading Loading Loading Loading Loading Loadng Loedfng Loading Loading Loading Loadrg 2 Tube fF Mullion z ~gym N 421. 170.0 620 IALO 435 170.0 T4; 110.0 478 170.0 686 170.0 508 1709 992 170.0 Ole 570.0 1118 170.0 621 170.4 1244 174.0 621 148.7 1301 1170-0 621 127.8 1305 170.0 621 ifi.tl 1301 170.0 62f Q W 48 In 170.0 1 708 170.0 524 170.01 850 1 170,0 684 170.0 B92 570.0 030 170.0 1133 170.0 681-1151.0 1139 170.0 877 138.6 1139 170.0 880 113.9 1139 170,0 680 97.0 1139 170.0 680 BSA 1139 170.0 680 _ 50.825 In 770.0 747 170.0 68J 170.0 E90 170.0 031 167.0 1072 170.0 654 748.0 iW2 170.0 72J 130.0 1032 178.0 741 Ii7A 1032 170.0 789 87.9 1032 170. 756 87.9 1032 170,41 750 73.4 1032 570.0 156 g 641. 170.0 7m 170.0 812 16t.3 8o7 170.0 691 1362 907 164.7 730 120A SOT 162.6 720 107.5 907 145.0 714 9&S 907 141.1 710 60.8 Sm 140.0 709 69.1 907 140.0 749 .50.6 Our 140.0 709 I p � 601n 141.1 735 1161.6 625 117.0 735 134.3 Oil 100.8 735 110.0 699 88.2 715 1002 590 70,4 73$ 99,6 663 70.6 735 95.1 678 68.0 735 91.5 574 60A T35 91A 574 44.1 735 91.6 674 03 In 1211.9 O88 130A 570 101A 666 111.5 07 07.0 685 90.9 $47 76.2 660 90.1 O38 BT.T ON 83,9 431 W.9 666 70.6 520 SAE 665 76.8 621 4XII 080 76.8 621 36.1 665 15.6 621 ',yam W J 66N KI0.0 607 1124 1522 05.3 60'7 98.1 011 76.7 007 85.0 Set 60.2 6m T21 493 58.8 607 711.5 408 57.0 807 019 4E1 44.2 em 53.4 478 37A em 82.1 474 33.1 5m 02.7 471 W m Cl T2N 81.0 610 65.8 443 65.0 510 73.0 4M 58.3 10 64.7 426 51.0 510 67.0 419 45,1 510 53.3 413 40.8 610 00.0 40E 34.0 510 15.9 402 28,2 510 44A 399 26,5 tl10 44.7 799 „"-+ 1A TO In 69A 456 72.6 400 57.8 458 81,7 392 40.6 458 $4.1 385 43.4 458 48.0 '378 30.0 450 44,6 373 34.7 4513 41.8 366 26.0 458 37.7 382 24.8 458 38.0 369 21.1 450 35.7 356 J J 701. 642 436 67.0 361 63.6 435 60A 373 45.9 435 49.5 366 40.1 435 44.7 360 35.7 433 40.9 3515 32.1 435 383 351 26.6 435 34.4 344 22.9 435 329 341 20.1 435 32.2 340 `d. BON 41.6 327 43.1 290 34.8.B 327 38.4 205 29,9 327 51.6 200 28.1 J27 26A 278 232 72T 25.7 277 20.8 327 21.7 28E 17.4 127 21.0 282 14.9 32T 19.3 266 4 Z sew 34.4 287 35,4 267 28.7 207 269 252 24.0 207 28.0 245 21.5 JJV287 20.9 249 17.2 26T 19,5 277 74.4 287 f6.O 232 )- Mled1. 24,2 227 24.1 205 20.2 227 20.0 201 17.3 227 15.0 lgE 161 x $ 111 N 22.3 215 227 194 15.0 215 78,1 181 16.9 215 16.6 ISO filet. 17.8 1E4 17,9 187 Y x (J x Q g TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: O<e� �� U) Anchor CB actt Table 6 8 a,0 /ANCHDR CAP.,,e,,,,,, g SObtl(@te: 2.7k CawrM@ 3.Sk cores. Hospx t34u Faee CMU PT wool Mafel (DP,,,)X{ )=ANGHOR CAP... � � D!' 5ne'Ecco 174'a8 Eko 5718-Etco 714'83 E1ao BtO Ste@I 61281eei 4128Sed MULLION CAP.,.,,,,., u A -7�' Anchor Cllp Patte7na AralrorTYpe: 77I('Eko Ullmeon 11.'ENo UNaeon W0a<on 3110'Ebo Ul9aatN1 114'Etta UNecan A9g2f3elar Ildwon A9gm0alor Sones IGS)saw(G5) screw(05) USE THIS FORMULA TO OBTAIN THE`ANCHOR Edca Otafbnce(in): 7' 2-tt2' i' 2-tt2' 3.1/8- r 24rr 1' 2-lir r 3.118- r 0.48• 0.54' 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 0n: 11.3/4' 1.314• 7,314' 1-3/4` r 1414' 1.114- 1.114' 1-114` 7.18' 1-124' r tare' 14x5- safes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhaa64.T5'Mn.0.e.rstandae0 orO9eet api7R9-t1 3906s 300M 450M 690M 16441ba 270M 280@4 3549a 7406, 374M 66410. 94816. 341*a 1.2M we r. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom0 LIS'MIn.O.C.l Standard(or0bel)flip ft.2), 480M 700M WA WA WA WA 3901bs WA WA WA WA WA 682lba 465 as 1120 Ica CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.ohora 6 3'Mm.O.C.112)2x5 Angfe 42ps 1 ft.3T 780M Tooge 8806, i56oM tg9Oroa 5409, wotbs WA 78O2. 748 It. SW lbs law lbs 68268 8015lb, 1120M MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhaa 0 0.451 Min.O,a/Uaip,NIo.125'Akan.(Fig.47 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7156s CAPACITY WHICH MAY BE USED TO QUALIFY t Anob.IF-COPO'19.4 1056s 1956. Mics 445Ibs 82268 1356. 140M 1776, 37oms 181 The 3321b8 473M 17068 22111. 2SOM ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mcnom®1.15'MN.O.CJ F•alp(Fp.el: 240 M 350 Bf WA WA WA WA 190 M WA WA WA WA WA 381 M 142 M 588 ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. <::_> "" CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �.�+1 PR4[StJCT RBYSSEO as complying with Iho riltrtrbs Building Codc Cp-O�,� FIGURE I: FIGURE2: Acaepiauc0 Not ' ---- . • + TABLE NOTES: 1.000` )rationDate i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. Dy SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi f do Product tbafr9t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: `,�� O�yY LYNN d//( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.780` �"'\;•LXCENS,'-•'C" t♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �"•' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. }`-' No.55705 ANGLE CLIP MUST HE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 111'. " (/ Q[(b LL FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.58.ALUMINUM SHALL BE 0053-T5 AND BE A MINIMUM OF.128' IT (/ !r * �� • THICK.STEEL STUDS TO BEA MiNIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT U S E F LEAST.126'THICKAND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.78"X.375'MULLION '•'r�.`•,.F(ORIOP,.•' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL ##58705 TABLE 4A Mullion Capacity Table Ibe/R' �3 Opening Width(forlerticaly-spard millons)or0 6ningHtltght(forhorizortaly-sparrttagmillore) �It 501n 801. 70 In Be[. 001. 1001n 1201n 1401n too in p 1 X 2.763[ RecUnguia TmprMmg. Rectftmdar Tmpmlarlp. Rmtmgdar TUpITlletg. RecUllgder Tmpffdang. Rectangular 'ft-Wden0. Reaiengater Tmprrgw4 Rectangular Tnp dm*. Rmtelg�tar Tmvm.% RmtenWiar Traprffl g. a tmdmg Leung Loadrtg Lowing Leading Loading Loading Loadn9 Londmg L00dn9 Loading Loadn9 LOaft Loading Loading Loading Loadng Loadlg off, .660 Alum. bF F _ F _ _ _ _ _ F F F a p ,�• 0' .. Mattlan � � E (n z 42 In 170.0 BM 170.0 435 170.01 744 170.01 478 170.01 660 170.0 See 170.0 992 170.0 519 170.0 HIS 170.0 52t 170.0 t240 V0.0 $21 270.8 1488 10:0 521 158.7 1620 170.0 521 136.8, 1620 179.0 521 _,i W 46 In 170.0 708 170.0 524 170.0 1 9% /00 1 684 170.0 962 170.0 We 170.0 1133 IM9 661 170.0 1275 170.0 877 170.0 1417 170.0 880 141.7 1417 170.0 680 121.5 1417 170,0 680 100.3 1417 170.0 680 : T 60.625N 170.0 747 170.0 563 170.0 888 170.0 BJi 270.0 1078 V0.0 884 170.0 1185 170.0 723 182,8 12601 170,0 747 146.1 1288 170.0 758 121.01 1288 270.0 1 758 1 ID4.51 12801 170.0 750 81.4 1286 1170.0 758ul d 54 In 10.0 707 10.0 012 270.0 056 10,0 891 10.0 1178 170.0 754 150.7 1130 10.0 803 133.0 1130 170.0 837 120.6 1130 170.0 858 JOSS 1130 270.0 set 80.1 1 1130 170.0 Set 75.3 1130 170.0 Set C3 ~ 60 In - 10.0 885 170.0 701 14e.5 915 1023 781 125.5 915 144.5 746 109.9 915 132,3 735 87.0 91$ 123,9 720 87.9 915 118.5 720 73.2815 114.4 715 82.0 915 114.4 715 54.9 015 114A 715 Cq J 631n 151.8 830 161.9 710 120.5 830 135,0 004 108,5 030 1232 661 04.0 830 112.2 670 54.4 530 104.0 062 75.9 030 08,4 650 63.3 830 07.5 849 54.2 870 84.1 849 47,4 630 81.1 Bio a8 In 132.1 767 1401 Me 110.0 757 118.8P4- Data 94.3 757 tOSA 024 S26 757 90.1 614 73.4 757 60.1 008 68.0 �757 84.2 See We 757 79.0 593 41.2 751 76.2 Set 41.3 757 781 591 2 dF $ c 72 In 101.7 038 108.8 552 84.8 SW 01.0 727 038 00.1 530 67.8 038 72.2 521 58.5 ON 85,6 514 60.9 038 02.3 508 424 0.338 57.2 500 30,3 830 55.3 497 31.6 038 $5.2 497 -1 5 Z 78 N 803 571 90.4 466 721 571 76A B. 71 87A 478 61.1 671 110.8 471 48,0 571 65.5 404 43.2 571 $1.8 458 38.0 671 47.0 4;1 30,9 571 44A 447 27.0 571 N.5 IIB d, 78b 80.0 542 83,4 474 68.7 542 706 57.1 $42 62.1 456 50.0 542 55.7 440 44.4 $42 S7,0 442 40.0 642 47.5 437 33.3 542 42.9 420 28.8 542 40.8 425 20.0 542 40.1 423 52.1 407 63.7 301 43,4 407 45,4 31,2 407 39.0 349 32.5 407 35.3 343 26.0 407 321 338 20.0 407 29.8 334 21.7 407 28.1 m 1e.e 407 24,1 322 10.3 107 23.0 316 ub1r3� Z 061n 42.9 358 44.1 320 35.0 350 37.2 314 303 358 32.4 300 20.8 358 20.8 304 23.6 350 28.1 300 21.5 358 24.0 286 17.9 358 22.0 289 16.3 358 10.2 264 � X� 10 11c, �S, 108N 30.1 203 30.8 265 25.1 283 25.9 257 21.5 283 22.6 247 !Ob 283 19.9 220 15.7 283 100 240 16,1 2S3 16.5 237 W PW _ 111 N 27.8 267 20.3 242 2J.1 207 23A 238 19.0 ?87 20.6 235 17.3 267 18.3 231 15.4 287 10,6 22tl C,j Y N 1MN 22.0 229 22.3 200 18,3 229 1$,a 205 15.7 1 220 1 18.2 202 U X TABLE 4B Anchor Capacity O O A00 Table be ANCHOR CAPACITY ADJUSTMENT FORMULA: ®Oo ANC , €�? Butnimte: 27k ComreU 3,5k Cann. Ho3owCMU Fuad CMU P7 Wood MOW (DP_)X� ,n ANCHOR CAP.,,, N16•Eko IM•8S Eko 5/18•FJoo 114•SS Eko 610 Steel 81281eel 612 SI.d MULLHOR CA'ON CAP.,,,,,,o,,," Anchor Clip Pattern ArshorTypo. 116'Eko Uluaoan 114-Ma UlUecm Ult-an 1t0'Ebo Neoeon v4'Eko 1904can A9gm(Iamr Ultm m AgpreOatar Somw(05)Samw(05) scraw(O5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge DUlame(in): 1' 2.117 r 2-Irr 3-118" 1' 2-la" r 2-1rr r 3-1/e' r 0.48• 0.54• 0.721 CAPACITY REQUiREW CORRESPONDING TO AN Embcdnlmt 7 1-314^ 1.7m• -1.3W 1-3x4' r 1-114' 4-fJ4' 1-114• 1.114" 1.114• rur r 1-1B' 1.18' .409 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhme 04.75'MN.O.C.I Slandud or Oftel ao(Fig.tk 39015 I 300IW 450%s 890 IN 1044 lbs 270 Ibs 260103 354 ba 740 bs 374 Us 684 tW 946bs 341 bs 44211n 500 b3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anotias®i.IS MN.O.C.r SWONd(of Oft(f)CFp fig-2k 480 bs I Tog gm WA WA WA WA 36osaa wA WA WA WA WA 6112 On 5 1120 roc CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhae Q 3'Min,O.C.1(2)2x5 Angle L11ps I(Flo.3p 760 iba Too ba Bao bs 1580 roc 18ge m 540 ba smois WA 760188 7401bs Bao the 18921bt 682 bsee 1220 bt MULLION.IT W0-L YIELD A MINIMUM ANCHOR En 00.45"Min.O.C-r14C7y,N10.12YANm.(FbAX WA WA WA WA WA WA WA WA WA WA WA WA WA 710IDs CAPACITY WHICH MAY BE USED TO QUALIFY tAnnha/F•C8p(fig.51 185 We 105 bs 22311m; 44511, 8118,3 235 ibs 1401ba V70m 370 M187 ft 33211» 4730» 170% 221@t 2a0%. ADDITIONAL ANCHOR OPTIONS FROM THE 2A hw@I.IVMN.O.CJF01 (Fb.O): 240t 350 R. WA WA WA WA 1900m, WA WA WA WA WA 341 b4 I 4421bs 560 bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. pItODUcr RF VISBD m complying with Wo Fltat(t4 Buil v 03 FIGURE 1: FIGURE 2: TABLE NOTES: Acceptanlw No%64bwb. -1 1.000^ FkpirelionOn j2Cal 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, adia7li do p14 i �a1t 3311 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i FIGURE 3: :�ekS\43.-........,LIF rir 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.750' �a:' SIG&NS( •^� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. r FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. T`-t No.!18705 ,< f ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED q r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED a-i^ -q (! !� fljti FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125' %1�y STAT-OF ;:4(1: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(28 GAUGE).STRUCTURAL STEEL TO BEAT n 'z l,'•• �� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.850•MULLION :�S� -• ..-•• 2 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 S.S. 1717 S/QN/1L A.LYNN MILLER,P.E. FL P.E.#50705 TABLE 15A Mullion Capaolty Table Ibse) Opening Width(for sedico%y-sperritlg mtttiom)or Opening Height(For hwi7nrts*sp4rc1ng millions) 5014 Win 701n 804 001n 100In 1 1201n 1401n login 0 Realengulw Mopliliang, Resle"Wer T10pRdarp, Re,,bwdm TnplMdp. RetlWOidm 4ep?dang. Rectmrpder IfIeWdalg, R0.1.1vi4r Treprildws RectnnoK Treed- Rlotaro4u TaPldallg. RaOtanDular T1apRdar9. 7c .� 1^n3,125" tnadndnp I.*. Luting L &o Ludp Loan9 Loafing Lwdn9 Luting Mang Loafing Lowing Luting ..,no Luting Loading Loading lnadng P .5or Alum Tube MuN a s a s D1 hIll � m z 1." ca N 421. 170.0 820 17MO 435 170.0 744 170.0 478 170.0 an 170.0 508 170.0 082 170.0 519 170.0 1116 770.0 $21 170.0 1240 170.4 521 170.0 14W 170.0 521 170.0 !735 170.0 621 164.4 1602 170.0 521 O LLI 48N 170.0 103 170,0 524 174.0 610 170.0 504 1700 092 170A WO 170.0 1133 170.0 681 170.0 1275 170.0 $77 170,0 1417 170.0 600 151.1 1577 170.0 650 135.1 1577 170.0 860 118.2 1571 170.D WO a = 50,025 In 170.0 747 1170.0 603 1170.0 800 170.0 031 170.0 1046 170,0 654 170.0 1105 770.0 723 170.0 1345 170.0 747 170.0 1484 110.0 756 141.7 1495 co 770.p 759 121.3 1405 T7p,0 758 104.3 1495 170.0 758 LU co 54 In 170.0 707 170,0 612 170.4 956 U0.0 601 170.0 ttie 170.0 154 170.0 1276 1740 803 tool 1401 170.0 007 140.5 1491 170.4 858 124-8 144! 170.6 681 103.6 t4O! 170.0 881 93.4 1401 170.0 081 CO 0 r M 6014 174.0 BBS 1740 701 170.0 1003 170.0 707 160.5 1166 170.0 1976 138.7 1166 167,0 026 123.3 1150 156.6 917 111.0 1158 140.7 910 02.5 1166 144.5 ON 78.3 1150 144.5 003 044 1756 144.6 003 h J Win 170.0 030 170.0 74S 154.6 1040 170.0 650 137.0 1049 165.5 580 119.5 1040 141.7 640 100,5 1049 132.0 Wg 05.9 1010 125.5 028 79.9 1049 1143 820 68,5 1049 110,9 810 sox 1049 05.9 018 a 001n we 053 1740 780 739.0 956 151.3 $04 110.1 955 133.7 788 104.2 � 12t.4 775 020 955 212.8 765 804 a5S 108.4 757 895 055 We 749 9.8 955 90.7 748 6211 BTS 06.7 746 721n 1285 BW 134.0 697 107.0 SW 114.9 662 Oil $03 101.1 670 80.3 800 01.2 050 71.4 600 00.0 640 64.2 WIM842 53.5 800 72.2 002 45.9 603 69.0 828 40.1 $03 60.7 827 v Z Tdb 108.2 721 114.1 620 91.0 721 97.0 016 78,0 721 65.1 605 08.3 72I 70.5 605 80,7 721 70.1 58$ 64.6 379 455 727 59.4 560 38.0 721 50.8 301 34.1 721 58.1 600 TO In 701.0 844 144.4 589 44.2 061 69.4 $67 72.2 044 76.4 678 83.7 864 70.4 587 50.1 644 64.4 656 846 $ 531 42.1 684 54.1 641 36.1 684 51.3 SW 31.8 684 50.6 534 1- No 001. 65.8 614 67.0 450 540 514 67.3 448 470 614 50.0 440 41.1 514 44.6 433 38.6 514 40.6 427 329 421 27.4 514 33.0 412 23.0 614 30.4 405 20.6 514 29.0 403 tD Z s- 03 00 M 64.2 452 55.7 401 46.2 462 47.0 398 38,7 452 40.0 700 33.9 462 38.4 361 30.1 452 32.9 378 27.1 373 22.0 452 20.8 385 10,4 432 24.2 358 18.0 452 22.6 355 cn x ®108I1 38.1 357 38.0 322 31.7 357 32.7 3t7 272 357 26.4 372 280 43.9 J57 18.4 293 13.8 357 18.2 287 111.0 357 56.0 283W N11114 35.1 330 350 308 242 330 30.1 301 25.0 338 2.1 208 21.8 338 23.1 202 78.6 J 2194 14.8 J36 18.8 2719 12.5 3J6 11.5 273 11.0 33e iJA 2801201n 27.7 260 28.2 203 23.1 280 23.7 259 19.19 269 20.5 258 iL3 289 161 252 751 160 703 240 138 240 ti.8 289 12.6 210 D.B 239 11,4 238 $.7 280 110,1 23Y (�} X Q 3: TA13LE 58 0." Zto ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s.0 AnchorCe acl Table Ibe d'm fr b'utebata 21K Ca fde a5kcarc. NcdOWCMU FnedCMU PTWOW Mdd ANCHOR CAP.,,,,,,,,,,, (D!w)X t =ANCHOR CAP.xi, °-3 � NTC FJcn 1/4.89 Eke d16'Eko 11r 5S Elc0 6101,110 44261eel e1231ee2 MULLION CAP.,xi.,,,,v AnchorClip Patterns Ancnrr7ype &IC EIt04mraan 944 EkoUlbacon Ullman a16'EIto UMracon v4'Ekounmwrl A,,,,,,or u.62. A97rt41 w SCM(06)Screx(145) Str9W(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oslarts gny 11 2.11r P 2-1r 3-118• 1' 2-vr 1• 2-vr r 3-718' r 0.48' 0.54' 0.32r CAPACITY REQUIRED•CORRESPONDING TO AN Emnednad M4- taro' ta/4• la+S r 1.14' 7-114• 1.114• !-vr 1.114• 1414• r 1-a9' 7.38• woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anton'0 4.79'Min O.C./Slardad or 02sel Cep(Flt 1) 310 IDS 390 E0 450 bl BBD eo 16 UOS 270 MM 28D I. 354 m3 74011a 3741. 661 OM 94s Its 341 Ds 442 me 66o ms OPENING.WHEN IT IS LOWER THAN THE MULLION 4 A1tr0 @1.15•Min.0,0.l Siaculd(or 0laet)CI¢Big.2) 480 aM not, NIA WA NIA NIA swgo NIA WA WA WA WA sezme 695 me 1120ms CAPACITY(FROM THE TABLE)OF THE SELECTED 3A1KC4An -15®3'M".O.C./ 2,5 Angle COP 10703) 78D IW 70045 600 ms 7660 Me 10.06M NO ms 560gs WA 7601. 748 MM SW me 189244 682ms 685 ms 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR COA5'Mk1O.C./U .8d0.125'Alm(F41.4I WA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIAWA 1073&5 CAPACITY WHICH MAY BE USED TO QUALIFY tAnctar7FC0p lFtg SY 100 ma las ms 225 Ds 445ms 622 m3 13543 140 to 177 Ds 3701. 187 ms 332 ma 4731116 170m4 22195 200 He ADDITIONAL ANCHOR OPTIONS FROM THE 2AIK8DM 01.15'M R O.0 I F4;I 240 Ds 350 m3 NIA WA NIA NIA 100%, NIA WA WA WA WA 341 ms 4421. 560 as ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RSVtSBD as complyln wIU1 the Ftorlfe FIGURE 1: FIGURE 2: _ TABLE NOTES: 1-1.000'-4 Building Atmptanco 140 �O B intim Dale M 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- Bi SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ivo Dada PcadpcC tilillltF/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE / FIGURE 3: 3.125^ •` ��,......C,11tF -- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �.,I.;• GENS '•,R . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. is f No,55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500, �f •; R., CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF D55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' f� �(jA((_ 7 11-7 O * THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(/5 GAUGE).STRUCTURAL STEEL TO BEAT !'X 3.125"X«5'MULLION ��,;,'•., (!•VF MULLION) LEAS7.125'THICK AND 038.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %t,S 't:\• ,;� THE MATERIAL.#10&#22 ANCHORS INTO WOOD MAY BESTEEL,18-SS.S.OR410S.S. 'rTrjtrD/©)VAS-i`�\ 1 A.ILY{�iJIiv1ILLER,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table b91R2) OpeningWidth(for t rtlr29y-9pannIngmldions)orOpenktoHeight(for hod2ontaly-spar74tgmlJDonv) Ild � t~'Min 701n Mtn 900 100in 1201n 1401n 1601n Reemlfpulallplhlen9. Re41•�der TrapRden9 Recten00ler Trepllleng. Recleo0td.r Trop710arg. Rwlen9.la Tr�JTdeno Reemrr9tl napriidan9. Realenp4la neprnian9. Reclmgdar Treprfift Rectmadar nwrilov. 1 x4x.126 inad8p toad'rg tmMg ta.dtn9 (na&g Loading Laednp L4adae0 L4adtrg loadrg Loednp Laedurg Load'il0 Loading LOedn9 LaodnB 1pedlrg luedn0 u6` aMuFOonbe �� §1 g 1I1 11 11J'I lei I III I 11,1115111 1 1 11 11 111 1 1 1 11 11 1 1 1 421. 170.01 620 1170.0 435 170.0 744 170.0 478 t70.0 888 f70.0 800 170.01 992 170.0 519 170.0 1116 IT6.0 1 021 170,01 t240 170.0 621 1740 188 570.0 521 445.6 1489 170.0 621 127A 1409 170.0 621LLI Q 480 170.01 708 1170.0 524 170.0 650 170.0 684 170.0 902 110.0 630 170.0 1137 170.0 661 170,0 1275 170.0 677 1W.3 1303 170.0 660 130.3 1307 1 170.0 680 111.7 13031 170.0 600 97.7 1303 170.0 call Cn 50,8260 170.0 747 170,0 503 170.0 890 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 727 150.1 1278 170.0 747 140.5 1235 170.0 756 177.1 1235 170.0 766 ODA 1235 170.0 700 87.6 1236 170.0 758 "9 540 170.0 701 170.0 012 170.0 980 170.0 601 170.0 110 t70.0 754 154.4 Me 170.0 603 1373 1150 170.0 417 123.6 1168 170.0 056 102.9 7168 170.0 861 882 1168 170.0 061 773 1158 170.0 061 O O 0J 600 170.0 1105 170.0 701 168.7 1042 170A 707 129 1042 181A 532 125.1 1042 148.1 015 1112 1042 138,6 M1 100.0 1042 130.2 78f 832 1042 123.1 782 71.5 1042 125.1 762 62.5 1042 125.1 762 J 630 170.0 930 170.0 745 151.2 902 183.6 016 1292 992 144A 780 117.4 992 131.0 702 100.9 092 121.4 765 00.7 882 114.0 153 75A 892 106.4 745 64.6 892 108.0 744 647 992 105.0 744 ~d' 680 tWA 047 170.0 788, 131.8 947 1440 750 18.1 947 130.3 766 1034 817 117.7 762 91.9 947 1067 T30 82,7 047 191.2 127 88.9 047 95.1 713 69.1 047 042 711 51.7 947 942 711 2 720 116.9 679 142.7 737 1132 649 121.6 772 97,0 049 106.9 708 54.8 649 00.4 696 765 840 68.7 668 67.0 610 823 075 60.6 849 76.3 650 40.6 649 72.5 062 422 849 72A 631 .Z W�y gg¢ 700 116.8 782 120.7 665 08.3 702 7026 052 02.6 702 90.0 640 722 762 802 829 64.2 782 742 620 67.9 762 093 613 48.1 762 62.6 602 411.3 782 59.9 691 341 782 69A 695 .�.t 0)L u_ Z 701. 100.0 724 it1A 634 a9.0 124 94.6 021 743 724 02.9 608 Me 724 742 599 59.4 724 06.1 691 611,4 1`24 63A 841 44.5 724 67.3 573 38.2 724 64.3 501 33.4 724 63.5 665 Q r i J 001n 00.8 6N 71.9 481 66,0 643 50.7 474 48.7 647 62.0 486 43.6 643 47.1 469 360 543 422 152 342 643 39.5 440 28.0 50 34.9 430 242 543 32.1 430 21.7 543 30.7 426 •��- Z N O 00 In 67.3 476 WS 427 47.0 478 49,7 419 40.9 478 43.2 412 35,8 478 346 408 31.9 478 34.6 400 26.7 476 320 396 232 478 28.1 386 21.5 478 252 360 17.0, 478 242 376 H to 103 In 40.3 377 41.1 341 33.6 3TJ 34A 335 268 377 302 330 25.2 377 25.6 726 222 377 24.0 321 29.1 371 220 317 16.0 777 18.0 310 1A 777 1T.1 301 (n 1';°1 411 0 37.1 357 37.5 323 30.9 357 31.5 318 20.6 357 27.6 343 233 357 242 309 20.0 351 22.0 303 I6LU S 367 20.1 301 Thi 361 17.7 207 x Y SC 1211. 28.3 me 20.0 27a 24.6 306 25.1 271 21.0 308 21.7 270 15.3 305 192 287 743 106 17.3 261 x ¢ ? 11In 17.0 212 172 198 ,c( •-' Q Q� zmm cn TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 Anchor co act Table(lbs) ANGHgR CAP.,,o,,,,,, 1 1 6utelrota 278 COnerNe J.5e COnc, No4owCMU FnedCMU P7Kb4d Motet (DF„)X t �=ANCHOR CAP.„, @f8• 0 V4*88 Eke 511W mc. 1x4.83 El'. 61061.0 rig Steel 81281ed Anchor Cllp Patternsct0f ry 3716 EkotR mon tt4 Eke ON.cm trt scan S I6 Eko 6toeeeen tr4 Eko tfimcon Manuel. u moon Ap9 ac4nta Sero 1(05,8emw(05) a4r6x7C5} USE THIS FORMULA TO OBTAIN THEANCHOR Edge Dleterao(h): r 2-Irr t• 2-In, 3.118, 1• 24/r 1• I 2-11r r 3-116• r 0.49• 0A4• R24• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment 11.. 1-314• 1474- t-3/4' M4• 7 INC 1-1/4• i-V4• 1.14• i-114• 1474^ r 1419• 14W wde6 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anceive,136•MIn.0A./96mderdar01beI C9p(Fla 162". 390@8 390606 450@8 690W 1844156 270112 280 Itis 354604 NO2. 37416. 664103 945 Ne 341 IN 44228 509 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anbhom 0 2.25'M1n.O.C.78tenderd(a0hatI Clip(Fig,3y. 7002a 70)12 5809. 1410164 857 Re WA 560141 WA 6300.6 WA 664 lb. WA 682 as 4809. 1120 Mn CAPACITY(FROM THE TABLE)OF THE SELECTED 0Amhae 01.15•Min.O.C./Stentlard lot Omen CBp fFIO.41 060 d6 14DO Itis WA WA WA WA 780 We WA WA WA WA WA 1353164 17701b4 2245 rob MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor.0 r Min C.C.1(2)2.5 Angie C6pe 1(R9.5yj 7808. 7608a 609606 Mae me IBee•6 5409e 56012 WA 7oD ft No In. smile 1082756 862106 aestbs 1120•. CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchom 0 31 Min.C.C.1(2)245 AngieClii s l ft Br 11701bs 117012 70220 O. 234011. 2644 We 810 M 84012 WA 110 M 1122 We 12012 2930 ins 1022 Ra I=lbs 1000 03 ADDITIONAL ANCHOR OPTIONS FROM THE t Anctnm 00.45^Mh.O.C.ltH3p,ht8,72YA81m.(Fi9.77: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 13094 ANCHOR CAPACITY TABLE {+R()(}UCI'REVSSED 2 Amhu4 0 2.25'M1..O.CJ FQIp ffq.BY 350 ke 360 me 29p 609 70512 118166 WA 260 Ibe WA 3152. WA 440103 WA 3719. 442168 580 me o6-",lylu6 with the Flblida 4 Anctpm C LIS'lith O.CJ FOfp ffra Sk 480 ft 7001.8 WA WA WA WA 36012 WA WA WR WA WA 88212 86560. 1120104 Building C4rdc NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'{ 1,000• t` Aceepl.nc0=1G>-65LIS.0-3 ExpimlimDau /��•I TABLE NOTES: By •� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Miami de • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 7777 71 i't-�lTr • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \`��\4�a fl Jig' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � �'��•• �GENS,E •'F•0. • • • • • • • • • • � 41 •�.if 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4,000" ' i.4 : No.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - ,�,,V1 ,"4 -" FIGURE 6: FI011ftE6: FIGURE SUGG£STED,APPROXIMATEHOLELOCATIONS. - O•,a- e' 1(�4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .. STAT • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' r .f %L ORIn ...• ,�: SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125'THICK.STEEL l i CC -•.......... \C7 STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(/8 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. � AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 771 j LV 717 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 1'X 4•X.125" A.LYNN i�1�L�R.P.E. FL P.E.#68705 TABLE 7A ® � -Mullion Capacity Table IbsIR2 � Opening Width(forvenicaiy-spomlrg mMfions)orOpontng Haight(for hod2o19a*spandng"on9) 501. 801. 7010 801. BO In 100 in 120 In 1401n INIn p f(eclerpda Tr p/T pi p/T 0 pW p7T p. poi 07200 ReOte. Tn t) 1 x 4 x.376 wltden0. Reclmpolat Tro den9. R.tm ler Le dm, R.tm ar Tm dm Realm sr Tro rp. 09437 P'm-a. 11"te adw Ttap/T m Rectan9War Troprtda Reaan0a7ar TreplTdm9. 4 Londng Loadno Lmdnp Landing LoeAO L dug Loadn9 Loadn9 t.ednp Loednp •Loedrg Loedn9 LoOdnp l0ednp Loednp Loednp londnp Loadno is yr AInm.Tuh6 $g $g y§ ks 200u6700nion d d am` U ffi �'• N 19 CO) 421. 170.0 820 1170.01 435 170,0 744 170.0 470 170.0 868 170.0 508 170,01 992 170.0 519 170.0 1116 170.0 $21 170.0 1246 170.0 521 170.0 146$ 170.0 521 170.01733 170.0 827 174.0 1483 170.0 821 0 W r5Q.825 170.0 708 170.0 624 170.0 850 170.0 564 170.0 992 170.0 830. 170.0 1133 170.0 881 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 @80 170.0 1987 170.0 880 161.0 1021 170.0 880 _ 170.0 747 170.0 567 170.0 890 170.0 831 170.0 1048 170.0 584 170.0 1133 170.0 CO 723 110.0 1316 170,0 747 170.0 NW 174.0 Yah 1700 1701 170.0 768 156.0 1859 174.0 738 136.6 1919 M170,0 768 'S` a o 170.0 797 174.0 612 170.0 958 178.0 601 170.0 1118 170.0 754 170.8 1276 170.0 803 170.0 1434 170,0 837 170.0 1594 1700 Otic 169.9 1709 I70A Sal 137.1 1799 170.0 081 120.0 1799 170.0 881mOO170.0 US 170.0 701 170.0 1083 1170.0 797 170.0 1240 170.0 579 170.0 1417 170.0 944 170.0 1594 170.0 096 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1019 170.0 1053 97.2 1610 170.0 1063 to170.0 030 170.0 745 170.0 lite 170.0 050 1110.0 1302 170.0 040 170.0 1488 570.0 tot$ 168.7 1542 170.0 1078 141.0 1542 170.0 1122 117.5 1642 100.6 1168 100.7 1642 167.9 tiff 80.1 16,12 587.9 1157170.0 974 170.0 769 Into It69 170.0 003 170.0 4384 170.0 1002 ISMS 1472 170A 1089 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.0 1100 91.6 1472 148.0 1104 (10.7 1472 146.0 110 2 z 72 In 170.0 1087 170.0 070 170.0 1215 110.0 1009 150.6 1370 166.2 1101 432.0 1320 149a 1002 117.3 1320 137.8 0068 105.6 1320 125.0 1049 800 1320 117.0 1024 750 1320 112.6 1013 BBA 1320 1125 1012 age 781n 170.0 tt22 170.0 937 149.6 1164 150.4 1013 12.02 1184 139.9 994 1122 11154 125.7 970 90.7 1784 1tS.3 984 89.8 1184 107.5 952 744 1184 97.0 935 64.1 1184 83.t 027 5&1 1164 92.3 925 S Z $ Teta 18&! 1124 170,0 987 17&4 1124 14TH 883 1184 1124 170.8 947 103.0 1124 115.8 031 023 1124 105.0 916 87.0 1124 98.9 908 89.2 1124 69.0 990 $9.3 1124 d14881 51.8 1124 83.2 978 ^7 c 00In 108.1 544 111.5 760 00.1 $44 04.3 738 77.2 644 82.1 724 67A 944 73.3 772 60.1 844 60.5 702 54.0 8H 61.4 693 45.0 844 94.2 078 38.6 620 668 33.8 204 47.7 662 ¢ -C., o 90 In 89.1 742 014 603 743 742 772 532 03.0 742 672 041 65.7 742 60.6 631 49.6 742 64.1 822 44.6 742 40.8 614 37.1 742 43.6 800 314 742 690 27.8 742 37.6 564 to z 4106 in 62.8 we 630 530 -1698 BJ4 621 44.7 686 18.8 313 39.1 686 41.4 595 14.6 688 37.7 408 31.7 586 313 492 16.1 688 29.0 401 220 668 472 19.6 580 74.7 468 N111h 57.5 555 58.a 507 40.0 $55 49.6 495 41.2 655 42.9 407 38.0 655 30.0 460 320 am 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 $55 448 1&0 535 22.4 442 WX 120 to' 4&6 478 48.4 433 3e o 476 39.0 428 32.6 476 33.1 420 78.6 4tD 29.0 414 29.3 478 2&6 409 729 475 24.6 404 49.0 478 21.1 393 18.1 475 367 14.3 475 17.2 781 K yam. j 120 N 26.4 330 20.7 308 22.0 330 224 101 16.9 330 19.3 287 16.5 330 1 17.0 203 1 1 N N TABLE 7B i ANCHOR CAPACITY ADJUSTMENT FORMULA: m�Q. Anchor CS act Tableb8 ANCHOR CAP.,,e„ asp E Su.trele: 2.711 CcmMe 3.6k Cana. N011mcmu F•ed CMU PTWood metal (DP_) -ANCHORCAP... 6116•Ek0 UT Se Eko 6110'Elco VV SS El.. 010 SION 012 SIM 012 St.N MULLION CAP.,,e,,,,,, Anchor ClipPattama Am6et7ypx 3+t6'Ekott7traom iti•Et.t70mOan UNxm 31t6'EkofA9aeon 114'Ek. ANIMMta WMC- Ap .GlIta Sormr(45(60row(G5) Sanwt45) USE THIS FORMULA TO OBTAIN THE*ANCHOR EdNe aateme(trrk r 2-IW f• I 24W 3.178' r Zan• 1• 2.117 r 3.179• r 0.46• I 6.54• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN Embedment Mk 13/41 1.374• 1-374' i-w r 1.174• tom, 1-174• ML4 1.114• 1.114' r 1370• i-w wdsa ACTUAL PRESSURE REQUIREMENT FOR THE 2Anobon 404.75'MIn.O.C./slmd d or Oftel C6p(Fig.1&2k 390104 390 N3 450 N3 BBD I. 1644118 270194 280 lbs 354 NO 740lb3 3741. 6641. 946168 34114a 4421. 5601bn OPENING,WHEN IT IS LOWERTH/W THE MULLION 4 Amb m02.25•Min.O.C.184ndwd(OrO8ee0 C0p(Fig.3): 100163 700I t S80am l4ro i. 9521. WA 560 Ns WA 630 Ne WA 8201. WA 502Iw Wr 1120N3 CAPACITY(FROM THE TABLE)OF THE SELECTED B AnOm0IAV Mh.O.C./elmderd(or Offset)cup(Fig.4C 96010 1400120 WA WA WA WA TOO nn WA WA WA WA WA 1363W 17100. 2240•. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchm 40 3•Mh.O.C.IM 20An&0"1(Fi7.Sr. 78020 760 @8 680 Ne 15601.1 1890 Ne 640 the 56053 WA 760&3 7481. Wants 18921. 5821. 8651. 1120 Ne CAPACITY WHICH MAY BE USED TO QUALIFY 6 Amlpn 49 3'Min 0.01(2)245 A. CBq/pip,a>: 1170168 1170166 1020•a 23401bs 26441. 6101. 8401. WA 1140168 11221. 1320163 2538 N3 1022 W 1327 N3 10601. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ammo Q 0.45'Min.O.C.t U4Xy,hta./2.1' .(Ftp.Ik WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 9q ANCHOR CAPACITY TABLE. 2 Ammm 492.25'Min.o.C7 F.ap".Bk 35044 350 N3 290 On 705 Ib3 4701. NIA 2801. WA MSM WA 45& WA 341 Ns 442110 580 N3 PRODUCT RRVIS&D 4 MOM 61.1V fish.O.Ct F411p .911 480113 7001. WA WA WA WA 3801. WA WA WA WA WA 682 t6s US It, 11201. m complying with tlw Florida Bu)tding Code NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1,062' (-- -^� 1.000" f••-• AcaPwm No jr'-,Sws.0: r B pini Date TABLE NOTES: By FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4- FIGURE 8: FIGURE 9; 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Miam'Dade,Product • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. 1-,4" 4 ,.yM1rFwst,• •, • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE q 000' 4.000" =„1.7-. r •3C SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Nu.5B7O5 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - •• u FIGURE 5: FIGURE 6: FIGURE 7; 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;.i�• • 1,U • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE (1D O� • • • •- PRESSURE-TREATED3-T5ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE {} '.•- �. 6063-T6 AND BEA MINIMUM OF.125`THICK.STEEL.STUDS TO SEA MINIMUM GRADE 33 AND.045' '�z •"......?.:•'h • • L 375' 375' i C e%'.' THICK(18GAUGE).STRUCTURALSTEELTOBEATLEAST.125"THICKANDA36.ALLANCHORS •� T Co"' �� ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&1)12 1'X 4•X.375' 4'X 4'X.375. 1 A.L((NNIMILLE'FZ,P.E. ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 SS. T•MULLION MULLION FL P.E.#58705 TABLE 8A Mullion Capacity Table Ibalfl) OpentrtgWidth(forwrlicailfspsrWrgmu6ons)orOpenin0Height(for hodmrtaliy-spanningmullions) Sell so In 7010 00In BON 1001. 1201n 1401n 160 in p 1.26^7< RoofaDWlar Tr ftden. Real W W7d�, P�ng, fl repgifr, 11o: ap A ezesr TrL..gang. Re-olnier TrLoodenp. RLmdnier hwlleng, Ruliang TrL..dnng. Recodngm TrLoacianp. Reaten nor 710 o Reateaguler 7te a Raofen tar T 3.188'71 Lowing LoadmO lvadnp Loednp LaednD LDndne Loadnp LoadnD LoaAnB Loednp LwdnD Loadn9 LoadrrD Leering Loadrp L4adn9 Loadnp Loadrq Pyr .166"Alum _ _ $ tt�5i Tub6MM8 3 a� 42 to 170.0 820 170.0 ASS 1170.0 744 170.0 476 170.0 866 170.0 50d 170.0 992 170.11 1$19 170.9 1116 t70,01 521 170.0 1240 170.01 521 170.0 1408 170.0 lilt 170.01 1735 170.4 621 i6l.61 1789 170.0 521 461n 170.0 705 170A 524 170.0 060 170.0 S84 1110.0 092 110.0 630 170.0 1133 170.0 081 170.0 1275 170.01 877 1170.0 1417 170.0 680 154.6 1645 170.0 080 1327 1546 170.0 860 116.1 1540 170.0 680 50.6261n 170.0 747 170.0 503 170.0 900 170.0 031 t70.0 1015 170.0 684 170.0 1105 170.0 723 170.0 1346 170.0 747 t6L0 1488 170.0 750 1311.2 MSS 170.0 750 710.3 1486 t70.0 766 104.4 1458 170.0 760 g N 64N 570.0 797 170.0 912 170,0 858 170.0 691 170.0 1118 170.0 764 170.0 1273 170.0 803 183.1 1378 170.0 831 146.8 1376 170.0 650 122.3 1376 170.0 $Of 104.8 1376 170.0 681 91.7 1378 170.0 861 LU � M 0 OO In 170.0 864 170,0 701 170.0 1063 170.0 797 165.8 1168 170.0 575 139.0 1158 107.4 930 123.6 1168 150.8 91B 1t1.2 1158 159X 812 9LT 1150 144.8 905 79.4 1155 144.0 903 00.5 1158 144.0 905 W no J 03 In 170.0 930 170.0 748 150.1 1051 170.0 850 137.2 1051 15S.9 562 120.1 10St 142.0 545 100,7 1051 132.3 837 96.5 1051 125.7 830 80.1 1041 118.5 822 See lost 119.1 821 60.0 1051 119.1 621 ",'� CL J 667. 167.1 957 170.0 780 139.3 957 ISfA 605 119.4 957 134.0 790 1044 057 121.6 777 92A 9S7 112.8 767 83.6 057 105.6 759 89.8 957 1000 750 69.7 037 98.0 740 622 057 98.9 748 721. 126.7 601 135.2 605 107.3 604 1162 084 01.8 004 101.3 871 80,4 604 9I.A 680 74,5 004 44.1 BSOF27.2 801 70.0 613 61.8 661 72.3 8.13 16.0 110/ 89.0 820 402 564 89.5 828 Z "'•M1 76 In 109.4 722 114.4 630 05.2 722 972 MS 78.2 722 85.3 600 66.4 722 70.7 500 80.8 722 70.3 588 722 65.6 580 45.8 722 69.5 670 39.1 '122 56.7 555 342 722 662 687 781. 101.2 883 106.8 BW 814 855 $9.6 606 72.3 865 703 577 63.3 085 70.6 580 5112 685 84.8 660 9115 60.1 553 42.2 605 643 613 38.2 .555 S14 537. 31.6 665 60.7 630 X N o E144 BS.p 613 B5A 457 64.9 616 37.3 MB 47.1 815 50.1 N1 41.2 515 11.7 431 35.8 616 40.8 420 S15 774 122 27.5 518 33.1 413 23.7 616 303 407 20.8 ilii 29.1 404 _ 54.3 453 55.8 404 45.3 457 47.1 397 108 453 41.0 391 33.0 463 38.4 US 30.2 453 330 375 453 304 374 22.8 453 200 308 194 453 24.3 360 17.0 463 22.9 356 00p 30.1 350 39A 323 315 360 72.8 316 27.2 350 20.4 111 21.8 358 26,2 3011 21.2 356 22.7 304 356 20.0 300 16.8 360 10.0 2113 M _ 35.1 335 M 30029.3 330 30.1 301 261 318 20.1 207 220310 23,2 293 105 330 20.9 259 17.9 330 10.1 265 a( Y Y 27.8 290 28.3 284 232 206 23,6 280 19.9 290 20.6 258 17.4 290 1112 253 15.4 200 tO4 241 ) C-4 ul) �16.1 201 18.3 168 r ¢ Q Q 0.s zmU) 1n TABLE 811 ANCHOR CAPACITY ADJUSTMENT FORMULA: '2.1 a AnehorCe as} Table ibs (ANCHORCAP.,A,,.,r 15 Sube128 2.44 Comma 35aco71, NcamcMU F7kOCMU PTWoOd Mdd (OP-)Xl }°ANCHORCAP..,. &16*Elco 114"9s Eko wove 114-SSElto 810sied 812steel 612 sleet MULLION CAP.,,e,,,,,, AnchorClIPaltem6 - Anc0147ype 3719'ElcDuBram V4.Elcoul0acon U6rBcm 3Hcom08recca V14r*et u4mcon ( ) tt75y (175) USE THIS FORMULA TO OBTAIN THE'ANCHOR P AgereOator urtmcen A®m3tlor Scmw OS strlx screw E4pe12starx6pr8 r 2-VT 1• 2.117 3.110" 1• 2-112 1• I 2.92 2• 3-1m, 21 0.48• gar 0.324* CAPACITY REQUIRED"CORRESPONDING TO AN •Embed I n tap tarn y.4. 13'4* r t•V4• i-lw 1-v4" 1-1/4. 1414. 1-tw r 1.381 taws• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2A1KIor,�478'a4A o,C.f SMnOae atOEel Cap d7p 17 39DMS 1 300 to 45011s 090 t5 1644 to 270 lbs 280144 364 is 740 He 374105 664t. 948 to 341105 4Gits 560 to OPENING,WHEN IT IS LOWER THAN THE MULLION J Arctps 1.15•MN DC,18ta1Rfald Q 1)1681)4 tflg 7T 490 ms 760 as NIA WA NIA WA t NIA WA WA WA WA 602 Ms 095 to 112DR. CAPACITY(FROM THE TABLE)OF THE SELECTED 4A¢rod®3•MN,O.C.f(772s5An2NC0psi(n03y 76orn leg 116 68D IDs 15M t9 1006ts WWII Wits ---N/A-- 7mlea 74811, amara 189295 662 rob 08590 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR JAnetOdIN 0.45•MIn.O,C.fUCsp,N70.128 Alum.(t7p 4) N)A WA NIA WA N81 NIANJA WA WA WA WA NIA WA 1430 So CAPACITY WHICH MAY BE USED70 QUALIFY f Aaclnr/FCtp p7g 67 186744 1115108 2L551s 446 Rb 022 to 135 to, 771bs 37018a 1B7ts 33285 47308 17010, 221 to 206 ob ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctm 0 IMF Mtn O.clFCt MOL 67 ZOMH 3WRa5 WA WA NIA NA WA WA NIA WA WA 341 So 442 to Sm tOs ANCHOR CAPACITY TABLE. PRtN3UCT RBY13E0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a9 complyin7lwith ED FlbcimM1 eu11dulg Code ta-0218.03 FIGURE 1: FIGURE 2: F--1,250"-+( °Imlion Date • ---; * • TABLE NOTES: Ex 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION D7 ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami do Prodl74t CAtl t54ItIr7! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ,rQt,........,, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• `iCF N$S •.r� 4.r ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4 . ! ` CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 34." PW.587G5 •�'1 BE USED .265" - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - p• I/ _ •GROUT FILLEO CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL =. y O 6p r 1 FIGURE 4: FIGURE 5: FIGURE 6: -j1 7 ;•1i BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 1'IL 0 / M 6083-T5ANDSEA MINIMUM OF.126•THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND '�'�`t.''•,, �".•' M * 045'THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.12W THICK AND A36,ALL 1.26'X 3.186"X.285"MULLION ��• •,fi(,ORt , D `� \� i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 41.114"VF MULLION) $(��A, #10 S#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. A.L{'NN UILLL"NP'.E. FL P.E.##58705 TABLE 9A L� - MulOonCa sally Table IbotM11 �pl;y Op9ning Width(fame olvapardnornt16ons)oro aninp H9taht(tarbmd2ont691-opemt112 mt49ana) :8I✓M4 501n 601. 70 In 1 80 In I BON I 1001n 120N 14o in 1501. RadenOaler TroppTdaag. Ralenpular Trpr0am. RmanBar 11.1irdenp. I Redautf. Townten% ReaanpohTopampRt 1m140ga., Tmp?deap. RcTnnn9R44a Trn1.26713,26La4hq ladnp Lodrp Lodn9 LodNp ladnp Lodnp LoanpLuang Lodnp LoLadNp9 Lodnp lo9.p lOeNQb4 Luang Luang Luanp yygg�t O ¢xo: Aluhmn7uba T1110 � ��_ a � ^ L5 n1111- If 11101 111 111 11 if 11 if 111 11 .1, 111 if � a z � m 42h 110-01 820 170.0 435 170.01 744 170.0 476 170.5 1 Bea 170,0 508 1170.01 992 170.0 $18 170.01 11161 170.0 1 521 153.31 1118 1170.0 1 521 127.7 1116 170.0 521 109.6 Me 170.0 821 95,8 1118 110.0 521 O F'• 4991 170.01 706 170.0 524 170.0 850 110.0 584 107.6 918 170.0 630 140.7 970 170,0 861 130.4 016 1110.01 077 117.3 978 tT0.0 Sam 97.0 978 170.0 660 81.8 978 170.0 800 73.3 978 170.0 No J 60,826 In 170.0 147 1709 583 170.0 196 170.0 83t near ON 170.0 884 1311.9 921 160,6 708 117.2 927 139.1 ON 105.5 927 150.3 6% 87.9 027 168.3 693 75.4 927 158.3 605 65.0 827 00.3 603 541. 170.5 781 170.0 812 161.6 BBB 170.0 691 132.6 889 163.0 883 115,9 US 141.6 Son 103.0 869 134.0 660 92.7 889 129.8 654 77.3 969 128.6 652 68.2 NO 1288 632 67.9 889 1286 652 U1 O Is Q 60 L1 143.2 NB 153.8 634 119.4 746 132.3 620 102.3 748 117.5 gob 89.6 748 fare 699 78.6 746 101.0 692 71.8 746 05.6 547 59.7 TO 93.3 583 51.2 748 93.3 683 443 748 033 883 F 83N 123.7 871 1 3 1.0 co 579 103.1 077 113.2 566 88.4 SIT 10014 W5 77.3 677 81.4 548 08.7 017 Sit 679 819 077 81.0 534 61.6 611 77.0 529 N.2 671 78,7 529 16.7 577 75.7 529 („) O J 3Tg8 661, 107.6 617 114,1 530 09.7 617 97.6 Sig 769 817 S8.3 509 67.3 617 70.3 600 $9.8 SIT 72.8 494 63.8 517 88.7 489 44.8 517 64A 483 38.4 SIT 63,T 482 33,8 617 83.7 482 0. yp• 721. 829 616 87.1 450 69.1 618 742 440 692 618 0.2 432 51.0 518 68.8 425 48.1 $18 64.2 479 41A 518 50.7 414 34.5 518 45.6 408 29A 516 45.0 406 26.0 518 460 405 Z i F 701. 105 465 13.7 408 587 116 82.6 398 50.3 455 64,9 390 44,1 465['49.4 384 39.2 465 45.3 379 35.2 465 42.2 374 29.4 455 30.3 387 25,2 465 366 394 22.0 485 38.2 367 yp -$g5 W lain 65.2 445 660 387 54.3 441 57.7 379 46.6 441 588 372 40.8 441 45.4 388 36.2 441 41.6 NO 32.6 44t 387 358 27.2 44t 34.9 349 23.3 441 33.1 348 20.4 441 32.7 346 - �5 cs Z 0091 42.4 332 43.8 295 35.4 392 37.0 289 30.3 332 323 284 28.6 332 28.8 200 23.6 332 26.1 271 21.2 332 24.1 212 11.7 332 21.3 280 15.2 332 196 202 13.3 332 AT 260 O 90 t. 35.0 2g1 75.8 280 28.1 291 30.3 258 25.0 281 20A 252 21.8 201 23,6 249 184 281 21.3 244 17.6 29t 19.5 241 14.8 tet 17.1 23a 72,5 201 /S.6 232 SOON 24.6 230 25.1 208 20.5 230 21.1 203 115 230 183 201 ISA 230 18.2 toe }{lZ r O 111 N 22.6 219 23.1 187 18.9 218 10.4 184 18.2 218 16,8 181 14.1 218 14.9 IS8 rn N 1201. 179 187 1102 17S 14.9 181 15.3 167 M Uj Of x O N a 0 0 TABLE OB Anchor Capacity Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,m, euglrele: 278 Carrole 3,58 Cala. I4olbn E8f(7 Filled 04U PT Woos Me.t (OF„e)X t }=ANCHOR CAP.,,, 6(10•Elco 1/4.39 Elco y16•Eno 1M•SS Elco HO eleel ►12 Sleel 912 Slee) MULLION CAl.,,„a„a, AnchorCllpPatterna Type:New 318 Elm Woman Ito"Eicotno0cm �� 3n6'EtwUllxcn 1t4•Et4ot0ucm AugmG fcr UOrxon AppreQetol Sorex(G5)9c1aN0S) 9aaA(O5j USE THIS FORMULA TO OBTAIN THE'ANCHOR Eg1e 11feteri6o 0nY 1• 2-Irr 1" 2-Irr 3.118• 1. 2-trt r 2.1m 2• 3.1/6• r SAW 0.54• 0.324" CAPACITY REQUIRED'CORRESPONDINGTOAN (N Emheamml I.3.4• Ia•4• 1.374- 1aM" r t•Ir4• I-ItV t-114" 1.174' 1 1-174• I-u4• r tat6- tars• -tea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amon.a4.75•Mh O.C./Smoderd or 0reet UP (Fig. e 990th] 45D 17' B901bs 1844 A. 2705. 28o np 3541N 740@e 374 tos 664 roe 9461N 341 ms 44219 --M-t. OPENING,WHEN IT IS LOWER THANTHE MULLION 4Arhon(�t.t5•MN.O.C.73101NNrd(or06ea1)01pIN 706 Wa WA WA MIA WA 3809. WA NIA WA WA WA 882 IM 885 ibs 1120 Oa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arh..a3•MN.D.C.11(2)2,5 Anglo 00s INe 760 me 660lee 15600. IWO No 540 ros 560)N WA 700 PA 7401N 68016. 18921N eel the SOS Ibe 11205. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arron 00.64•Mfn.O.C,l U4.T0,W0,100'Ah m. WA WA WA WA WA WA WA NIA WA WA WA WA WA 9spa. CAPACITY WHICH MAY BE USED TO QUALIFY I Atnhorl F-01p Re10516. 2251N 4451be 62211. 135 bs 1401N 1771N 3701be 167 0. 332 9. 473 too 170 R. 2211be 280IDsADDITIONAL ANCHOR OPTIONS FROM THE 2Anclaa /.16•M1..0.01 F�o bs 350 S1S WA WA WA I WA On the WA NIA WA I WA I WA 34t IM 442fW 560 D. ANCHOR CAPACITY TABLE. PRODUCT REY)SFJ3 e1 complying with dlo Florida FIGURE 1: FIGURE 2: I AcleleplailmNolFs-O2.ta'd:>_!%TABLE NOTES: 1.250' Repin Ilm Own QRZ) • • • 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. Ml Dodo leroduct III 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��I LYNN&,/4 FIGURE 3: �� Q`l.•VNIV ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' .'`.a�,.•�(CENS�C'•;F� :- CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `i': '•, )r III BE USED SHOWN 014 SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7::• 1.j0 50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FIGURE S., GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL .100' ="O •'/ a(W BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �'fa A);c F ,:.t4; Ct_. • 6063-T6 AND BEA MINIMUM OF.1 OD'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND C •'• .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125`THICK AND A3B.ALL :y'(�.'••FLORLt?�;••'Cq`.; • ILO Lie-* ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 25 MULLION 700' • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S,S.OR 410&S. A.LYNNMILI:L ,1P.E. FL P.E.#68705 TABLE 10A a Mulllon Capacity Table QbeRaa) OpeningWidth(fOrveAicaIVSPemdllgMUFIDts)orOpaning Haight(tarWzoitatyspamirgmel6Pm) 'td S3. so In 601. TO in BO to 90 it 1001. US In 140 in ISOin O Raslmgew Top'frtmg. Raeanodtt V p/1'dar,g. Realmgular Tnprrdmg, Roctm9ulw Tnprrd.n Rxu r Tre/Mtn RaN ulw Tra M Rehm lar Tro d 0 R.d out., Tm a PW.Mdo Tre w 1.25x325 6• n9Ws 0 P .& M nO• 9u oin an. yid ng. yRimg. q YA24 loadng Lad'mg Lut&g laodep Lwdnp lo•eng tAadag l•adry loading loadag Lotdeg l4Ws,g l0a&ig LOtdmO lotdm0 loading LoadnO Laadinp Alum.Tube .' .. '� E $.. •.. 'E •�.. i ir t-. '�'1 .. •' ,. .b• .�'� F .2 Mumon w43. a� a a� a � g S� a s� �� § ��. _�. tri e N u ug v u u v u u u u v u' uo u u ti 4qS� u u3. u O n o3. o rr s n o o to•e o 3.•e y, 3 O 5& 5 a 5 .' eR 5 5 u• A �1 A^� 3 8- A fi••� e$� �� 6 '�� ti$�• •�? � fi �� , 77��'' Y'� +� � 117 �r � 1 d12 $a• ['� $ f& X02 i@ dray x�$ $8 3 (s x�$ $8 s' fd � <d i 8a �� ant 'u t`3.' 3 d`T z0 � 1NI-- 421. 170.0 '620 170.0 435 170.0 744 170.0 416 170.0ase 110.0 see 770.0 992 570.0 st9 U&0 tits i70.0 621 170.0 1240 IlO.0 621 17&0 N39 170.0 621 VGA 1735 170.0 521 110.0 1903 170.0 621 lL 481. 11&O lea 170.0 624 170.0 950 1170.0 S& 170.0 992 170.0 670 170.0 IIn 170.0 661 170.0 1276 170.0 677 110.0 1417 170.0 6110 170.0 woo ITeo 680 189.7 1919 170.01 6110 140.6 1979 170.0 680 "1 = 50.625 in 110.0 1/7 170.0 663 170.0 098 110.0 671 170-0 td8 170.0 681 170.0 1195 170.0 723 170.0 1315 170.0 747 110-0 N91 170.0 766 170-0 1783 170.0 166 162.5 1877 170.0 766 133.5 2877 170.0 766 .+-u' tl TA 641. 170.0 791 ITO.0 612 170.0 SSG 170.0 69t 170.0 1216 170.0 754 110.0 1276 USA 003 110.0 U34 170.0 831 110.0 1594 170.0 956 156.4 1769 1170.0 861 INA 1769 170.0 O61 117.3 1769 170.0 061 LU �� 90 In 110.0 095 170.0 701 170.0 1063 I/0.0 797 070.0 12/0 ino e78 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 110.0 1033 120.0 1511 170.0 1006 103.6 1511 1700 1063 90.6 1611 170.0 1063 to V) 671. Ime 930 170.0 745 17&0 1116 176.0 660 170.0 1302 IT&0 940 1666 1310 110.0 1015 139.2 1370 t't0.0 1076 126.3 1370 164.0 1082 1044 1370 155.9 1072 09.6 1370 155.3 1010 Tall 1210 155,3 1070 •�,,-• Wt1 661n 110.0 9A 170.0 789 770.0 1169 170.0 903 iSSA 1248 17&0 ID02 1362 INS 158.6 1013 121.1 1248 147.1 1000 106.9 1248 139.0 989 90.9 1246 130.4 970 77.0 1249 123.0 976 68.1 1245 129.0 915 z Min 167.8 1049 110.0 970 139.9 1049 160.2 892 119.9 1049 172.0 076 104.9 1049 119.1 060 932 1049 109.1 048 03.9 1049 102.1 638 69.9 1049 94.3 823 69.9 2049 91.2 020 62,4 INS 91.1 920 Thi. 1427 941 149.5 822 11&9 941 we 005 101.9 941 111.2 791 O92 941 100.0 771 193 941 91.7 766 TIA 941 655 757 69.6 941 77,6, 744 61.0 941 74.0 737 44.6 941 7]3 736 ° 1 Z 70 in L132.0 O91 137.8 763 110.0 894 116.9 767 943 894 102.4 763 82.S B94 91.9 740 13.3 094 34.1 730 66.0 891 783 721 65.0 891 70.7 701 47.1 094 57.0 701 41.7 ON 66.1 698 Q b. - ''901n 8r1 68.7 696 71.0 671 74.9 595 61A 571 65.3 STS 5&/� 011 60.2 566 47.7 6T) 62.9 658 43.0 671 48.6 551 36.0 6711 43.1 639 30.1 Oft 39.7 531 263 6fl 379 626 Zq QNO983n 590 72.8 527 59.0 690 SIA 510 605 590 53.4 609 143 680 47.6 602 393 $90 43.0 494 35.4 590 395 488 29.5 590 N.7 477 25.3 6" 31.6 469 221 590 29.6 464 x..Z1001. 466 60.8 421 41.1 166 12.0 111 35.6 166 77,1 400 ]11.1 106 32.3 402 21.6 A66 29.7 396 2/.9 466 x7,1 391 20.7 468 3).5 782 17.8 166 7L2 376 15.5 466 49.6 370 413 NIllIn 441 A6.7 A60 382 441 393 39) 32.7 4it 36.1 307 28.6 441 30.2 382 26.4 441 212 376 22.9 441 24.9 372 19.1 441 21.5 W3 ISA Qt 19.3 356 143 441 17.0 351 071 1201n 378 35.9 N4 30.2 370 31.0 339 25.9 370 2&B 33A 22.1 JT6 27.7 ]29 20.1 378 21.3 326 10.1 379 09.5 321 15.1 374 16,7 311 '� U) UO 144 in 21.0 262 21.2 242 175 262 17.4 239 TS.P 262 153 Z36 V SV Q a TABLE 1013 AnchorCapacttyTable(ibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: `S^ � ANCHOR CAP.__N 3.w "Irala 7A Corcrde &SkCM. NOno�a cmu FniedCMU PTwow Med (DP,,.,a)Xt >=ANCHOR CAP.,,, 071e.Etto V4.8S Elco Nt6'E3co 111,99 Etca #10 Sled 012atoel 01281aY MULLION CAP..„,,,.,, AnehorC6p Petteme Nxtwr typa &+16'EtcotOtram 111 Fxovaracan ut0econ anc vco u6mem V1Ekouamcon AggreOdw uwacon A®reOdor screw(Ca)scrtw(CS} aerew i�7 USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge astame On) V 2-ur i• 2-117 3.176' t• I 2•Vr 1• 2-17r r 34M r 0.411• 1 &6r 0.321 CAPACITY REQUIRED'CORRESPONDING TO AN EmbeQnml nj 1514• 144' 1.014• 03'1 r 1.114• 1•ur INV 1-ur 1.114• 1414• r i-sm• IN Vases ACTUAL PRESSURE REQUIREMENT FOR THE 2Antbm4$4.7r MIA O.C.ISmnOae oro03dCep iflg l) 990105 30D ad 450 Lbs ON Me 1604 ms tN/A 290 me 354 ms 140161 374 Ws 664 Pa 9460x1 341 ws 442 Me we ON OPENING,WHEN IT IS LOWER THAN THE MULLION , 4 Archm®11.15•Mln O,C I SIW&fd(orClael)Cap(MS 2p 480 bs 700 Me NIA WA NIA 380378 N/A WA NIA WA WA 182103 ow 0s 11201os CAPACITY(FROM THE TABLE)OF THE SELECTED IAlt"@ r Min,O.C.1123245 ArgleC9ps/ g.3) 790 In 1110 Re 60010, 15110gO 16g61Ds 56D as NIA 76o10a 74a e» ow On 1992 On se21.s 11W Os 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Archms hta.IOP Num. 4) NIA WA NIA WA NAA WA NIA WA NIA WA WA WA WA 060 gs CAPACITY WHICH MAY BE USED TO QUALIFY t Artrwl FCDp g5) 195 ms 105106 2251ts 445M ea 165 14D 3s 1n P,s 370166 187Ibs 33216a 473 Ms nowt r4116a 2ao lob ADDITIONAL ANCHOR OPTIONS FROM THE 2Ark70d @ 1.15'MIN O.CJ F•C g 67 246104 350 M e WA I N7A 200 tos N7A WA N7A WA t1U 382 ats 442 Rs 660 as ANCHOR CAPACITY TABLE, PRODUCTREV 3.3 complying with the Phalle FIGURE I: FIGURE 2: BuildingCoN X6„42': Ax I tnon Too, n ( TABLE NOTES: 1,250' Ex IretionDale - 4 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, MiDm Rede PtolFtct Vltiitrit7 1111 :1 0 1111 1* 02)LINEARINTERPOLATIONBETWEEN MULL LENGTHSANWOROPENINGWIDTHSISALLOWABLE \i�`q0\`t• ••, fjljl!'',,� FIGURE 3: f r 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE 3.45Q+ .•'�3CENSE •.,hj ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' BEIU USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. hlo.SFilOfi _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �•1� �• / LY. FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 624• -'0) "1 1= BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE _L •3' ITB J;' • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %�.iti •.,FL 037101'. �(;��; • . .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL i�,Sb' ' .,1- ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3,25•X.624' rrr V'"�C)j j/1!••\11111 * 1110&012 ANCHORS INTO WOOD MAY BE STEEL,16•BS.S.OR 410 S.S. MULLION A.L I P.E. FL P.E.#$8705 TABLE 11A - Mullion Capacity Table phs#tT) Cpening 11Ndth(brvedlmty spatvft mimiom)orOpsnlny Hatoht(brboTfmdotyspanft mdgons) Ile so In 601. 70 U Be N s0 to 100 in 120 in 1401n 160 in 9. Rome olu Tre fu Rette 125x394 n8 a n9• radar TL..a.29. RL dj'aiu TLoft. Re..d"r T1."nnp. ReNeigg TrLPRdanp. fGaefto Trending. Reoolin lar TnpTmll Reodingor Tto.&.gp, Reodopr 7rLendienp, a X.624 loe6np 1.adNp Leedhq Loadwp Lo9dlrq Loed.g laedinp Loading Laedip LaaNnp Loednp loed9g lnedinp lo4dap LoedNp 4oedirp laadop Lending Pyr w ks U Alum.Tube ' .. ,. ' .. € 5.. • ',. £ 5� .g, .s .s� s 'u` '�' fi.. 'w •' •�,. �' '.. .s .�•� .s .�' re.. 5� 5 'e,. MuAlan a a e�. a �� a& a e� & ag, s ��. $� YE R� a Ism ^ R 1 `�' 1 to a �"e� $ $� R is C4 u uI ti ua u u u oa u u' u u u 1117 u u u ue u oa u u u u 3 u u �1 31@ �a �a 421. R0.0 620 50.0 435 170.9 744 110.0 418 It" 86e t78A 600 170.0 992 110.0 619 LIMO 1116 170.0 52t 170.0 1240 170.0 621 110.0 14BO 170.0 521 170.0 1735 t0A 521 170.0 1983 170.0 621 40 in 170.0 108 170.0 624 170.0 850 170.0 566 170.0.992 170.0 630 170.0 1133 170.0 661 170.0 Ella 170.0 677 110.0 1417 170.0 600 170.0 1700 170.0 600 1740 1983 170.0 600 170,0 2267 170.0 680 50.62670 170.0 TIT 170.0 563 170.0 696 170.0 631 170.0 1046 170,0 684 10.9 1495 170.0 727 518.0 1715 170.9 747 570.0 1494 10A 755 tro.a 1743 570.0 756 1740 2692 1746 136 770.0 2391 170.0 736 w E0 541n 170.0 297 10A 612 770.0 956 770.0 691 170.0 1116 170A 764 170.0 1276 170.0 003 170.0 1434 170.0 877 170.0 1594 170.0 B56 170.0 1913 170.0 861 170.0 2231 170.0 061 160.2 2407 170.0 061 LU 0 0 Go In 170.0 885 110.0 701 10.0 1063 170.0 791 110.0 1240 1711A 079 INA 1417 110.0 844 170.0 1594 170.0 996 170.0 1711 170.0 1033 170.0 2125 170.0 1663 148.3 2163 170.0 1063 129.8 its] 170.0 1053 f!) co tt) 631. 170.0 978 170.0 74S 176.11 1116 170.0 050 ROA 1302 170.0 940 170.0 1188 170.0 1015 HAA 1513 170.0 1016 170.0 1859 170.0 1522 166.9 2060 170.0 1169 134.6 2060 170.0 till 511.7 2060 170.0 1111 ilt 6610 110.0 074 170.0 769 170.0 1169 110.0 903 170.0 1366 170.0 1002 170.0 1566 10.0 1086 110.0 1753 170.0 1165 110.0 1945 170.0 1210 143.0 1966 170.0 1276 1x25 1966 170.0 1286 107.1 1966 1711.0 1286 72 in 110.0 1063 170-0 e79 10.0 1275 170.0 1009 10.0 1486 170.0 1126 170.0 5700 110.0 1228 164.1 1734 716.0 1315 138.7 ITA 165.8 1306 115.6 1734 155.9 13U 99.1 1734 160A 1162 86.7 1134 150.2 1352 yr iL70.10 170.0 1122 f0.0 837 179.0 1346 170.0 1080 168.6 1556 10.0 1209 147.0 7566 1652 1266 431.1 1556 161.5 1266 117.9 1556 141.3 1261 983 1556 128.3 1229 812 1556 122.3 1219 7J.7 1556 1212 1216 o Z 110.0 list 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1246 136A 1477 152.0 1224 121.2 1471' 139.1 1206 109.1 1471 129.5 1191 80.1 1477 ilea1169 71.9 1171 110.6 ItSO 68.2 1477 109.7 1151 QH2.0 1110 146.6 986 116.4 1110 127.9 966 iDIA ItiD 107.9 951 881 5110 96.3 936 09 1110 875 822 7t.0 Me 00.7 910 592 1110 71.3 a9l 60.7 1510 65.6 878 44.4 1110 62.7 010 117.0 915120.3 871 97.6 976 1010 B56 e7b 975 e9.3 e12 772 976 10.5 B29 65.0 975 71.2 017 be.5 975 65A 601 40.8 975 67.1 7B9 11.8 915 62.1 176 ]6.6 976 49.7 761 ){ Z Il.x 7Tf 91.0 696 66.6 771 70.7 ie3 61.7 771 61.7 611 d1A 771 64.7 661 15.7 771 49.0 865 ILL 771 44.9 547 34.7 7Ti 78.8 632 19A 711 35.0 01 MJ 771 32.4 612 tJ) <3'Al7) o75.7217.31765 63.1 7J0 65.0 650 171,1 779 56.3 640 47.3 730 48.8 631 427 730 45.0 622 379 730 11.1 6H 37,6 730 3S.6 We 27.0 730 71.9 589 23.7 730 29.6 SBEVale 69.9 569 49.9 624 61.2 560 42.8 624 44.3 652 37.6 524 39.2 6U 3].3 824 35.3 577 30.0 624 722 571 26.0 501441. 34.7 460 26.9 47to 3 29A 393 24.6 433 25.4 390 21,7 433 71.4 365 193 433 20.0 397 57.3 433 10 2 375 Q O O TABLE 118 0 z r b AnchorCepacity Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: �� rfu1e1M1a 2.7kComale 3.5k 001c. Hello CMU FOmOCMU FTwew Mad (pqq)X(ANCHORCAP.'""r"')=ANCHORCAP•,a, o- H16•aco 714•SSEko 4rISEXa vrSSaco Out Sled a12Sled 0128he1 MULLIONCAP.,�.,,,,, AnehorCl1 Psltems a"t"�T 3r/4ramlmram vtEi'oU6racal ultww 3ncatovatacm urEXoumSCOn W ( 7 M Strea!(C5) USE THIS FORMULA TO OBTAIN THE*ANCHOR P Appr80aor U6racm A ra0av S<mx 1171 scterr E pslarca nl 1• 2.117 1• 2412 Mar 1. 2-v2 1. 2-112' 2r 9.110• 2' 0.49• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em6eQnenl n 11714' taw• taro• taw• 2' t-Vc 1-11r 1414• I-vr 1.114' 1-t1r 2 Las• 11791 woes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anthors 4iil 476•Min O.C.1 MardW a Ofaat Cep t1g.1) 390 m 3101A 450 ms ago Me ISM ms 27 ms 2811 to 354 m9 740117 374 we 664 Its 946 go o4i ms 442 is %a ws OPENING,WHEN IT IS LOWER THAN THE MUWON 4 Anchon;Q1.16`Mkt C.C.T SIX=sd(or 0-hei)CV(R$2y 4W Me 70010a WA WA NIA NIA 380716 Net WA NIA WA WA 65269 885 as t1208s CAPACITY(FROM THE TABLE)OF THE SELECTED 4Areis6s®3•MIn.O.C.1(21 215 Arp1e COPS I(Mg.3) 7W bs 700 me 600 bs 1560 Its 189SMS States 6600s NIA 76010. 7401es goo Re 109289 602 Me 985 me 1120109 MULLION.IT WILL YIELD AMINIMUM ANCHOR IAOCMng0.58'Mn.O,C.IULOp,int0,100•Alan ft4 NIA WA WA WA NIA NIA WA NIA N% Net WA WA N/A WA 1267168 CAPACITY WHICH MAY BE USED TO QUALIFY 1AMIINI :1p(R05) 125 be 19sms 225 ms 445 Re eines 135ms 140 Me 177 ft 3101,17107 lbs 332 Me 473 tee I RD Re 22116s 28009 ADDITIONAL ANCHOR OPTIONS FROM THE 27axaan t.f9'MtrtO.C1Fi:Ip 6j 240 ma 350 Los 171.0 WA NIA Nak 19089 WA WA I 11M WA I WA 1 341 ms 442 M8 E60 Its ANCHORCAPACITYTABLE. FRODUL17REVISBD m rnmplyin6 with ISe Fib" 1,264' Building Coda FIGURE I: FIGURE 2: TABLE NOTES: CxPirefonDatte '7��1200Z,) 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. Mi Dade poodact %1111111/ FIGURE 3: 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `;��y.� (.YN111 r,�, 1/' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94• ,kit.•'ySCUNSt< •., 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. No.50705 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 ;t1' v! ,� FIGURE4: FIGURE 5: FIGURE 0: f tit BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE :;fA'E OF 41 5003-T5 AND BE A MtNtMUM OF.100'THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND l =��1C••, jC pH1DN (' . .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND THE MATERIA( �'!fS5s1{)NAIL, 4 #10 d 012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 1.25•X 3.94•X.824• A�MN UCLA,P.E. MULLION FL P.E.#68705 TABLE12A M Mullion Capacity Table IbeAti Opening 5315th(fa verticallysparuiNg mtAlorls)or Opening Height(for)arimr4ally-spanning ml/llons) 50 in 60 In 701n so In 801. 1001n t20 to 1401. ISD In Rxtmpdnr ThOmorg. Racuor-Au Tmpm uo Redmsg* TingIltmg, Radangnv T wTdarg. Raa snoofi r TraprTdonq. Rec1mwer 7tepmleng. Rectmgul" TfwTdang, R4ctar g ler Tmprnlang. RedagWlr TmpRdeng. M O 2%4X.26 IABdInO Loading LoadnB Loadna lcodng Londng Lowing Loadng Loadig Lowing Lowing Loading Loafing 1.65,0 to6dnp Loading to"" toadnq - i u. Atom Tuba � Y Mullion 421n 170.0 02D 170.0 435 1170.0 744 1170.0 476 i7o.01 066 170.0 600 170.0 092 1170,01 519 170.0 1110 170.01 521 170.0 1240 170.0 1 62t 170.0 1488J'170.01 521 170.0 1735 170.01 521 170.0 1 1983 170.0 521 O 49 In 170.0 700 170.0 624 170.0 630 170.0 654 176.0 092 170.0 630 170,0 1133 170.0 801 870.0 1275 170.0 Bn 170.0 1417 170.0 630 170.0 1700 170.0 880 170.0 1863 770.0 888 570.0 7287 570.0 8110 � 1111E 50.025 to 170.0 747 170.8 E83 470.0 699 170.0 837 170.0 1048 170.0 864 570.0 1185 170.0 723 570.0 1343 1 70.0 747 170.0 1494 510.0 758 170.0 1783 170.tl 758 170.0 2092 170.0 Ira 170.0 2391 170.0 758 S 64 In 170.0 707 170.0 612 170.0 956 170.0 cot 110.0 1116 170.0 754 170.0 1275 170.0 AM 170,0 1434 170.0 631 176.0 1594 170.0 658 170.0 tell 170.0 681 1700 2231 170.0 1161 170.0 2550 170.0 061 (Lt 0 0 0 6011. 170.0 685 570,0 701 170.0 tOB3 170.0 707 170.0 1240 170.0 676 170.0 Mir 170.0 944 170,0 1504 t70.0 090 170.0 1771 170.0 1033 170.0 2125 170.0 1°63 1700 2470 170.0 fa3 160.5 2860 170.4 1963 70 U) 83 to 570.0 930 1700 745 770.0 1/18 1700 630 170.0 1902 170.0 940 f70.0 1456 170.0 1085 170.0 1873 470.0 1078 170.0 1850 170.0 1172 170.0 2231 170.0 1169 168.7 2551 170,0 1171 145.0 6653 170.0 1171 h J Bet. 170.0 074 170,0 780 170.0 1150 170.0 803 170.0 1354 170.0 1002 170.0 1550 170.0 10% 170.0 1753 170.0 1165 170.0 1040 170.0 1210 170.0 2330 170.0 1275 161,0 2437 170.0 1286 132.8 2437 170,0 12W 72 In 170.0 1063 170.0 676 170,0 1275 578.0 1008 170.0 1466 ST0.0 1120 170.0 1780 170.0 1728 170.0 f913 170.0 1386 170.0 2121 170.0 1307 145.6 2154 1700 1480 SN.6 2184 170,0 1629 1082 2181 770.0 1430 '� 761. 470,0 SITZ 170.0 037 n0,a 1346 170,0 1080 170.0 1570 110.0 1209 770.0 1794 t70.0 1722 165,t 1960 170.0 1421 146.6, 1060 170.0 1505 123.5 1980 161.8 1"0 108,1 1960 154,0 1535 92.9 1060 152.7 1531 0 a s Z 781. 170.0 1151 170.0 ai 1700 1391 170.0 1170 170.0 1011 110,4 1260 170.0 1642 170.0 1389 162.7 1561 170.0 4474 137.4 1601 183.1 15M 114.6 1681 147.3 5473 98.2 1881 139.6 1469 85,9 1881 137.6 3454 Q to 0- 000s 170.0 1328 170.0 1544 140.1 1395 150.0 1219 127,5 1398 136.0 flea 157.6 1386 t21,3 1119 99,4 t398 1102 1182 WS 1396 101.6 1147 74,5 1396 69.8 1122 03.0 1398 82.7 1105 OSA 1398 78.9 11098 Z J .-- Q OS p a h 147,4 1220 161.6 1095 172.0 1720 127.5 1078 105.1 1220 111.2 1081 92. 1720 96.9 1044 81.9 1220 89.0 ID20 73.7 1220 52A i016 61.4 1229 722 923 627 1220 65.0 9n 401 1229 62.1 067 � � '.�.' C-4 p 1061. IOJA 971 105.0 en 66.3 071 88.0 682 74.0 071 n2 549 01.7 B71 BS.4 637 dT,6 971 81.5 alb St.6 971 6&d Bib 43.1 971 149.07aiS 37.0 911 44.0 782 324 871 46.6 nt V} N �tit In 05.4 919 97.3 632 79.5 919 81.8 Ing 60.1 919 70.8 606 li 919 62.0 724 53,0 910 50.7 764 47.7 919 61.6 774 39.7 919 34.1 919 40.2 742 29.5 DID 37.1 732X1201. 75.5 7B8 78.6 719 02.8 766 84.6 705 53.0 735 55.6 695 47.2 788 49.4 638 41.0 756 44,4 077 37.7 780 40.6 600 31.5 768 27.0 756 11.0 641 23.6 736 6611 031 e7 144 in 43.7 548 44.2 304 36A 6113 17,0 496 312 848 31.0 401 271 d{6 28.2 1153 21.3 aiB 25.3 478 21.5 618 22.8 474 162 640 t5.8 546 17.2 455 13.7 646 l6.fi 446 (,} tV Q a O Q TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: O• 2 m0 s0 AnchorCe acl Table Ibs) ANCHOR CAP--- 20. sftuale 27kCxafde Mcon't. Hallow cmu rmedcMu PTWOW M41u1 (DR-)X� �=ANCHOR CAP.,, g 3416'Elco 114'86 EKo 3416•Eko 114•SS Elto 010 Stan #12simi 612Ileal MULLION CAP.,e,,,,, AnchorCOp Patterns Ant0a 7YP5 3!1C EkD u9rxon 04'Eka USMcon ONazon 3/1C Elco llllmcan va 6kounreeon Agprecawr Ullwon AWrYA- on St"IM)sttwA screw(as) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge,U(slame On) r 2.111 f' 2-11r atter r 2-lir 1• 2.0z r 3.310" r 0.48• 0b4• 0A24• CAPACITY REQUIRED'CORRESPONDING TO AN LAWOOSn! tarn 1y4• tau• 1-Y4' r /-v4• l4hr 1.1114' 1-1111• 1.114• 1-fq• z tape' fare' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchms®4.W 600 0.0.1 Sia Ind oroleet Clip tFtg.ib$ 39D O. 390 ms 450m!- 690 On 1644 Es 270 lbs 28D Its 354 ms 740lbs 374 Ns rfi4 ea 946 ma 341 ms 442 me Me OPPNING,WHEN IT IS LOWER THAN THE MULLION 4AmtKls®2.66•Mtn.O.C.i Sonded(Oroftl) I;Otq.3) 74D 9a 74D ms ell 9. 1485 An 1424 as Nut Sm ma NiA 9nsms NIA BAD Me IVA CD203 605 M5 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 6AmMsQ 1.71'Mh O,C,I SIMMN(or OMM)Cdp 09U 4y BB6m8OWO 758ms 19461ba NIA WA 705%5 NIA Mine NIA WA WA 1022lbs 132793 1053i&7- MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ambmg3•Mh O.C.I 2s6Aroe C9ps!(flq.5) 780 lot7 600 ms 1560 tte tea ma ams 5ln PoB NIA 760103 746 ms Books 1892 An 682 Da 58561s 112.0 e. CAPACITY WHICH MAY BE USED TO QUALIFY 6Am"0 T Min.O.C.1(2)2111 AngkCOps r ft 6j. 1170 lbs ii70ib9 Imbs 2348 m8 28440. 5 54806 NIA 1140 to 1122 On 13MWs 2838 D5 iC22 iia 1327133 161.08E ADDITIONAL ANCHOR OPTIONS FROM THE 3Aminn0 i-W MIA.O.C./114111P.Inlo.127Alum.(FIq 7) NIA WA NIA WA IUA NIA WA NIA WA NIA WA WA WA WA 073 ANCHOR CAPACITY TABLE 6Ant0o.@0.64'MIn QC.Ml2p,inlo,128•Alan 11) NIA WA WA •IUA tUA WA WA NIA YYA NtA WA WA NIA WA 2/ nE PRODUCT REVISED 2An bon,®26W MIR O.C2 FclIp 019 O) 310 tbl 370108 3151103 743 Ba 71212 NIA 280 5E NIA 348103 NIA 44D Me IUA 3410. 142 is 660Ib as complying with 1110 Flo" 3Amtos0i.71•Min,O.CIF421p( ,f0) 443M 6251[5 379 Ms 973 Its NIA NIA 3531ta WA MRS NTA WA WA St11t. 66405 840 n BuildinBCodc 18.0 NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Accap1-- Ab 3 �OIRGS..ED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �pit.li Data FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2.000' lion ITadai'mduaCoa tttlltltttlJf i • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR • • • • • GENERAL INSTALLATION METHODS. FIGURE 6: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE • • • •. 250. 4.000• •%i Nix!187011 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • � THE FIELD LOCATIONS. DIMENSIONAL ESTRICTIONS SHOWN ON TS 21-23. HSUGGESTED, O 23.FIGURES OW SUGGESTED,APPROXIMATE HE LOC FIGURE 7; FIGURE 8: FIGURE 0: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNITORtU `�. I';. �' •• �• �• (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i •••••' . . • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINiMUM GRADE 33 MID.045'THICK(18 Z'X 4'X 25'MULUON rllt 5/(jNA-�G��`� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRL-W A.LYf�I((INiIGLER,P.E. • .• • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E-#58705 I TABLE 134 _ Mullion Capacity Table eR17 • Opening Width(torysADD*sparrirgindllDns)DrOpeningHeight(for hortmrfa*sp@mtrgmJors) 501n 80 M 701n W In OOIn 700 N 120 in 140 in 160 in Rectangdsr TrepRI-4. RutwwAsrTmpRideng. Rut-00, 714pr91eng. P-ct-Mer TmPRnano. nwer der ll"M%ng- Rade outu Twpndang. 1teCSatlgtdar 7rap/TdeS+D. Recloo r Tmprrdang• Red-vdar TretaTdalg. O 21167[.26 Leafing Loafing Loafing Loafing LOndng Losing Loadng Loadng Loadrlg Losing Loadrp Loading Load519 I.oadlq Lancing ioadn7 U800 Loafing ¢ rr Alum.Tube Z y a a a ox Mullion �• �• i5� 13 & �" � r 15 tS� 3 �' �• c7�' rV ca I ill in z 426 iT0.0 1 020 170.01 435 170.01 744 170.0 478 170.0 865 17MO 508 170.0 982 170.0 519 170.0 1110 170.0 $21 170.0 1240 170.0 $21 170.0 1408 170.01 521 170.01 1735 170.0 521 170.01 1983 170.0 $21 �0 486 170.0 708 170.0 524 170,0 850 170.0 504 170.0 002 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 OW 170.0 1700 170.0 880 170.0 1883 170.0 600 170.0 2207 V0.0 680 ..t W 50.0251.- 170.0 747 570.0 683 170.0 am 170.0 831 170.0 1045 170.0 684 170.0 !1135 Woo 723 170.0 1345 170.0 747 170.0 1494 170.0 755 440.0 1793 170.0 756 1704 2082 170.0 T$8 170.0 2301 170.0 756 � �� r7 546 170.0 797 170.4 612 170.0 ON 170.0 601 170.0 ISM 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 850 170.0 1013 110.0 881 ROA 2231 170.0 881 170.0 2550 170.0 861 m ;.0 QO6 170.0 865 170.0 701 170.0 1003 176.0 797 174.0 1240 179.0 878 170.0 417 170.0 844 170.0 1594 170.0 906 170.0 1711 770.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 5003 170.0 2033 170.0 1003 t J 636 170.0 OW 170.0 746 170.0 1516 170.0 650 170.0 1302 170.9 040 170.0 t488 170.0 1016 170.0 1073 170,0 1976 170.0 1859 170.0 1122 170,0 2231 170.0 1169 170,0 2603 170.0 1171 570.0 2975 170.0 1171 686 170.0 974 170.0 780 170.0 1180 170.0 903 170.0 1384 170.0 1002 170.0 1555 170.0 1088 170.0 1753 170.0 I165 170.0 1018 V0.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1286 to 726 170.0 1083 170.0 578 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 113 IMO MIS t70.4 2125 t70.0 1357 170.0 25W 170.0 1488 170,0 2675 570.0 5520 170,0 3400 170.0 1530 �•S,, Lp Tell 170.0 1122 170.0 937 170.0 1346 170.9 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 ISM 170.9 2692 170.0 129 170.0 3140 170.0 1004 170A 3589 170,0 1705 IL O Z F78b170.0 1155 770.0 BBT 170.tl fk1 170.0 1118 170.0 1811 170.0 1250 170.0 1442 170.0 1360 170.0 2072 170.0 7474 170.0 2302 170.0 1564 170.0 2783 170.0 1700 170.0 3223 170,0 1777 170.0 38.03 170.0 1708 170.0 1328 170.0 1144 170.0 1504 170.0 1326 170.0 t058t1l(LD, 170.0 2125 170.0 1553 170.0 2301 t70A 7703 170.0 2856 170.0 1918 170.0 3185 t70A 2125 156.0 3413 *70.0 2273 138.5 3413 t70A 2381 2 N170.0 1417 170.0 1232 170.0 1700 170.0 1434 770.0 1983 $TOA 2287 170.0 170{ 170.0 2550 170.0 1952 170.0 2831 170.0 2Q65 1@0.0 3598 170.0 2338 137.1 3169 168.6 2470 120.0 3409 758.1 2428 {-- �o 170.0 1594 170.0 1409 170.0 IOU 170.0 1841 170.0 2231 170.0 2550 170.0 2070 184.8 2761 170.0 2271 148.3 2781 101.9 2333 123.6 2781 140A 2281 105,9 2781 125.0 2234 02.7 2781 118.0 2100 170.0 IBM 170.0 1454 170.0 IWO 170.0 1700 170.0 2203 170.0 2821 770.0 2140 155.6 2632 t62.3 2245 1304 2832 148.4 2218 153.0 2832 528.4 2186 97.6 2832 HSA 2126 85.4 2032 106.3 2098 LUX 1700 577! 170,0 1588 170.0 2725 170.4 1659 154.4 ?252 535.1 2252 S<t.4 5984 120.! 7252 127.2 1836 100.1 2252 118.5 1915 80.1 2252 09.8 1672 712 2252 86.9 1838 BY.O 2252 611 1505 QDX 125.1 1584 128.8 1445 104.3 1564 106.1 1425 59.4 15M 78.2 1564 80.7 1360 89.5 ---F72.3 1373 826 1584 65.7 1355 62.1 1561 56.0 13 144.1 1564 IB2 1305 39,1 1601 MA 1287 „�..N ¢ (7 Z TABLE,138 ANCHOR CAPACITY ADJUSTMENT FORMULA: An4:h4tCe 01 Table be (ANCHORCAP-,g,„„ .� Suhsimle: 2.7hC0romm 3,6kCong. HoflewCMU FlllhrY4U PTYrbad Mdal (OP,,,)Xl }rANCHORCN'.,,, dtV Eko tram 88 Ek0 6118•RICO 174"33Eko 010sled 4128teel 0128ted MULLION CAP.,„,,,,, AneSswtypa 3356•i7co t8tr4con Yr txo 1902227 Meow 816,Eko U11"can U4"Ek. U2mean Ma tmroton A90ra0s(or screw t0 SaRw 053 strew(GS) USE THIS FORMULA TO 487.0144 THE 1WOHQR AnchorCilpPetteme A9ae0 t Edge DIst8mo Dn>: r 2-1tr I V 2-lir 3-118• 1" 24tr r 2-127 r 3-1197 r 0.48- 9.54• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Embeednen116t tartril3vlr t v4• tar'• t-Yr 144 1114• 1414• 1-itr 1-ttr r Sara• 1•aw lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 A 11M 0 4.76•Min.O.C.f Stw*d ar OffW(Mp(Fig.162k 390 ft 450Pa 69D ms 1644 rob 270%5 2801bs 354 Ore 740163 374 tba 66/IM 9401112 341 IW 442123S80Ice OPENING,WHEN ITIS LOWER THAN THE MULLION4An5homg4.687 Mh O.C.IStrftd(urOfbd)CUP".3k 760ra 900 roe 1760Its 3232 ws 540Its 6800% 7080,2 1400fbe 7401112 i2726u 58421bs 682Ins 885 fM 1120304 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AnobMB1.71'Min.O.C,I StaftW(070meq CLP(Fi0.4k 1160 mi 1010Ibe 2595153 WA WA 040lbs WA U651bs WA WA WA 136.11112 17M Its 2240 roe MULLION•IT WILL YIELD A MINIMUM ANCHOR 4A.hmQTM6.O.C.1(2)245Anq•Chps I ft,5k 780me swon, two ibs 15981118 5406.- see lbs WA 760Th 748 Me Wlbs 18921bs 682 Me 6851bs 1T201b3 CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchde®3"Min O.C.tt2)208 tgs Cups t IFlp.Bt 15601111 1360lbs 3120IW 3792 ka 1080Ibs t120 P. WA 15201bs 1490& t760 0m 3T84lbs 1363143 1710IM 2240 m6 ADDITIONAL ANCHOR OPTIONS FROM THE 12A0ahom 1 LVNn.0r-1M2.5An91e C9pe1(FIg.7k11184%2 1440 an, 370oibe NIA WA 132D ibs WA 15001bs WA WA WA 204506 285410. 3380111. ANCHOR CAPACITY TABLE. PRODUCr Rim= 4 Anchor a 1.34"Arai.O.C,t U471p,610.125•A..It Bt WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301113m c0mply7n6 with the t+tbridsWA WA WA WA WA WA WA WA WA WA WA WA NIA 2.11bs 1-2.000'--1 Building Code: 2Anchas l®4.08"M6.O.C1 F.dID{FIp.10): 390 ma 390@3 450 Pa 890 ma 1811W 2701b3 2801113 354 ma 74062 374ms 836182 J. 341% 442 Rs 5B00ra Acmpwm?4o lrp�4Yi S�t.O� 4Anchm 1.71"M6.0.CJ F-C8(F .ttt 690x. 70D ma 5051bs 12991112 WA WA 1701113 WA 1 533 ro. WA I WA WA 1 682 Ns 8851bs 11200w 7250, Pa{pirati DaleZ`�A�,Z,� NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE+ FIGURE 8: FIGURE 9:FIGURE 10: FIGURE t1: Miam Product • • • • • • • . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 115!I t t t)1 • • . • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,.(\,•••-A7! ter 1 ..- jt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. y��•''�1G4-NSC '•. 'A • • • • 6.004" • • s • • •• •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 1":t I,Irr,5$705 '• 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON w FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �{ l - ANGLE wit 16.t1;: U • • • r • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '•'j5••. S1•A7E Op .l;J,� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SMALL BE PRESSURE-TREATED (7 ' • • • • • • • • 5-7 '.`t'J�5`•.,rt,OR1{)P;•••� 7YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 8063.7$.0440 BEAMINIMUM OF.12S' MUS6E '.�```` ......• ��:� THICK.STEEL STUDS TO BE A MINIMUM GRAVE 33 AND.045•THICK(16 GAUGE).STRUCTURAL STEEL TO , U( 33 • • • • • • • • USED IN ,t� t)NAX,it PAIRS BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"x O"x.211" A.LIIf�N�FAILL�R,P.E. THREADS BEYOND THE MATERIAL.#*0&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 k ' i TABLE 140 � - Mullion CapacRyTablo Oboe �� ~ . OpaninpWtdth{tortsrUcatty-s 9Mngmt/tora)orOpontnpNetpM([flrhod29Na6y-5p9txinpmdNons) Be In Be In 701. BO In 901n 1001n 120 In 14o in i6oin 17 Rmlanpulat T,,,"a g, Rmtatgatar Tmpidan6, Rmtenp0lar 7tapTdnrg. R.MtV ar TmpRimg. Rmtargdar T.WM.V. Reo retftr TtapTrt rV. Rmtetgutar TMOdaV. Rmta+g�4at Tmp7datg, Rmt.Wfar Tmpmano. � f 1.28"k 2.11" Loading bard Loedra Loadkg Waft L..Mra Lo4ng Lend" Loose LoWrg Loadlrg L.&N Laadlrg LoadIg Loadlrg Loadn9 Loxnm Loadln0 6Y ;t�SS % Tube Mull � 42 In 144.21 526 567.0 426 120.2 528 1438 410 1030 523 U&II 414 ODA 628 1315 1 411 Bal 520 13411 411 721 528 139.1 411 80.1 528 134.1 411 81.6 628 134.1 411 46.1 626 134.1 411 O w 1601n [49.6258 Me 333 60.6 403 947 325 68.0 403 WA 320 00.4 407 81.4 311 53.7 403 70.4 316 4&3 403 7&O 314 40.3 403 78.6 314 345 403 78.0 314 30.2 403 T8.6 314 91.0 301 6&B 382 7&3 294 6&8 382 Tf.9 289 6i.5 367 872 2ffi 4&T 362 84.8 ZB4 44.2 362 83.6 283 343 352 616 283 29.4 382 83,5 287 25.7 382 83.5 283 (Z" 74.1 267 E&5 318 09.2 281 4&5 318 57.7 258 424 318 53.5 253 37T 318 50.8 250 33.9 310 49.6 249 2a3 Oil) 49.1 248 24.2 318 49.1 240 21.2 316 48.1 248 LU o 53.1r140 41.2 258 45.7 214 35.7 250 40,7 210 30.9 250 31.2 287 27.6 250 34.0 204 24.7 256 334 2M 20.6 258 32.2 201, 17.7 258 322 201 16,5 258 32.2 201 Ua 4p< 45.0 33.0 234 39.1 185 3a6 231 34.T SB2 2&T 239 31.8 189 207 234 29.4 188 21.4 239 2&0 1&1 17B 234 2&8 iB3 !&3 234 28.5 i83 134 234 20.6 583 111 �39.4 31,0 213 33T 17B 2&6 213 2B.B 17B 232 213 27.0 17J 20.8 213 25.1 170 1&8 213 237 169 15.6 213 71.2 187 1J.3 213 220 S50 11.8 213 22.0 1882 8 30.1 238 170 259 152 20.4 179 22.5 14B178t7820.314T 159 t7B 1e.7 t-051 25.4 20.3 t8! 21.6 137 17.4 18i We 135 1&2 lot 17012 23.5 1a0 162 109 131 5&1 162 17.5 126 K( TABLE 14B ~ AnehorCepkcl Table Obs) ANCHOR CAPACITY ADJUSTMENT FORMULA: X Z zz o sWakate 2.7kCorcrete arCoro. HOIbwCt4U FRedCLBI PTwow Mete (DP„s}X(ANCHORCAP.,,",_)=ANCHORCAP.,", 5fi6•Ek0 U4.33Eko ti/16'Eko 1f4•SSEkO tl(OSiOd tl1231ce1 tl1261ce1 MULLION CAP.,,",,,,,,/ r AMhr Type 3n6•EkoUttnet0 114•E14o Uarxul 3i16•EkOUllra on UCEkoWwan 04 AnthorCitp Pettemk U3laotn A9p8Galar VII=0n AWeG. ..(Gs)ft. 5) saew(a6) USE THIS FORMULA TO OBTAIN THEANCHOR Ix x Edge Dulamapl) r 2.12' t• 2.1r2• 3-11B• r z-vY r atTr r 3-va 7 a46' 0.54. 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN (p Emoednali ) tsf4' 1,'W !av 1314' 7 tur t-vd• 1-tTr t-w• t-vr lar4• 7 i-3a• tare. vnez ACTUAL PRESSURE REQUIREMENT FOR THE U SV Q 4 AMIon 0 T MIB a.C.f 2f5Algie Clips t 790103 1 703 Ws 1 010109 1 15MODS 1586109 549ta I MODS I wA 1 703 ms 749 me Geo qxi /B929n 682 hS 005 Oa u3D rob OPENWG,WHEN IT IS LOWER THAN THE MULLION 4 "• Z�� CAPACITY(FROM THE TABLE)OF THE SELECTED Q. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDiTtONAI ANCHOR OP710N5 FROM 7HE ANCHOR CAPACITY TABLE. r TABLE,NOTES: , I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 26 FOR INFORMATION ON LOADING. 1 266„ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. rItOD.UCf R&YISBD os complying with the Fiud& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS is ALLOWABLE. DuildutgCodo FIGURE I: A.mplan=* 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bxptmlmn Dat` /jp 92 F0 0 * 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• Ow FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IMde ANGLE CLIP MUST BE USED W PAIRS. 126" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - 7• .,� tp\t•..••••. ,1fF �i YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OFA 25" 1 : �� .•'�GENSC '••,'P THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 7.28'X 2d!'X.i25 MLILLfON Q= '."a' LEAST A25'THICKANDA36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FM MULLION) THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ ( :rct� �'. sTnTt OF ':Y: 8/ONA1-�ol'�'� A.LYWIMILLt�,P.E. FL P.E.#58705 TABLE 15A • - Mullion Capacity Table,IbsMt Opening Width(torvurficaltsparmirg rralors)orOponing Haight(tartarizon199y-spanni g mt4ions) W�g� win Goin 701. go to go In 1001n 1201n 1461n 1601n 67"'� p 11ee1m ler Tre od Ism-0 P4 epnilmg. Reclengr4er TmpRdeng. Peetmyler halJTdenp. Ree4en9der Tm ang. Recten m he d t 954 PJIYIenp. RL. er na m. Reclen 4r 7F PIM no P171enp. ReciangUal Trtmdl:go. RectmgiLr TtLosawg. e o w 326^30 teadnp Loodn9 1.0adn9 Loading loadnD Lowing loedn9 LoadnO Loadbq Leodng LoedaD luaAntl loed� lnadng loedn9 Loafing Loedrp lowing Sx U DEO.AI r _ BAYMULL y£$gygt4 •$@ 'Q§ tt �p ,L$�• H ',*qL.�• 1013^ $$f1 �g Q$ A@: f+�$+qt N OE 6 � 211 111 1 4.11111 2 9,1 N 111,1 114 a I 0175 42 In 178.0 820 170.0 435 170.0 744 170.0 478 170.9 868 170.0 we 170.0 892 t7o,o Sig 170,0 fit8 170.0 621 170.0 1240 170.0 S21 170.0 1488 170.0 621 t70.0 1735 USA 621 149.1 1749 170.0 Bit tll 49 in 170.0 708 170,0 624 170.0 850 170.0 884 170.0 992 170.0 630 170.0 1133 170.0 661 170.9 1275 17MO 677 170.0 1417 170.0 a80 1622 1522 170.0 600 130.6 1622 170.0 880 114.2 1522 170.0 Sao W.B26In 170.0 747 170.0 603 170.0 888 170.0 631 170.0 1016 170.0 844 170.0 1195 170.9 723 170.0 ISO 170.0 747 104.2 1443 170.0 756 136.9 1443 170.0 768 117.3 144. 170.0 758 1o2e 1443 170.0 766 It 1131 a 541n 470.8 797 170.0 012 t7O,0 9:a 170,0 691 170.0 itte 170.0 754 1700 1275 170.0 643 100.4 1353 170.0 837 144.3 1353 t7kil 8% 120.3 1353 1704 861 10.1 1363 170,0 861 402 1353 170.0 act ca M ~ so In 110.0 885 170.0 701 170..0 1003 170.0 707 187.0 1218 170.0 Sig USA 1218 170.0 944 129.8 1218 159.6 936 110.9 1218 152.1 024 07.4 MIS 146.1 913 53.5 1218 t40A 913 73,1 1215 149.1 013 F7 U 9Jh 170.0 WO 170.0 745 170.0 1118 170.0 850 160.2 1160 180,0 BOJ 131.9 1160 163.0 014 118,5 1160 10.0 Egg ipS.1 1160 134.2 885 SLB 1150 126.7 Wi 7631 itSp 128.2 670 05,7 1160 1282 670 a m 68 In 170.0 874 170.0 768 152.4 1048 185.8 Sat 130.6 1048 149.8 064 114.3 1046 133.1 S50 t0I,6 1048 123,4 839 91.4 1048 I%S 938 782 1046 109.4 021 65.3 1948 1062 810 57.1 1048 106.2 fila Z � 721n I/4.9 680 14TB 784 117.4 sill 128.9 748 100.8 080 110.9 734 08.0 000 100.0 722 78.2 860 82.0 712 704 eco 55,2 707 68.7 680 78.2 693 60.3 880 76.6 688 44,0 880 76A 685 a J W U Z 781n 118.7 700 125.1 691 90,6 790 108.9 816 05.5 790 43.7 667 74.8 700 534 652 60.3 7811 79.9 643 69.8 700 71.7 635 484 700 85.1 824 42.8 790 6Z1 019 374 780 81.6 617 Q � � � 78 In 110.0 750 tIS.S 657 022.3 750 98,1 444 79.1 750 $5.9 032 092 750 77.1 621 61.6 760 70.6 512 65.4 760 85.7 605 482 750 59.4 594 39.6 759 502 608 34.0 760 65.6 684 F Q ¢ N ,O gain 72.1 603 744 600 6D.1 503 024 491 51.6 683 64.8 483 45.1 683 46.9 475 40.1 603 44A 400 30.1 603 40.9 402 30.0 683 39.2 452 25.8 683 SJ.3 445 22.5 063 31.8 442 +Q Z 8 061n 69.4 405 61.1 443 49.5 445 81.5 435 42A 405 44.0 427 37.1 493 39.9 42t 334 49% at 415 20.7 495 332 409 24.8 495 29.1 400 21.2 495 20.0 394 16.6 495 23.0 390 U.1 Q 106M 41.7 391 42.0 353 344 391 35.9 348 20.6 301 3131 342 20.1 391 274 337 23.2 39t 24.9 333 20.8 391 22.6 328 174 391 18.7 321 14.9 391 17.8 316 III In 384 370 392 335 32-0 370 37.0 330 27.5 370 28.8 325 24.0 370 25.3 320 214 370 22.5 310 18.2 370 20.8 312 14.0 370 18.1 305 1201n 304 317 30.9 209 25,3 J17 28.0 284 21.7 317 225 260 19.0 317 1039 27G 169 317 17.9 273 U Ci Q 144 to 174 220 17.5 203 < M ZOO � TABLE158 Anchor Ca ct TabuObs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ' � � P.,,, auhelmll: 2.7h CorcrNo 151;Oona. Hp9ox CMU FiAed CMU PT Wood Malel (DP_)X(ANC -ANCHORCAP_ Site,Eke And=Type: YIS'Eta Uloacon Or Elea Ullmem Eko Lfitr n 114'Ek.Ntmem fiTICBS Eko St18'Eko tf4'SS Eko 010 Stilet 012 Steil 112 G" MULLHOIONR CACAP.,,,,,,,,,, Anchor COP Patterns Ulneom 3116' Atlgta.tor Uemcan AopeOetd 9o"(05)6cmw(0.5) avow(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edo.D13mnee(Ink r I 2-17r I I' 241r 3.601 1• 2-Irr r 24(r r 3418• 2- OAr 6.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml MT 1614' 1.34• I 1.314• I-VV r 1.114' 1-114' 1414' 1414' 1.1N1 1.114' r taro- 14W varies ACTUAL PRESSURE REQUIREMENT FOR THE 2Alcicm@6'MiMO.C.112)3SAr,&Cap9l(Fi9,B} 3 69 390 ibe 45010s Aga 61 1700@9- 2706e 250141 3w In. 7409>a 3T4 lbs 720 iba 948 r. 3416s 442 Me Sag 6s OPENING,WHEN IT iS LOWER THAN THE MULLION 4 Arcac49®3.6'Min.O.C.1(2)h5 Angle Caps I(Fig.2r. 780 go 780lb9 7901,3 1070144 2525 9» 540 RA 560lbs wA 1120Ins 748 lbs WO IW 189211,3 84211,3 685[be t120 6s CAPACITY(FROM THE TABLE)OF THE SELECTED SAnetwm402.71'Min.0.0.12)35 Angle COM l(Fiq.37 112065 1120161 950166 22461bn 225469 NIA 04061 WA 105010.9 wA 1320 1b. WA 102268 13276s two 8w MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1• ANCHOR CAPACITY TABLE. m11RODUCf REVISHO TABLE NOTES: plying with We Fib" : Building Code Ace5plmca ND 1r--'0 8.03' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. P picot on Date /021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, MI DadeProduct FIGURE 2: LttRNhl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALES FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' �� .....dJ!(! tt�i • • • • HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' :�1. •'y�GEi45(:-••.r� %J FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tic:• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED '- • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' u THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY •' r D �� ;'1+.I LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '.{�,'•. ��,;� • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 410 S.S. •..;°1.OR10P:••�C', '9 t ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. t t 111<<�s�/jl.Gi O` A.L tSN MR e' R,P.E. FL P.E.#68705 TABLEI6A � - Mullion Capacity Table(Ibelle) �? Opening Wtdth(for<et8calitsperrin moons)oropening Helght(forhotimnte*s Ygmd1'wn6) �ri-�, 601. 001. 701n 001n 901. 100 in 1201. 1. N 140ISDC Rectmgulm llepfllienp. ReclArgdar TiOpRdmlp. Rectangulm Tiep4Tdmg. Rectat40der Tmp/Tdeng. Rectangular Tmp(Mmg. Rwlmgtder Tans .n4. Rectengder Trapmang. Rectanguar Tiap7Tdang. Roctangutar TAVM g. 3.26'46 Loadne Looting Loaf g Lowing t.00dng Lowing Loafing LOar&ng LOAM Looting gLoedng Looting Looting looting Lowing Loading Looting Looting o DEG.AL BAY MULL � � � ��' �' � �' � �� • � t3 �� ' � � t!�' 3� � c� � N � V) 421. 170.01 820 174.0 435 170.0 744 flap 478 174.0 086 170.0 608 170.01 092 170.0 510 170.0 lite 170.0 521 170.01 t240 1 114.0 $21 170.0 1 1488 170.0 521 170.0 1735 170,0 521 480.3 1874 170.0 62t W l to 481. 170.0 706 170.0 624 170.p 950 774.0 584 770.0 Og2 170..0 670 1170.0 1133 170.0 Sgt 170.0 1275 170.0 877 170.0 1417 170.0 600 183.7 1837 170.0 BBO 110.3 1837 170.0 680122.8 1037 170.0 680 a @ _ 60.025 In 170.0 747 170.0 553 170.0 690 170.0 1 531 ITO.O 100 170.01 684 170.0 1195 170.01 723 1 170.0 1345 170,0 741 170.0 1484 170.01 756 147.1 1552 170.0 759 128.1 1652 174.0 768 110.4 1652 770.0 iib W o co 541. 170.0 707 170.0 812 570.0 950 170A 691 170.0 HIS 170.01 7S4 170.0 1275 170.81 803 1170.0 1434 770.0 837 133.2 1465 170.0 056 129.3 1455 ITOA 881 1148 14SS 170.0 801 97.0 1463 170.0 get 00 C) F- 00 in 170.0 895 170.0 701 170.0 1083 170.0 707 Boo 1240 170.0 078 157.1 1309 170.0 044 139.7 1308 170.0 900 725.7 IWO 153.5 084 104.5 1309 157.1 082 89.0 1300 167.1 982 75.6 1309 157.1 062 03 In 170.0 030 110.0 745 170.0 1118 170.0 850 102.9 1247 170.0 940 142.5 1247 164.5 983 1287 1247 162.0 905 114.0 1247 144.3 852 950 1247 138.2 038 81.4 1247 135.7 935 71.3 1247 05.7 935 � W � 1 0 68 in 174.0 974 570.0 789 170,0 1160 170.0 903 1484 119D 183.7 085 120.9 1100 147.0 945 173.4 1190 08.6 028 103.9 1180 128.4 914 K6 1190 119.5 890 742 1190 118.1 a93 84.0 tf90 118.1 803 Z co¢�' m � 121. 181.@ 1010 168.9 977 131.7 iDtO 744.8 B5B 115.0 1010 127.2 842 101.0 1010 114.7 928 Bae 4010 105.8 917 eO,e 1010 90.0 BW 07.3 1010 80.8 705 57.7 1010 87,6 790 SOA 1010 87.7 789 � : L ao 701, 157.4 908 fp4 792 11{,5 008 177.0 773 88.1 806 107.1 781 85.0 908 982 749 783 900 65.2 738 88.7 805 62.3 728 67.3 906 71.7 718 48.1 908 71,2 110 i2.B 948 70.6 700 r g r iF 781. 727.1 851 132,5 761 105.8 SBt 112.5 736 848 881 086 725[21.8 881 885 753 70.6 SBI 81A 743 83.8 881 76.4 804 $3.4 857 86.1 801 45A 80i 84.5 875 30.7 881 83.7 872 Q d a BON 82,7 818 85.4 574 50.9 840 72.1 584 50.1 649 02A 554 819 50.1 '45 18.0 815 SOA 537 41A 048 AT.O 530 315 849 41.5 519 20.5 645 38.2 611 25.0 819 34.8 507 Zr( CQ Z r 901. 082 588 70.1 503 68.8 We 69.1 480 487 553 SIA 491 See 458 403 37.0 580 41,4 470 34.1 S88 36.5 470 20.4 588 33.4 458 24.3 680 34,5 ;52 21.3 648 28.7 177 UY W� blO.$O /061. 47.9 449 489 405 39.0 449 41.2 399 34.2 449 35.7 303 M9 31.T 387 28.6 449 28A 38Z 23.9 NB 20.1 377 20.0 149 22.7 365 17.1 MB 20.4 381 154 M9 10A 356 H rT 111 Lu 0 N "A 425 45.0 385 30.8 425 37.9 310 $1.5 425 32.8 373 425 28.1 397' 21.6 428 20.2 302 721 425 24.0 358 18.4 425 20.7 350 15.6 425 48.0 30 a Q S � 120 In 34.0 381 36.5 331 29.1 364 20.8 328 24.9 364 25.9 327 354 228 337 59.4 301 20.5 313 17.5 361 18.7 304 U U3 Q � 1: 1441. 2a2 253 20.4 233 78.0 253 17.1 230 E Z tp B l'O 5:Q TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorCa ct TebtO b9 ANCHORCAP.,,e,,- sumlmle: 2.7k Corciele 3.5k Conn. Holl-CMU Mod CMU PT Wood Metal (OP„)X t )=ANCHOR CAP.,,, 5511W Eko Ur S9 Eko 3755•EtcO 414•59 ETcO 8103tool Ot28taei Mit Stall MULLI0 CAP.,,,„,,,,, Arklcr Typo: YIS'Eko Meow Ild'Eko Umaooa 31te'Eko Ulemoo- iH•£ko Umeoon Anchor Clip Patterns Mlmon ApgreGatm Mtmcon A9greGelor Sorew(05)-'cm(G5) S."(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Oista.a ft 1• 2.11r r 2.17r 3-178• I• 2-77r 1' 2.1rr r Sate" r 4.48' 0.54• 4.324' CAPACITY REQUIRED•CORRESPONDING TO AN Embedment(NT 1.314" 1.314 1.314' 1.3x4' r 1.114• 1-114' 1-114" 1.117' 1-114' 1.114" r I378" 4La' Wei ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhme R S'69n.G.C.I(2)245Anplo CSpalf-i7 3901bs 394 ma +50164 peg 917 174 ma 210 roe 230 ros 354 ib4 740 as 3741bs 72D 1b. 945@8 34111 4421ba 560 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahm®36'?Ark O.C.1(2)245 Angle CBpo I ff19.27 7801bs 780lbe 790 me IWO 8 25251ba 640lba 560 m5 WA i1201ba 748 me Boo 1892 the 602 ma 885 NO 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED B Archo,e 171'No O.C.1(2)WAn*CON I ffq.31 1120mi 1129)es 858164 2240 1b, 2254 ib4 WA 8401ba WA 1059116 MA f320Ibs AA 1072 ma 1327W IWO ma MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED FIGURE 1: as M"PlYinS will,the Flockla D9 TABLE NOTES: aalnscpie A..PtarrcO NO • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E5 imtlOn Date '2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B Y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mlem ! 4t FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. y�yt \YNN r�rf • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QY ��>`O�`{.•••••••A��{!�•,y��l' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *ti..•'y1cGNg '•.,7 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F(LLEO [ii!TO:+ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 1190.WOOD SHALL BE PRESSURE-TREATED - • ' • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063$6 AND BE A MINIMUM OF.125' - i LX: THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ;BAY .O I;�a ITI $ CL 'tri, THICK LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND `A S7p1'E OF !j 1` • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MUL "+C7^n.•., TAX X01` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. J. 5()f< G y. A.LYNNiryl E-!W, .E. FL P.E.#68705 --� 1.00D^ �--• � --1 1.000" �-- r•1.000•-I 1--1.250'•--I >< � --j 1.000" (- -j 1.000• r- f- i.zss'+I .126' .125" ° .126' .125' 2.760' 2.750' .126' 3.126' .125" 3.188` Y 2.000" 2.000' aw * 25' .286' 2.116' tV to L125" 375" .376' 600' 125" O (V f L T �. 1!J 1'XTX.125'MULLION 1'X2"X.375'MULUON 1"X2.75'X.375"MULUON 1'X2.75"X.850"MULLION 1•X 3.125'X.6'MULUON 1.26"X 3.188"X.26V MULLION 1.26'X2.11`X.125'MULUON S 6063-TO ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 6083.76 ALUM. 6063-76 ALUM. 8063-T6 ALUM, 6063•T6 ALUM. 2 XSECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION W 0) Q O CO Q �(1-.126' Z jII TABLE A � Z � I STANDARD CLIP 1 2X5 ANGLE CLIP Z 111 Dimension Value pn) For Mullion: 0083-TB ALUM. 8063.76 ALUM. 2.000' 2.]2b" - X-SECTION 2000• XSECTSON DI Z ucLIP A 1.825 � a. I I 6063-TB ALUM. p e" T •126' XSECTION L .126' B 2.854 .- C 0.895 Aluminum !- C? Q B5 o •� Tube Mullion 9. .125"J Q D 0.740 yg;to 4.740-1-- A 1.125 Z. $ 6.500" B 2.404 i'X2"X.3Tb' a Y Y CUT149RE TO 375' Aluminum .375" 3.125"--"•(_CREATE FCLIP,SEE MM. 1�- --5-000"-----'-`{� C O'6w Tube Mullion - Q MIN. - DETAILF,SHE£T4 I .375"MIN. I D 0.490 s( .338'MIN. A 1.8750 p t t 1 It A A 1 U-CLIP ff B 3.000 1'X 2.75"X .p' ____-___J 6063-76 ALUM. `- '-------""'--------"' 2X5 ANGLE CLIP C 0.767 .375 Aluminum TOPVIEW 6003-Te ALUM. 0 1.116 Tube Mullion �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVIEW E .450 Min. 6083-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST UE TOPVIEW ZCENTEROFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 V X 2.76"X WITHIN THE DASHED BOUNDARY.S£E 41.E MUST UEHOLE DIAMETER:ANCHOR DIAMETER+1116. B 3000 •650`SHEETS 5-17 FOR THE ANCHOR O.C. ITHIN THE DASHED DISTANCE.MAXIMUMANC14OR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER•1/18•. SHEETS 5.17 FOR THE D 0.83j- Tube MotionANCHOR O.C. TABLE B DISTANCE,MAXIMUM PGT Part# A 2.000 .PRODUCT REVISED ANCHOR HOLE MDII DlmenNOn ehe9t# 1'X3.125'X .375' •375-MIN. °��R'ANCHOR ( Mullion Std.Clip Offset Clip U-Gllp Angle CNp B 2.637 •500•Alum Biiitdi g Loft gym°t rot MIN DIAMETER+1716•. 1"X2"X.126"(5) 66605 666113M 6661116M 666243M 666511M G 0$83 Tube Mull AcmPIw%wNe ttG'O7JQj,D3 D 1.137 pin�ftdmt ' D21 - r--- -------y--•-----.----- - 1"X2"X.375"(6) 66M 668114M 6661119M 666244M 666512M A 2.825 D 1"X 2.76"X.375"(7) 66607 666115M 6661120M 666245M 666513M g 3.262 1.25"X 3.185, hil. t I X.285'Alum t t 1"X2.75"X:650"(8) 66808 666116M 666 121M 666246M 666514M tA O.B62 Tube Mull r I I I B '\ �,}NN elf I --- --, D I 1.762 1"X3.125"X.50D"(9) 86637M 6W1116M 6661114M 606242M M16M titi' 0�,.. • ....�1<</ 1 i 1.28"X2.11'X `tier' }GkHsb t I I --� 1.25"X3.188"X.26S'(12) 06841M 6881117M 6661113M 866241M 660516M 1.013------- --- 121"Alum i.2W X2.11"X.126'(18) 69370 WA NIA NIA 666517M Tube Mull •¢; yyo.58705 1 C OFFSET CLIP NOTES; .125• 6063.76 ALUM. 0 Luz: � 0I z TOMEW , 1)HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. S'tA L U .740'-f+-�-I " x\' •../..LOR\VA. 'i 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE}TOLE LOCATIONS&ANCHOR O.C.DISTANCE_ & 4� . SI 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS_ A.LYNNllyil`.(iR)�.E. FL P.E.#58705 1.000- 1.000- 1.062'-1 .74(r S 0813' .38V rt .125, .126" 4-000".062" STANDARD CUP .438' 4S 318 4.000' 2.625* 2.CW 0063-T6 ALUM. 2.125' A2w X-SECTION U-CLIP 2.000' 2X5 ANGLE CLIP I 6003-TBALUM. 6063-T6 ALUM A26' .125' E-125' X-SECTION X-SECTION E*12 cq .031' -1 1 a -, (n t5 Z L 1, 0 ro CENTER OF ANCHOR ROLE MUST LIE WITHIN THE LU .,120 155* DASHED BOUNDARY.SEE SHEETS 5-20 FORTHE .375^ .375, _ -T O.C-DISTANCE MAXIMUM ANCHOR fi) V 4*X.12V 1.X 4rX.379' Jf IIX4"X.376* -T HOLE DIAMETER:ANCHOR DIAMETE w M 0 5.5w U) MULLION MULLION Ir-MULLION CUrHERETO 5.00 DO z Q 6063-TOALUM, 6063-TO ALUM. 6063-TB ALUM. .375" 3.125' .375* P 0 X-SECTION X-SECTION X-SECTION �375' CREATE F-CLIP,SEE MIN. :E W MIN.. DETAIL F,SHEET 4 q I -I z 1.260. .375" W r--------- ---------\- z M Z J CENTER OF M 1.250' 1.250 ANCHOR ROLE MIN. MUST LIE WITHIN D. z THE DASHED BOLINDARY.SEE I.- c) Lr- I z 0 -Q 3 0 2. 385 0 2.2 .121 A L x T 2.076- --1-- 4-- t -J- SHEETS 5-20 FOR C', z THE ANCHOR O.C. z. 3.W DISTANCE. < U Z MAXIMUM ANCHOR HOLE 3.250' 1 1 1 LU 0 DIAMETER: LL -j -j A00* L .100* .100' ANCHOR C/) DIAMETER 1116.. ---------------------- :Q-�i 0 0. cl) (1) .loop ANGLE CLIP .624' .624' STANDARD CLIP U-CLIP 608370 ALUM. ❑ v .0121W 1-1-1 --1 .020"1-- ---1.820' 1-- CENTER FA1C..R..,(0LE MUST LIE 6063-TO ALUM. 6083-TS ALUK TOPVIEW .. T. TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X3.25'X.100' 1.25"X 3,25*X.624* 1.25'X 3.04'X.624' SHEETS 5-20 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value en) For Mullion: DImenBlon Value(In)For Mullion: 6005•T6 ALUM' 600545ALUM' 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER-III V. F 3.681 i-X4'X -F -IrO-38 1,25'X3.25' 25'X3.2V X-SECTION X-SIECTION X-SECTION 0 1.018 .126' G 0.618X.624" --T:43-8 3.469- 5.500"---moi H 2680 Aluminum H Aluminum 2.661* 1 3.000 Tube Mullion 1 3.250 Tube Mullion .126' 375� MIN. F &187 1'X4' IF 2.625 115*X3,W G 0.757 .376' G 1.125 X.624" --- --- ------- H 2430 AJtsnlmm H U56- Aluminum .-.COUCT REVISED 1 3.000 Tube&'T 1 3.250 Tube Mufflon �complying with the Florida F 2250 1.2b'X3.25" I F 1 2.813 130 B.ilding Cod. .125' G 1 0.760 Xl F 1 2.875 14 5;1 F,Mull I A cepw No 8.0.3 .125" 1 Al.;Itut Bc I DMd 45' 2.2501 : W 3250 T By M* Dole[mduq 3.2S0'4VqAyMULL,Oj 3.2 1 1 1 TABLED 30*DAY MULLION 6003-TO ALUM. `-----•--'' I I ------- Mull DImenefork PGTPart# \--fNN 6063-TO ALUM.N SECTION (sheetil) X-SECTION -M.Ilf..7 Std.Clip OffwtCllp U-Cllp Angle Clip I-X4-X.125-(10) S9GN Wfl-M W131112ZM-igMIM W8516M 12" pind 12 / MULLION 3.1Z fm '0. IA1U. T,ON 1 0 OFFSET CUP .126-- -L 6063-TO ALUM. 1. 't X4-X.375-(11) 86010 666112M W61123M SM42M 666519M 140,b870g .228"j TOPVIEW I-X4"X.375--r(11) 60053 6MI12M 6661123M 666242M 666619M NOTES: .740" I.25X125-X.I00-(13) 20160 6881I27M 6WI124M OOM410M 6665115M iz i.2S-X&25-X.6W(I4) 20I61 0601128M 6MI125M 6662411M CM116M, Q 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7 Ctr� 3.04-X.624-(15) 20162 6061117M OW1126M 660241M 668617M S'sE 2)SEE SHEETS S�20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degma(10) 6 WA I NIA NIA rLO"O'..,0 i 6605110M ......... 6665 -T I&A 45 Degme(20) 1 a- WA 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A']�:4 14.4 AA�14\1E IR,\K E. F r L P.E. 58705 TABLE E U-CH Mull Dlmenalon PGT Part Mullion Sid.Clip # Q eNn (sheat#} p p Angle CLIP ^j r+•125• 125• �I --I F-.125' �x It 2"X4"X.26"(16) 88602 680261M 666271M 6565112MF do O 71- 2"X6"X.25"(17) 88804 866282M 886272M 8885113M i STANDARD CLIP U-CLIP I 2XSANGLECLIP 111OU2.000' 063-TOALUM. 2.126" al6093-TBALUM. ! 9083-76 ALUM. NOTES: X-SECTION XSECTION 2.000' XSECTtON rd 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING i '125' ,126' .125• 8 i}m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L (0 .N d Lj 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE I--1 400'-••I O Imo-• HOLE LOCATIONS. 3)SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 1A96" - W 5.500" CUTHERETO 2.600' 3' ` � CREATE F-CLIP. 5.000" 375" W U) o- O .MIN. •t I_SEEDETAIL F. .375 MIN. m 2' m ~ MIN. r SHEETa MIN. '375" F C7 tC1 � _ 6 ----- --------------- -- -- s. - ; i y---------------------� Z W l m M � 8 � W 4,000" I I i i .'� J .-• d. .250' 3.438' E- --+ 3.438" rC 1----^---- h U r 2'X4'%.2S' ^IT- - --j- MULLION 1 3.430' I j Q C1 Z N o 6063-TSAWK I I t � t i f-• �Si �00 00 r X-SECTION I t I I I 375" - Z �- ------ ---i-^- -------� --- -- L-- ----------------� MIN. W O _ �- STANDARD CLIP (,} = Q 0 CENTER OF ANCHOR HOLE MUST LIE 6063-T9ALUM. U-CLIP,608378 ALUM. 2XS ANGLEALUM. 4 O O ,25q� /jE FOR 2'X 4`MULLION SHEE719 CENTER OF ANCHOR HOLE MUST LIE 6083-T8 ALUM. Z WITHIN THE DASHED BOUNDARY.SEE TOPMEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 70PVIEW m0 O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR D.C. ��x DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLEY y °-��§' DIAMETER:ANCHOR DIAMETER*1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 41A6'. SHEETS 5-20 FOR THE ANCHOR O.C. 6.600' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER.1/10. }••---2.000'--^� ,375' 3.6OW CREATE F-CLIP, 5A00"-376" SEE DETAIL F. MIN. _SEE MIN. .375" MIN. .375' �----------------- -------�- - I I I 1 t I I I ^RODUCT REVISED I w complying AtA If.Flo" I i I j I I Building Cod.)6-OaZ,i$.p3 Amptenm No t I I t I E pifati.Q.13m. goo) j j li I i 6y 8.000' -i---- --T--------f- 4A M' ¢ t 5.436• -----� Mian lmdecT. I I \.tit Itry1 5.438' I 5.436" 2'X8•X.26• I I C'''•. A MULLION j I ' ry =�P:•'•\\GENS` ��' J 8083.76 ALUM. :- %SECTION t i I t No.58705 _ _ L MIN. ��• STANDARD CLIP U•CLIP 2X6 ANGLE CLIP 6063-76ALUM. 6063-T6ALUM. 0063-TBALUM. /t5,(�}��1" TOP NEW USED FOR 2"X 6•MULLION.SHEET 17 TOPMEW I t I\ TOPVIEW A.Alii MVER,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 2-1W.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. - NOANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING ° y ----� RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT-SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C'�' �SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.76'X.376'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 458.3 PSF AND WOULD FENESTRATION OETAns, NOT BE SUITABLE FOR THIS APPLICATION. 8 PRODUCT'S SHEETS APPRovAt� 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF M-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE = LL 10 72. OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION T1 m LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 F- AIJT ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 065 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N IU) 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 _ W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J 2'3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 7 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 O NO ANCHORS IN IN SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: = ccr1 3z 3r 636 LBS ~ --I MULLWIDTH (60 PSF)X )=624.9 LBS (MAYBE USED TO QUALIFY 1/10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF. J Z QF •t FOR THE VERTICAL MULLION: Z ¢ o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105-AND THE OPENING WIDTH IS 36-+36'+1'-73.REFERENCING SHEET 25, a -,Z o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL cn j ID or• EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.56.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. w EL FROMTABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 4/-15.1 PSF S MULL WIDTH--1�- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/.643 PSF WHICH EXCEEDS THE REOUIREMENTS d O) m SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 s.0 DETAILS, m� 32' SEE SHEETS BECAUSE IT IS NOKNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OP THE MULLED UNIT,THE ADJUSTED OPENING FENESTRATIONW WIDTH IS 36'+36'+T=74',NOT 73"AS PREVIOUSLY PRODUCTS 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL �- THE73-DIMENSION(35-112'+35-1/2'+2"=737. r 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED vERnrwL1 L I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CWP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLI0F1 _ - USING THE STANDARD CLIP WITH(8)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH '--SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6 DETAILS, DETAIL E, FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2.3 SHEET3 HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. HORIz. PRODUCTREVISDD MULLION 72' a3 ildiag lldewf� FI17f1� 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=108.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULARLOADING MAYBE Cod USED.FROM TABLE 12A,SHEET 16,THE 2'X 4"X 250'MULLION(Q LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Ampll-ce l'b iro-o218.03 . REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pim iw Dale ?A2I SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE CMU JAMBS ARE B' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miam Dnde pto&.1 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 111 1 I 1 1 I ANCHOR CAPACITY OF 521 LBS. \"'Ute( LYNN Hyl/� /i/�� ! i I 3a',HORIL 31',HORIz. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-0LIP SHOWS THE ANCHOR �S� \,\GEIJSE•'•.F� (MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE _ II--OPENING WIDTH FOR VER"' MULL ANCHOR TYPE IS A#12 STEEL SCREW. 146.50705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; 1 :•<'4 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ;'r1 f +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). ()'•, S'A E O• .�J THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��•''•.FC 0Tt1OH••' 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 MIllllt`,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 , Y EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: MIR 1a I PW PW PW 1 LL SHIDH SHIDH SHIDH SHIDH I PW PW Z N rcm N 4 4r 4 L' / � .. N / / w o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 / M SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS `�tJ� / ,( HINGED F- ( J J� DOOR j 1 SGD Z W 1 1 LOADING OF VERTICAL MULLION � PW 1 LOADING OF HORIZONTAL MULLION ITAL MULLION J _ 1 Q i LOADING OF HORZON PW Z m O N _ ry9 PW u o N— I PW PW coa ti - R PW - Lij 0 Y 4 SHIDH SHIDH d tJ Z 0 1�0s0 SHIDH �—$ €Of m0' 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 / / 1PW PW HR I _.___ — 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I I P HINGED I NOTES: ;-RmuCT REVISED DOOR PW PW - aacomplyinaailh9.FimWa - -— I 1)DRAWINGS ARE Bdldi.B Code I RERESENTATIONS OF TYPICAL AcmrAancc No O PW CONFIGURATIONS. 1 CONFIGURATIONS NOT SHOWN t PW By MAY BE EXTRAPOLATED FROM Mim Pmducl THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT �� .( kyr I _ BE DETERMINED,USE t>,P........ • �C�• �� PW PW �LGEIJSN RECTANGULAR LOADING. ��,.• PW - I 3 SEE PRODUCTS'APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ///j _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I G] "U'.•v`' t 6:• PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / -fl•, �ST,\7L'Of LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN R, E. MULLION MULLION FL P.E. W05