The URL can be used to link to this page

Home My WebLink AboutProduct Approval Page 1 of 4 a F1--1 of 1 4 Find i Next: T; NFRC Report r Sales Order# 133420 C, E PO Number: Beers Job Name: Beers www.pgtindustdes.com Job Address: Line# Item Description ;Quantity Location _ ........... ..... ... ...._.... ....._. . .. ...... ._ . ........ 0001 SH5500 VINYL SINGLE HUNG 5500 Ordered 1 (1.00) 151.75X37.25X.,STD,5/8"FL,BAN,EQUAL,7/8 LIG,CL,ARG,SB #1.00 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT [ HNDL,.,.x. ........ _.. _. ...._ Certification Type:MIAMI NOA Selection.15-0519.05 Package Selection:ENERGY Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:51314 Height:371/4 Actual Size:51 3/4 X 37 1/4 Rough Masonry:53 1/2 X 38 1/4 b ; P Wood Frame:52 X 37 112 Egress:47 1/2 X 13 1l1(4.608 SQFT) Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Interlayer Type:PV8090 Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:C.SH5500 Vent Latch:N Comfort Lift:Y WOCD:N Lock Type:Snap Lock 1 Decralite:N PositiveDesignPressure:50.0000 j NegativeDesignPressure:50.0000 PANumber:FL-239 EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2800SolarHeatGainCoeff:0.2100 VT:0.4800 VTCOG:0.6300 ..............................................._......................................._................_..::......................................................................................_...__........................................................_.........................................................__.................................... ..... ................._._........... .0002 SGD470 VINYL SLIDING GLASS DOOR 470 Ordered: 2 (2.00) 1106.25X79.,BYPASS,3P2T,OXO,STD,3.5,B/W,TIG,CLEAR,ARGSB 11.00 I70XL,NONE,STD,1816K,ALL,SUPERSPACER,.,.x. ? .. .................. ..... ........ .. ..... ....._.. ... ................ ..... i Send Unit:COMPLETE Certification Type.MIAMI NOA Selection:15-0409.04 Package Selection:NONE Door Configuration:BYPASS Pnl/Trk:3 Panel/2 Track Panel Configuration:OXO Panel Stack:STD agr Size Selection:CUSTOM Width:106.2500 Height:79.0000 Actual Size:106 1/4 X 79 Calc Track Length:106.2500 Frame Color:Bronze Extedor/White Interior Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO Glass Family:Insulating Argon Gas:ARGON I Glass:1"IG(3/16 TMP-11/16 ARG-3/16 TMP) Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Panel Type:STANDARD Screen Rail Qty:1-STD Screen Mesh Type:1816 Charcoal Panel Opr Rlr:Stainless Steel Tandem i Panel Fxd Rlr:Stainless Steel Tandem Handle Type:RAISED/RECESS Handle Color:KW Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:C.SGD470 Decralite:N CAR#:15-0409.04 PositiveDesignPressure:60.0000 NegativeDesignPressure:92.9000 PANumber:FL-251 EnergyStar:DOOR1234 Condensation Resistance:62.0000 UF:0.2700 SolarHeatGainCoeff:0.1900 VT:0.4400 VTCOG:0.6300 ...._......_.__..._.._................................._._.._...._...._................................................_..._..._....................................................._................................r_........................................,....._............_....................._............,....._.............._._....__......_....................................... 0003 SGD470 VINYL SLIDING GLASS DOOR 470 (Ordered: 3 (3.00) t 106.25X79.,BYPASS,3P2T,OXO,STD,3.5,B/W,TIG,CLEAR,ARG,S! 1.00 1 70XL,NONE,STD,1816K,ALL,SUPERSPACER x _Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-0409.04 Package Selection:NONE Door Configuration:BYPASS Pnllfrk:3 Panel/2 Track Panel Configuration:OXO Panel Stack:STD Size Selection:CUSTOM Width:106.2500 Height:79.0000 Actual Size:106 1/4 X 79 i Calc Track Length:106.2500 Frame Color:Bronze Extedor/White Interior I http://ww2.exoquote.com/exoquote2/Reporting/(S(31 m2izijmoxiyzonkn2fdfxw))/ExoRepo... 3/17/2016 Page 2 of 4 Sill Riser Height:3.5000 i Does unit need to meet Turtle Code:NO raNwh Glass Family:Insulating Argon Gas:ARGON Glass:1"IG(3/16 TMP-11/16 ARG-3/16 TMP) Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS 1 Grid Type:NO Grid Screen Panel Type:STANDARD Screen Rail Qty:1-STD ! Screen Mesh Type:1816 Charcoal Panel Opr Rlr.Stainless Steel Tandem Panel Fxd Rlr.Stainless Steel Tandem Handle Type:RAISED/RECESS Handle Color:KW Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:C.SGD470 ( Decralite:N i CARM 15-0409.04 PositiveDesignPressure:60.0000 NegativeDesignPressure:92.9000 PANumber:FL-251 ! EnergyStar:DOOR1234 CondensationResistance:62.0000 ! UF:0.2700 SolarHeatGainCoeff:0.1900 VT:0.4400 VTCOG:0.6300 ..._._ _ __ __.._........__..,. ._. _............ 1 ........ _.........__ -..... . .. ......_..__ _. .__...._.......... ................._......#_._..._. _. . _.. .............................. . ...... ...._.........._. .. _. .......... .......... ......._ 0004 SGD470 VINYL SLIDING GLASS DOOR 470 Ordered: 4 (4.00) €142.25X79.,BYPASS,4P2T,OXXO,STD,3.5,B/W,TIG,CLEAR,ARG,S 11.00 l B 70XL NONE STD 1816K ALL SUPERSPACER x ............ .. ............... . ............._...,._.................. ................................... ........................._.... ...... .............................. ......................... .................. ... ......... ...........___ Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-0409.04 Package Selection:NONE Door Configuration:BYPASS PnllTrk:4 Panel/2 Track f 'Panel Configuration:OXXO Panel Stack:STD Size Selection:CUSTOM Width:142.2500 Height:79.0000 Actual Size:142 1/4 X 79 - - Calc Track Length:142.2500 Frame Color:Bronze Exterior/White Interior i Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO -• Glass Family:Insulating Argon Gas:ARGON Glass:1"IG(3/16 TMP-11/16 ARG-3/16 TMP) Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Panel Type:STANDARD Screen Rail Qty:1-STD Screen Mesh Type:1816 Charcoal Panel Opr Rlr:Stainless Steel Tandem Panel Fxd Rlr.Stainless Steel Tandem Handle Type:RAISED/RECESS Handle Color:KW Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:C.SGD470 Decralite:N CAR#:15-0409.04 PositiveDesignPressure:60.0000 NegativeDesignPressure:92.9000 PANumber:FL-251 EnergyStar:DOOR1234 CondensationResistance:62.0000 1 UF:0.2700 SolarHeatGainCoeff:0.1900 (VT:0.4400 VTCOG:0.6300 0005 1 SGD470 VINYL SLIDING GLASS DOOR 470 _Ordered :(5.00) 1142.25X79.,BYPASS,4P2T,OXXO,STD,3.5,B/W,TIG,CLEAR,ARG,S j1.00 i B 70XL,NONE,STD,1816K,ALL,SUPERSPACER,.,.x. i Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-0409.04 Package Selection:NONE Door Configuration:BYPASS Pnl/Trk:4 Panel/2 Track " 1 Panel Configuration:OXXO Panel Stack:STD Size Selection:CUSTOM Width:142.2500 Hei ht:79.0000 Actual Size:142 1/4 X 79 A 9 Calc Track Length:142.2500 Frame Color:Bronze Exterior/White Interior Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO Glass Family:Insulating Argon Gas:ARGON p Glass:1"IG(3/16 TMP-11/16 ARG-3/16 TMP) Glass Color:CLEAR 1 Low E:ENERGY SHIELD MAX Privacy Glass:NONE }Glass Spacer Type:SS Grid Type:NO Grid Screen Panel Type:STANDARD Screen Rail Qty:1-STD Screen Mesh Type:1816 Charcoal Panel Opr Rlr:Stainless Steel Tandem Panel Fxd Rlr.Stainless Steel Tandem Handle Type:RAISED/RECESS f Handle Color:KW Secondary Lock Type:NONE I Key Lock:N Keyed Alike:N Anchor Group:C.SGD470 Decralite:N I CAR#:15-0409.04 PositiveDesignPressure:60.0000 NegativeDesignPressure:92.9000 PANumber:FL-251 EnergyStar:DOOR1234 CondensationResistance:62.0000 UF:0.2700 SolarHeatGainCoeff:0.1900 VT:0.4400 VTCOG:0.6300 0006 1 SH5500 VINYL SINGLE HUNG 5500 'Ordered: 6 i(6.00) ;35.75X60.25X.,STD,5/8"FL,B/W,EQUAL,7/8 LIG,CL,ARG,SB 1.00 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT HNDL,.,.x. _..... a _------ Certification Type:MIAMI NOA Selection 15-0519.05 ' Package Selection:ENERGY Frame Type:.625FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL a, q Width:35 3/4cr Height:60 1/4 Actual Size:35 3/4 X 60 1/4 Rough Masonry:37 1/2 X 61 1/4 yjy 1 Wood Frame:36 X 60 1/2 Egress:31 1/2 X 25 1/2(5.571 SQFT) Frame Color.Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO - Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN t http://ww2.exoquote.com/exoquote2/Reporting/(S(31 m2izijmoxiyzonkn2fdfxw))/ExoRepo... 3/17/2016 Page 3 of 4 Interlayer Type:PVB090 Argon Gas:ARGON j Glass Color.CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid £ Screen Type:1816 Charcoal { Screen Frame Type:ROLLFORM : Anchor Group:C.SH5500 Vent Latch:N Comfort Lift:Y WOCD:N Lock Type:Snap Lock Decralite:NPositiveDesignPressure:50.0000 € NegativeDesignPressure:50.0000 f PANumber:FL-239 I EnergyStar:123.0000 CondensationResistance:60.0000 UF:0.2800 SolarHeatGainCoeff:0.2100 VT:0.48000 VTC 0.6300 ........._.... ..:................. ......... .... ........................_--------- . -_._.--_... ..................._... _....._-..._... ....._ _ 0007 i SH5500 VINYL SINGLE HUNG 5500 Ordered 7 (7.00) ;35.75X60.25X.,STD,5/8"FL,B/W,EQUAL,7/8 LIG,CL,ARG,SB 1.00 70XL,NO GRID,AUT0,1816K,SUPERSPACER,CMFRT LFT HNDL,.,.x. _._._ ... - -- .........,....._. . . _ ....... ......... .......---_. .............._ -_ ........................... .. ..._._._ Certification Type:MIAMI NOA Selection:15-0519.05 3 Package Selection:ENERGY Frame Type:.625FLANGE i Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL jWidth:35 314 Height:60 114 M Actual Size:35 3/4 X 60 1/4 Rough Masonry:37 1/2 X 61 1/4 Wood Frame:36 X 60 1/2 Egress:31 1/2 X 25 1/2(5.571 SQFT) Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO I Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Interlayer Type:PVB090 T Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS i Grid Type:NO Grid Screen Type:1816 Charcoal i Screen Frame Type:ROLLFORM Anchor Group:C.SH5500 Vent Latch:N Comfort Lift:Y WOCD:N Lock Type:Snap Lock Decralite:N PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber:FL-239 jEnergyStar:123.0000 CondensationResistance:60.0000 t UF:0.2800 SolarHeatGainCoeff:0.2100 VT 0 4800 VTCOG:0.6300 0008 i SGD570 VINYL SLIDING GLASS DOOR 570 €Ordered 9 - � (8.00) 107.5X79.5,BYPASS,3P2T,OXO,REV,3.5,8/W,11/16 ;1.00 TLIG,CLEAR,ARG,SB 70XL,NONE,STD,1816K,ALL,SUPERSPACER,.,.x. a i _._.....__._._..___. ..._....___.._..__. .i. ..._.__..__,_.._.__._...__..._....___. ..........______........__..__..._.......___. i Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-0409.02 Package Selection:NONE Door Configuration:BYPASS Pnllfrk:3 Panel/2 Track E ry. y Panel Configuration:OXO Panel Stack:REV Size Selection:CUSTOM Width:107.5000 Height:79.5000 Actual Size:107 1/2 X 79 1/2 Calc Track Length:107.5000 Frame Color:Bronze ExteriorNVhite Interior Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO i• Glass Family:Laminated Insulating - I nterlayer Type:PVB090 1 Argon Gas:ARGON Glass:1 1/16"LIG(7/16 HS/AN PVB-ARG-3/16 Glass Color:CLEAR Low E:ENERGY SHIELD MAX 1 Privacy Glass:NONE Glass Spacer Type:SS 1 Grid Type:NO Grid Screen Panel Type:STANDARD Screen Rail Qty:1-STD Screen Mesh Type:1816 Charcoal Panel Opr Rlr:Stainless Steel Tandem Panel Fxd Rlr.Stainless Steel Tandem Handle Type:RAISED/RECESS Handle Color.KW Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:C.SGD570 ! Decralite:N CARM 15-0409.02 PositiveDesignPressure:60.0000 NegativeDesignPressure:60.0000 PANumber:FL-251 EnergyStar:DOOR34 I CondensationResistance:62.0000 UF:0.2600 1 SolarHeatGainCoeff:0.2500 VT:0.4300 I VTCOG:0.6200 ............_._............_._. ......... ... ... . ....... .................................. ._.._. ..... _.. _.. ... _..._.__....... _.._. .__ . 0009 SGD570 VINYL SLIDING GLASS DOOR 570 i Ordered: 10 (9.00) 171.X79.5,BYPASS,2P2T,X0,STD,3.5,B/W,11/16 11.00 i TLIG,CLEAR,ARG,SB 170XL,NONE,STD,1816K,ALL,SUPERSPACER,.,.x. .........................._.................._..............._..__....._..._.__..._..___...._.._..___-._...-................._.._..................................-...................... _....__.__E._....._.........................................._...........__..................._.................................-........................_.................................... 1 Send Unit:COMPLETE Certification Type:MIAMI ¢ NOA Selection:15-0409.02 Package Selection:NONE Door Configuration:BYPASS PnI/Trk:2 Panel/2 Track �. Panel Configuration:XO Panel Stack:STD Size Selection:CUSTOM Width:71.0000 Height:79.5000 Actual Size:71 X 79 1/2 Calc Track Length:71.0000 Frame Color:Bronze Exterior/White Interior Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:1 1/16"LIG(7/16 HS/AN PVB-ARG-3116 Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS http://ww2.exoquote.com/exoquote2/Reporting/(S(31 m2izijmoxiyzonkn2fdfxw))/ExoRepo... 3/17/2016 Page 4 of 4 Grid Type:NO Grid Screen Panel Type:STANDARD Screen Rail Qty:1-STD ` Screen Mesh Type:1 B16 Charcoal Panel Opr Rlr.Stainless Steel Tandem Panel Fxd Rlr:Stainless Steel Tandem Handle Type:RAISED/RECESS ? Handle Color:Kw i Secondary Lock Type:NONE ` Key Lock:N Keyed Alike:N Anchor Group:C.SGD570 Decralite:N CARM 15-0409.02 PositiveDesignPressure:60.0000 NegativeDesignPressure:60.0000 PANumber:FL-251 EnergyStar:D00R34 CondensationResistance:62.0000 I UF:0.2600 SolarHeatGainCoeff:0.2500 T VT:0.4300 I VTCOG:0.6200 s.......................r_...._.. .................__.._...... _.._..__....._......._.............. ........_...................__....__......_.................._..__.......___.......__.._........_......-.._.........._.........._....__.._..._...................................................-....................................................._._.........__...........__ ?0010 f SGD570_. VINYL SLIDING GLASS DOOR 570 (Ordered: 11 :(10.00) 71.X79.5,BYPASS,2P2T,0X,REV,3.5,B/W,11/16 11.00 i TLIG,CLEAR,ARG,SB 1 70XL,NONE,STD,1816K,ALL,SUPERSPACER,.,.x. _....... ,.._.:.............:.._..............._._...__..............r....-............................._._.._......__....................._.............__._................,....................-......,_...._..............._.............._;_.,....._,.-........... ................................... _._.._.._......,._.........................._..._. 1 Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-0409.02 Package Selection:NONE E� }Door Configuration:BYPASS Pnl[Trk:2 Panel 12 Track !Panel Configuration:OX Panel Stack:REV Size Selection:CUSTOM Width:71.0000 Height:79.5000 Actual Size:71 X 79 1/2 W; - I Calc Track Length:71.0000 Frame Color:Bronze Exterior/White Interior - Sill Riser Height:3.5000 Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:1 1/16"LIG(7/16 HS/AN PVB-ARG-3/16 Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Grid Type:NO Grid Screen Panel Type:STANDARD 1 Screen Rail Qty:1-STD Screen Mesh Type:1816 Charcoal Panel Opr Rlr:Stainless Steel Tandem Panel Fxd Rlr.Stainless Steel Tandem € Handle Type:RAISED/RECESS i Handle Color:KW Secondary Lock Type:NONE Key Lock:N I Keyed Alike:N Anchor Group:C.SGD570 i Decralite:N CARM 15-0409.02 PositiveDesignPressure:60.0000 NegativeDesignPressure:60.0000 PANumber:FL-251 EnergyStar:D00R34 I CondensationResistance:62.0000 UF:0.2600 SolarHeatGainCoeff:0.2500 VT:0.4300 VTCOG:0.6200 ........ .............. _ ....,....... -..._._ _ .-..._. _..... - ._................. ........ .. - ._......_ ... PO Number: Print Date 3/17/2016 Page 1 of 1 http://ww2.exoquote.com/exoquote2/Reporting/(S(31 m2izijmoxiyzonkn2fdfxw))/ExoRepo... 3/17/2016 Florida Building Code Online Page 1 of 3 Flodda0epartmentq BCIS Home Log In i User Registration Hot Topics ( Submit Surcharge ( Stats&Facts i Publications i FBC Staff BCIS Site Map Links t Search Busines "� Pr%ssi nal Product Approval USER:Public User Reguladon ROMProduct Aooroval Menu>Product or Application Search>Application List>Application Detail 3 'g+ FL# FL11968-R3 Application Type n Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer sA Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bennardo, P.E. !4 Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inparielsCI_I2df Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 3/17/2016 Florida Building Code Online Page 2 of 3 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 042.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4, 6,7,8, FL11968 R3 AE EASTERN METAL SUPPLY 8A,9 and 11.See sheet 10 of installation drawing number INC. P.E.R. DRWG.I5-042.odf 08-145 for other spans and pressures. Created by Independent Third Party: Yes 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044.pd Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max. span is 12'-11"for+30, -30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. header.See sheet 5 of installation drawing for other spans IS-044.)d and pressures. Created by Independent Third Party:Yes 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 15-043 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile.Max. span is 9'-8"for+30, -40 p.s.f. Evaluation Reports and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY header.See sheet 4 of installation drawing number 08-142 INC P.E.R. DRWG 15-043.1)df for othe s and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by -Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.)d Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other: Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. FL11968 R3 AE EASTERN METAL SUPPLY See sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.15•-046.Ddf pressures. Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 3/17/2016 GENERAL NOTES: 7, STORM PANEL SHOWN ON THIS PRODUCT EVALUA77ON DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI7H THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE (8) 70 EXISTING CONCRETE BLOCK WALL ASTM C-90 THIS STORM PANEL SYSTEM SHALL AL BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(M/AMl-DARE/BROWARD COUNTY). -1/4"C TAPCON ANCHORS MANUFACTURED BY T.T-W. BUILDEY. -1/4'0 X 7/8' CALX-IN ANCHORS OR ELCO MALE&FEMALE PANELMATE'MANUFACTURED BY POWER FASTENERS INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CON57RUCRON PRODUCTS, RESPECTIVELY. FOR A WIND SPEED AS REQUIRED BY THE JURISDIC77ON WHERE THESE SHUTTERS WILL BE INSTALLED AND -1/4'0 X 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. FOR A DIRECADNAUIY FACTOR Kd=am8 USING.ASCE 7-!O FOR INSTALLATIONS UNDER 2014 IBC AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RA77NCS INDICATED ON SHEETS 4&5. NOTES. IN ORDER TO VERIFY 7HE ABOVE CONDHIIN, UL7LUATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.7)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE 6LOCK UNIT SHALL BE SHALL Be FIRST REDUCED TO ASD. DESIGN WAD LOADS SY MULTIPLYING THEM BY 0.6 IN ORDER TO 1 1/4' TO COMPARE THESE W/MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4&5. 8.2) 7/8'CALK-IN ANCHORS AND 3/4'SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT.ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED, STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SEC77ON 1609.L2 OF 1/4"0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO DUST, 771E ABOVE MENTIONED CODE AS PER ALL REPORT #013001-01 AND 10703.01-07,PER S57D 12-99&ASTM E 330-02, AND i'MINIMUM FOR WALLS WITH NO STUCCO. STANDARD 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WAIL,ANCHORS SHU.L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 2- CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF?TIE FOLLOWING POLYCARBONATE SOURCES WITH THEIR BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8,t)&B.2)ABOVE. CORRESPONDING MODEL NUMBER' (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 771E ANCHOR'S GENERAL ELECTRIC PLAS77CS tom 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-6 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLA17ON DETAILS SHOWN ON SECTIONS 1 THRO 5, SHEET 3 BAYER MATERIAL/SCIENCE LLC. MAKROLON 41804 OF 5, 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYGARBOl4ATES ARE AS FOLLOWS: 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO T1PAC4L. PROPERTIES APPtICA$LE STANDARD REFERENCE' RESULT 8E ATTACHED TO INSURE PROPER ANCHORAGE PHYSICAL 70. SHUTTER MANUFACTURER'S LABEL S7WLL BE LOCATED ON A READILY VISIBLE LOC477ON AT STORM PANEL SHUTTER IN SPECIFIC GRAVITY ASTM D792 1.20 G/CC ACCORDANCE WI7H SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL 5114LL BE PLACID FDR EVERY OPENING. MECHANICAL- LABELING TO COMPLY WITH SECTION 1710 6.2 OF THE FLORIDA BUILDING CODE TENSILE YIELD STRENGTH ASTM 0638 8,700 p.s.L 11. THE INSTALLA77ON CONTRACTOR 1S 10 SEAVC.4ULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT FLEXURAL 5TRFNCTH AT YIELD ASTM D790 12,500 P.s.b WITH THE BUILDING TO PREVENT WIND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASTM D790 340,000 p.s.L 12. STORM PANEL INSTALLA77ON SHAG_COMPLY WITH SPECS INDICATED/N THIS DRAWING PLUS ANY BUILDING AND ZONING INPACT' REGULA77ONS PROVIDED BY THE JUR/SD/C770N WHERE PERMIT 15 APPLIED TO. NOTCHED IZOD ASTM D256 18 FT-lbfin 13. (A) THIS PED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOR94WN FOR A 51TE SPECIFIC FIRE BURNING CHARACTEMSTTCS• PROJECT,•LE. WHERE THE SITE CONDINONS DEVM7E FROM THE P.E.D. SMOKE DENSITY ASTM D2843 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM D635 C-1 CLASS(MAX) PRODUCT; BASED DN THIS P.E.L.PROVIDED HE/SHE DOES NOT DEM71F FROM THE CONDITIONS DETAILED ON THIS SELF IGNITION ASTM D1929 650 "F DOCUMENT. CONSTRUCTION SAFETY AT SITE!S THE CONTRACTORS RESPONSIBILITY. (C) THIS P.E.D. WILL 8E CONSIDERED INVALID IF ALTERED BY ANY MEANS, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER. (0)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PED. ENGINEER, SHALL SUBMIT TO THIS 50018 W/50 K57 YIELD STRENGTH AND 90 AS/TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, SEC770H 2411.3.3.4. (£) THIS P.E.D. SHALL BEAR 771E DATE AND ORIGTNAt SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5. BOLTS TO BE ASTM A 307, GALVANIZED OR AI51 304 SERIES STAINLESS STEEL, WITH 36 KS1 MIN. YIELD STRENGTH. THAT PREPARED IT. 6 ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPUCA77ONS. (A) TO EXISNNG POURED CONCRETE*MIN. F'C-3 KSI -1/4'0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX THIS DRAWING SHALL ONLY BE USED TO C -1/4'0 X 7/8' 4LK-1N ANCHORS OR£LC0 MALE&FEMALE'pmaMATE'MANUFACTURED BY POWERS FASTENERS, INC THIS PERMITS IN THE STATE OF FLORIDA AND ELCO CONSMUC77ON PRODUCTS RESPECTIVELY. 4ig4IJL7p/r1 -1/4'0 X 314'ALL POINTS SOUD-SET ANCHORS AS D/STRIBU7ED 8Y ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 41i1q\l •-t';LL( ILt� NOTES: x✓R FLORIDA BUILDING GODS (Nan Hi h Velocity Hurricane Zone) 'Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'AND FOR ELCO PANELMATE5 IS 1 3/4°�`•Ct �G� `�F g �� 020rs IXT&W.W- CLEAR BERTHA STORM PANEL axawN 0r A2) 7/8'04LK-1N ANCHORS AND 314'SOLID SET ANCHORS SHALL 8E ENTIRELY EMBEDDED INTO THE POURED CONCRETE'•' ' t' 16� -�c�. r.&L NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. NQ``4 y ,;.F (2.25'DEEP) 114'0-20 SCREWS USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS T,.■��l�_� EASTERN THETi4t SUPPLY INC 03124115 WITH NO STUCCO. �` �,� I E G O 1 N C, .2se wEsr,rma0s,DRIVE A3)1N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE£(/STING WALL OR FLOOR r+.o•• ^`+ rntrr rEsrmO R cxcrHE>=amc coarrwY wE42 pater g Rad FLRff T5-046 ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS rry `+';;�+'•'�l�"f a`� TUJff ES rr.. &ENGINEERING awns n COMPANY• l •;- Ana.:fxuOvr-rvo.rar:LsroMAr-rvr ORAwINC No lN7XCAT£f1 ON NOTES A.J)&A2)A80Y£ �r��IlrrFLpq Uc06dlfai t5.120" 9.120' ---CONCRETE A4MRs(SEP SCHEGOGEJ�+f' aw xn 12.000' �-� �------6.000"--------� 1500, 4.500" .t.50D' 4500` 1500" 1.50 0" 4.500' 1.500" -�- -j• e.�A lneur a.>v �,—._. _.—� � 4 AS Aa�Ra�r<,P.r 71 IBM " i . 312.125 2.125 3.875-- r 1 CLEAR PANEL (q HALF CLEAR PANEL A A 27.120' 24.000" -----•� 1.500" 4.500' 1.500" .500' 7.501?`�4.5D0"�t.500' . a As AF/iJCA&E nw II N STORM PANEL TYPICAL ELEVAT/ON _ J001*10R TOLERANCE 2.125 A875* .125'- .875 125'---J--•—•3875'— 2125"-J rs.. DOUBLE WIDE CLEAR PANEL r H .J7i' °! O + ry ! .188' !q .18E" ".tso .091`• r_._ .574' o of fl . 825" tr JO�A. m u"�.. 7-- a � 1/,•i s s snro v.� y �—gyp � 1 orz'ac ryi .. --.T 1EfUttTE n SRO � � Po• °! ' _-! f L asJ� �M1e zc�' L aril' �J 00" ar.^-� 0' �i.9SU'—� •-T u � 1E75' Q 3" ANGLE BUILD OUB ® F" TRACK ANGLE8t? BRACKET "F' TRACK REVERSED. "F" ANGLE �6 MINI WALL 1.75"x0.632n DETAIL 1: snm n/w ctrr mm TRACK ANGLE WITH .125' 82.1 No 1 @M ^ l\ACA GC?MPONENTS T�LLfr,{l.� aelz« ENS '', p SCALE.' J18" _ 1 o srE _ E FLORIDA HVILDING CODE (Hoa High Velocity Hurricane Zone) ry OETAX'.1 •. w 4"167 a2015 mrlco. Na CLEAR 9ERTHA STORM PANEL OuwN sr 5.000" f ovnoNu F oea• _ \ = 225 DFEf 17AL — +c �'�. .vsr s y ,CZZ { , 0J/24/15 � EASTERN METAL SUPPLY, INC DATE L'l 2 7.5"(MAX)xJ/8" QQ KEY HOLE AT PANEL �9 KEY1HOLE WASHER% L�Lfl�U� .• nrzrr SIL EC�HGNCOAtPANY K426sSTPra�grAVARRJ 07 15-048 A�1GLE W/TH STUD e� ce Y: nn ...,�,s "...,�.1. N 11166 - Rffdc;4�1l iJ i'�t•+��444� we..f1w/87�tvG°000Tf91wJ"r_rul m,w om�ew o.rt o.w °mwra ORAW/MG No ${tlldfi{1111i`�4yt14 WAt7ER A gY,M Jr,PXaD-rt-G° a SNEE7 2 OF 5 FLOREIA Tic. 40187 6 Cont 7/0'x J/J2'w9 v CkK--fits OR a00 TWRON I !IW UfLDIX TAPLDNS, NUT 0 El2RY SND 0 PANQEWTE 0@ W/1 4 f-20 1P POWERS TAPCONS is- POWERS F.45'hN/NG'ALK-116 a SIXOM ID SIDEWALK BOLT OR OVB W/® POWERS GDq ETNG TJW/BU/LDEx TAH:ONS OR OR QCO TFX7R0N f'ANQMATE 70 ANCHORS W/!/f'd-2OTRU55XFAO 80LTs TD.O/ X PoWE 01 FASTENING GATXING)- D. (SEE SCHEDULE FOR SPACING). .B7J (SEE SCHIDUGE FOR SPACING). (SEE SCHEDULE FOR (SEE SCHEDULE FOR SPACING)- (SEE 1 SPACING). E 0. I POWIED 2 Cont t f' ( I' I .sop" REQUIRED, POUREp E D I CSE E a REQUIRED I ,� '� REQUIRED�. I POURED E a 1/4'0-20 x 3/4' I 4 CONCRFT£ BOLT5 W/7f8'x I I RE Uijt 3/J2'WING NL? I � 0 114-0-20 S. J' I`ACr 0 12`ac. I 3 S M.S. 2" I � SEPARAnON I 7/8 WHOJ� I SEPAR477M PANEL it NGRt 70 I lfac f'Mrh. _ M 12`a.c � AWDON p� (SEF SCIifDULE) (FAN SL'/ENGM TO I'Yin. PANQ fENGTfF 1/4"0-20 x I' '—"' E1.75nNc I (SEE SC4/E=0 S S EL S.W/ Ilmc CUSS 7/B'x 3/32` WING NUT ( / \ I PANEL ttT7CnT 7/0'x J/J2' ' 1 av J2"o.c. I POURED I .ONCREM � A� PouRED (sEE scNEDUT6•) WEA SWO 10 0 0 OR CON l3' OR CONCRE/E E D. 1/4'0-20 x 3/4' I l2'O.G I N I BLOCK WALL E D. I BLOCK WATT BOLTS W/7/B'x POUR REOU/NED REOttINID 3132'WING NUT _ OR LDCOPOUR £a ( I a 12'... t I 7 ont. 1 f.cno BLOCK WALL I fI3Y/BUROEX 7APCONS I . REQUIRED _ NaMALIES OR ELCO TEXT cIVN PANEIAW7E 09®W/1�9%-20 POWt71S'fASJEN/NG POURED C. SLDEWALK BOLT OR N�}B W1 Qf� T A60EXTRON ANQMA7E I 1.d70 I CDNCREIF DDp• (SEE SCHEDULE FOR-AGING J Cont. .W/I/46-207RUSSNFAD BD(T w (SEE SCHEDULE \ 2 Cont REQUIRED (.SCHED14F FOR SP FOR SPACING). E a _ BW/BUl[DIX TAPCONS OR -WALL !MOUNTING NSTALLAALMTNSA /(D )TOIPOWERS F FOR SPACING. SECTION 1 SECTION 2 BUILD OUT INSTALLATION G & f'LD7O OU IN ! T LLAT! SEC !J'ON 3 SECTION( 4 7RY/BUTLDIX IAP.Wr OR PoWSC 044-1 FOR C4CK-TNS REWRO CYINCREIE (SEE SCHEOtkE FOR SPACING). i�i REQLSREO Ob.t•5 I 114'0-20 x 1'S. M.S.W/ I [,Hm6UW-,-lk=mlrsl 7/0'x 3/32'WING UT®12'o.c 'I D£WALK BOLTS ARE 3/46x3 327HLCK N07E FOR GOM8ffL1ri0N OF SECDONS 1'M!NlMUM EAD MACHYtE SCREW W SEPARADON TO PLENGTH PER NOTES A2&B.2(SN£E7 I) WAL(IFLOOR/CEILING MOUNTING SEC77ONS M BE IX L`'G S'` (SrE SCHEDUL£j ARE f/2 Oxt/87NK7C CON8fNFA IN ANY WAY TO SUIT ANY INSTALLAT70N. EW LC114 6-20 s 1' S PER N07ES Al Ge B.2 CS, EE.7'1) S.W/ W NG Farr P I2`ae. I F.D. EDGE DISTANCE 4 5 4 ON LEc NA7E a"DSII LIT f4 `;,.....,..., ��'.•' FNSE POURED CONCRETE FLORIDA BUILDING CODE (Non Ntgh Velocity Nurlicone Zane) . REOUIRED--� r' I I I' INS TALLA TION 1 &,A _ .02015 Jaiecn,,Na CLEAR BERTHA STORM PANEL DNawN Dr nv/BurcDEx rAnCaNs OR I- SCALE. 318" = l v y. 2.25"DEEP_ FRt POWERS FASTENING CALK-INS (SEE SCHEDULE FOR SPACadG). E a N`. U4r a 4_r /` � tl3/DATEJ5 //J I L 1 E C A N G. EASTERN METAL SUPPLY, INC CEILING & FLOOR MOUNTING INSTALLAT/ON - _a 4,sR �s,Rows oRNE ti T !b r1LUr TESTNTo AENGLNEERIHG COMPANY WEST PAW BEACH.R J3407 15-046 SECTION 5 W1SVN �::rxx "'%J,. '. ; \'•"';�0' +"M1�w+EJos�k7r-rxW.r LamMlr-r-r DRAWING Ab O7ED. me W mao•nor oi+T+H/h c WAITER A n Pr J SHEET 3 of 5 FLORM U..I44107 x MAXIMUM ASD DESIGN PRESSURE RATING (p s f_) WITH CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft) AND POURED CONCRETE CORRESPONDING ANCHOR SPACING "S" Qn j SCHEDULE ALL REQUETELUBGOCK vAR/Es 2 OR O DR FOR INSTALLATIONS IN CONCRETE CONCRETE BLOCK ANS cur PANEL 1, WARD FRAME STRUCTURESN' CONCRETE ANCHORS �I ORO OR©ORO YNaYUY AS.0. Yu. �IENGM ANLWORS SPACINGS S' .)is ® I2'o.a POURED CONCRETE L(k)• SECTIONS 2 a 5SwwN CONCRETE BLOCK 3FESSVR£ .DAY ClW LOWq=ON a(60nOY) (/OP/6DITOY)s SECDON )) a® OR WALL REQUIRED. RATMC(P.a.L) STORM PANa sEcnDN r(BorroY) 2'x'4"x.125" 1 a 3105-H14 OR 1300- \ +28.0, -28.0 10'-0• 7- 12' 12• 6063-T6 ALLOY Cont Alum.ANGLE M^'• L y +28.0, -JO.O 9'-8• Y 12" 12" VAR'L 6 L 2- CASE A +30.0, -35.0 8'-11' 7- 12' 12- +35.0, -40.0 B'-4' 7• 12 12• �M�. 4"r 4'..072' OR POURED CONCRETE 6vG5-H14 Lo /4'I BOLT 6063-T6 ALLOY OR CONCRETE BLOCK 9 24'0.C. Cont.Al-ANGLE WALL REQUIRED. W .14CXNUr +40.0, -45.0 7'-11' 7' 1 2• / 2.500" O "'�" CASE B (Plan) +450. -50.0 7'-6' 7• 12- 12• CONCRETE ANCHORS 2.500 ' a .. 0 12' Win' +50.0, -55.0 7'-2- 7 +55.0. -60.0 6'-10' 7' 12• 12" 1.000 ALTERNATE LEG LOC477ON POURED CONCRETE OR CONCRETE BLOCK 2'x 2'x 0.55'TO WALL REQUIRED. +60.0, -65.0 6'-7• 7- 12 12- Z"r S-x.055'Cone •7.5x• Alum.ANGLE OR +65.0, -70.0 6'_3• 080'310.5-Hi54 SWEET0) 1 7- 12• 12• KETAL,tum,BENT PLATE +70.0,-75.0 5'-,, 7' 12• 12' X=ED.DISTANCE +75.0, -80.0 5-6' 7• 12" 12 ' CASE C (Plan) +65Q -90.0 4•-,1- 7- 12• 12• 1 ,® 2'x 3'x.093'J105 H-14 OR +90.0, -95.0 4'-8- 7- ,r 1r 6063-�ALIDY GonL Al...ANGLE CASE E (Plan) WlJN ANCHORS® I2'0.C. 1.000' SCALE.- 1/4'- 1' +95.01 -100.0 4'-5' 7- 12' 12' }I 21/4G4P 7.000• +100.0, -Io5.0 4'-2' 7' 12' 12 A +1050' -110.0 4•-0 7' 12• 12 POURED CONCRETE END CLOSURES DETAILS OR CONCRETE BLOCK +Min. PANEL LENGTH 15 3'-0' ,� WALL REQUIRED. SCALE.. 1/4" = 1" ANCHORS[fCE7J0 -MAXIMUM ANCHOR SPACINGS ARE VALID FOR ANCHORS AfiN AATCHOR 7 J 1/2'EDGE DISTANCE.FOR E.D.LESS THAN ME SPACING J I/2;REDUCE ANCHOR SPACING BY CASE D (Plan) MULDPLYING SPACING SHOWN ON SCHEDULE BY TAPCON/ THE D�FOR CAEXLLOVYING FIN ANCHORS 15ACTORS.(NOTE.2M1/2')- PAafEZb1ATES A21 \\\\%P�,`FOR rfl/S OPEM71ON TO BE POSlBLE.REDUCED %SPACING OBTAINED USING FACTOR LE.R DUCLL.NOT �X-IN < � •.✓T FLORIDA BUILDING CODE No Nigh Velocity Hurricane Zone) EBE LESS ACH ANCHOR TYPE AM SPACING NCHORSIINDIC4DD FOR L,C�JVV(C''v� 02016 WECO,INC CLEAR BERTHA STORM PANEL DRAWN eri N0. 4416 2.25'DEEP) F.RL FACTOR 7 0.3/24/15 AcruAc E D. rAPCON/ rr EASTERN METAL SUPPLY, /NC 0A7E PANEZMATES nvx-IN :.-J7. w ' FCO 1 N C. �� y 4268 A6r ROADS DRIVE J. .B6 .75 d1:( •w� nq,TE871NG Q ENGINEERING COMPANY M7 PAW BEACH,R JJW7 15-0.16 l"ralaSr. » M uvgl4 R Ar% DRAWING No 2 1/2• .71 .50 IA.,L1VpT .. y,�4 lma.:nnS,�fR U-00.r:(4nsMrr-rvr a�eu un n w t®xM 2 sa - 7jrAatla�ao�111�rarG \ye WALTER 14416RE 7 ~ ac rr-ao Wa a SNELT 4 DF 5 1/410-20 ELCO male/fem4le 4'r 8•(Min.)IX/57/NG -WOOD HFAOD7 WOOD HEADER PANELMA7E O 6'4.c W/ WOOD HEIOFF WOOD BFMf REQUIRED. REQUIRED. REOUIRER 7 7/8'Min.PENEIRATTON Oft REQUIRID. STRUCTURAL AOfOUACY 114 S.S.HIX WASHER I/4b-20 ELCO mala/hmo7e F fXISTJNC W°DD BEAM HEAD WOOD SCREWS W/ PAMEMAIE O 6'O.c W1 ro IS CERBENG 8Y 1 40-20 ELCO mo/ee/femaM PANaMATE 1 12'Min.PINEIRATION O 6'o.c 1 7/8"Min.PENETRAOON OR REGISTERED ENGINEER i / / OR ARCHIIECT PRIOR O 72"^.c W/7 7/e"Min.PENETRATION. 114 H£AOSWOOD SCREWS W/ 11i x 7 3/4'SS HEX WASHER 6 Cant. E S HEX WASHER TO SHU77ER WSTALLARON. 1 1/2"Min.PENEM477ON O 6"^.c. HEAD WOOD SCREWS W/I 1/Z'Mm. .aTs PENEM477ON O 6"o.e. I I �roa• 7/8'x 3/32"WNG 2.000 2.000 UrO EVERY STUD O 2.000 Mn. I M;. I 12"o.C.STAGGERED >; ro PANEuuTE I` 4 OR 5 � 714-0-20 x J/4" I 114-0-20 x I'-/ I T BOLTS W/7/e"x I BOLTS W/7/6'x J/J2'WING NUT I J/32"WING NUT 1'Mi. I'Mn. O 12"a.e. I O 12"a.c SEPARABON I SEPARATION I 7O NG I PANEL LEWIN TO NC GLASS GLASSI 1'v- (SEE NOTES BELOW) I SEPAR4770M I TO LJ05HNG 0lAS? t'Nin. PANEL LENGTH WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION SE � (SEE N07ES BELOW) ALTERNATIVE 2 ALTERNATIVE 4 GLASS � I @ I7 ,® I"M,•n. I 1:,ry I SIPAR477ON 11410-20 x 1' I 10 G 11410-20 x 3/4" S.S.N.S.W/ I BOLTS W/718"x O 718 x 3/32 114 0-20 x 314" 1/32'WING NUT wNc NOT I BOLTS W1 7/8•x I O 12'^.a. WOOD PLATE 114 0-20 ELCO male/female PANELMATE O 12'a. I 3/32"WING NUT I 2'x 6'WOOD OUIRED, O 12"ac,W1 1 718"Min.PENE7RAT70N I ,® O 12"o.c. I -I •® (NO FINISHALLOWED) OContS AT M101+7011l OF PLATE E Ep I 2- 4 3 Cont LATEOD O 114-0-20 ELCO male/lam^le TE \ PANELMAIE O 6'o.c W/ O ID• 1 7/8"M'n.PENEIR WN OR 114-0-20 ELCO mate/femo/e J474 x 1 3/4'S.S.HD(WASHER 414 5.5.NIX WASHER PANELtN7E 0 6'o.c W1 HE40 WOOD SCREWS W/7 I/2'Min. HEAD WOOD SCREWS W/ 1 7/8"Min.PENEIITA7ION OR PDyETRATION O 6"o.e. 1 7/2"Min.PENE7R4710N O 6'o.e. 114 S.S.HEX WASHER WALL MOUNTING (D. M.1 ®"'0 70TH OF PLATE HEAD WOOD SCREWS W1 1 1/2'Dt PENETTA710M O 6"o.c. O M7OW/OTH OF PLATE. CEILING do FLOOR MOUNTING INSTALLATION ALTERNATIVE 1 ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 NOTE FDR COMBINATION OF SECTION: WALL MOUNTING SEC770AFS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY TO SU?ANY INSTALLATION. 'wwwaP�jA p".114 N07ES: j+• '•.•�•�.� FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE ti V F OZO15 OLTECO,ING CLEAR BERTHA STORM PANEL DPAWN BY' RAPNG AND PANELS :. N0. 44161 2.25-DEEP FR.L LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5. ='-�% 03124115 , 2. FOR W000 FRAME CONSTRUCRON:WOOD MEMBERS TO BE „ :, I L E C O i N c. EASTERN METAL SUPPLY, INC DATE SOUTHERN PINE No. 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL ?,• ., f �% 4268 WEST Ra4VS OW r ' ;r,LSAn, �I••{,l,��6a TILL?TESTING B ENGINEERING COMPANY WEST PALM BFi1CH,FL M07 I5-O46 IA .L ws axaMcw.mns,m,.1m.vr� uv) DRAWING 9, (msle»-rva-YO.T.: —)"'W1 r sten-1v1 Ho ay. 7//fIF'rLfldElil!!4i!#'S WAIMM JI144167 SHEET 5 OF 5 Florida Building Code Online Page 1 of 2 '� e �- -. �a^kw axsx < i i �*fi Tk' p �a j'�. c !'44 BCIS Home Log In iwUser Registration .y Hot Topics Submit Surcharge ; Stats&Facts Publications FSC Staff BCIS Site Map Links Search 's Busines ', Professi��al Product Approval £ ---+"USER:Public User RegUlation Product ADoroval Menu>Product or ADDlication Search>Application List>Application Detail � k FL# Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1 Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer € Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRWG.15- 048.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDgsxYIeb4opODb... 3/17/2016 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25"Deep)- tracks to provide hurricane protection. HVHZ-Drawing Number 15-048 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 11 EASTERN METAL SUPPLY INC._DRWG.15- Approved for use outside HVHZ:Yes 048.1)df Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile.Max.span is 8'-6"for+60,-70 p.s.f. Evaluation Reports ASD for panels mounted per sections number 1 thru 5 and FL11969 R3 AE EASTERN METAL SUPPLY 8.See sheet 4 of installation drawing for other spans and INC. P.E.R. DRWG.15-048.Ddf pressures. Created by Independent Third Party:Yes 11969.2 rPaneol- ertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks HVHZ-Drawing Number 15- to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL.11969 R3 II EASTERN METAL SUPPI..Y INC. DR\hlG.15- Approved for use outside HVHZ:Yes 049.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile.Max,span is 10'-0"for+62,-73.3 Evaluation Reports p.s.f.ASD and for mountings number 2,6,7 and 8.See FL11969 R3 AE EASTERN METAL SUPPLY sheet 9 of installation drawing for other spans and INC. P.E.R. DRWG.15-049.1)df pressures. I Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Uccurit'MLI MCI. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 3/17/2016 GENIEIRN NOTES: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE. 6.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATE, ELCO male"PANELMATE PLUS",RED HEAD DYNABOLT AND CRETE-FLEX SS4, INTO THE CONCRETE BLOCK UNI SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINE AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE.JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND 8.2) 7/8"CALK-IN ANCHORS SHALT.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FEIC AND SHALL UNI. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USE SHALL BE 1 1/2"LONG NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE TO COMPARE THESE W/MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. .IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS USED FOR VERIFICATION OF FASTENERS IN WOOD. INDICATED ON NOTES IN B.1) &6.2) ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0425.01-00 AND # 0616.01-05, PER MANUFACTURER. PROTOCOLS TAS-201•TAS-202 AND TAS-203. 2.ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A653 SQ. GRADE 40,WITH G-90 GALVANIZED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS'1 THRU 8 (SHEET STEEL DESIGNATION & Fy- 52.3 ksi. (AFTER ROLLED) 2 & 3 OF 9) EXCEPT THAT HEADERS 2, 3& 4 SHALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE WOOD FRAME BUILDINGS. SECTION 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL STRENGTH. LENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTE). 10 REGULATIONS PROVIDED BY THTORM PANEL INSTALLATIONHE JURISDICTION WHERE PERMIT IS APPLIEDCOMPLY WITH SPECS INDICTED INI TO.RAWING PLUS ANY BUILDING AND ZONING (A)TO EXISTING POURED CONCRETE(f'c=3 ksi): - 1/4'0 TAPCONS & MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDER. 11. (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4"0 x 7/8"CALK-IN ANCHORS. 1/4"0 ELCO male&female'PANELMATE"OR 1/4"0 ELCO male 'PANE-MATE PLUS"AS MANUFACTURED BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RESPECTIVELY. PRODUCT EASE ON'THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. & SPECIALTY COMPANY. NOTES: (c)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE-FLEX SS4 ANCHORS IS 1 3/4", (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FOR ELCO PANELMATES IS 2", FOR ELCO male "PANELMATE PLUS" IS 2". BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL A2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A3) MINIMUM EMBEUMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SWW_BE PERMITTED. 1/4"0720 S.S. MACHINE SCREW USED SHALL 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1" MINIMUM FOR WALLS WITH NO STUCCO. WITH SECTION 1710.8.3 OF FLORIDA BUILDING-CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LA13EUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE A.4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATE ON NOTES A.1)&A.2)ABOVE. (B)TO EXISTING CONCRETE BLOCK WALL(ASTM C-90): - 1/4" 0 TAPCONS & MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDEX. THIS DRAWING SHALL ONLY BE USED TO - 1/4' 0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURE BY ELCO CONSTRUCTION PRODUCTS. OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4'0 x 7/8"CALK-IN ANCHORS OR 1/4" 0 ELCO male &female "PANELMATE"OR - 1/4' 0 ELCO male "PANELMATE PLUS"AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. alt'•?g11"'`INgig a., - 3/8' 0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. ,,1``,`�•�-R A: - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT �' &SPECIALTY COMPANY. wa '.•' FLORIDA BUILDING CODE (Nigh Velocity Hu one Zone) 11vEiJ .��. _ _ oaols TUTav ac. 0.030" THICK GALVANIZED BERTHA STEEL FRL -_ No.4410 STORM PANEL (2.25" DEEP) oR^wN Br' -12411s EASTERN METAL SUPPLY, INC G47L:. 4268 WEST ROADS DMVE TILLY TESTING R ENGINEERING COMPANY WEST PAN BEACH.FL 33407 I5-048 PNONE(581)533-6061.FAX:(567)586-<78a •'•��!\' (3¢5)0]1-1910.Fe+:(.le:�ll-TAI D *MG No ®-0006719 au< A[9,a�n+ our LSNL,.\'\ wF�.0..44 L'�l u1°7r a/+ns _ _ S.- 1 OF 9 IM r 19-(1VTAL WmfH) 9.119'(TOTAL Mrrltfl) 1201x1•(aTEmr WIDTH) 6.000'(UFECrh£WIDTH) 0 AS Ag4lcufE 0 K AliaLrA6lE �. -CONCRETE ANCHORS(3EE sCIIEDULE). �.1AM. L500' 4A7r 1.500' 4.47J /.500• 1.300 4.471 ,_ 1.500• T .OJO'THICK $ OJO'HECK GV.WVOZEO - 12 CACYAN/ZID � 14 )ID PANELS W/ 1/4'9-20 x I/2' 141-1 2.f25' S.S N.S.W/ 2125' 2.775' 7/9-X 3132"WING O 1A KMAPS HALF PANEL ®o�G H n 6 62360• J000'Yox. 1360• 2.560' Ir'- O A A I W mss. ��• aq� ti$ .r2• a P 1 R + _ + ¢• k e o e h'� P $ ( j �^ .O\• 8 p .fs0' h J-Lm. cwo=AvcNaa(SEE s mm�r) Lxr-YIN. mx .(K ^ Nom. $ • •i .133• tTp 8 .`i s 075' a n STORM PANEL TYPICAL ELEVATION N.T.£ .073" ,075' 2.340' aoae•rwx. r/s•Yo,.GnP , r/,• w icer' zJ4a R 2.01 Q J-ANGLE BUILD OUT BRACKET e� z.6ar O -U- HEADER 'zle-1' Q2 h- HEADER 3'Alex. 'u' aurLD our '-r SECTION A—A —:J/e'—I• sAtr:J/6'_I. N.T.5. .J80' _169• .190• .374' VARIES 7.25•Yax. ' h .e � .iBB'I el f_ 750� O •�E��ro .090• 7 _ � g _ Rloo. .095"'� ALTFIdNfE N m SFF LEG LOCAc� .093' DETA2 r �h � .11� .090' 20W 1.950' by 2,pp0• a © F' TRACK Qj RE,MID F"ANGLE TRACK e Q9 STUDDED ANGLE '/6'' 3CVE:7/9•_r © F' TRACK ANGLE r,Ow• LasE of0 /""'' 12 2'x 5' (A/ox,,) x .125'ANGLE 010E a'Q ulr sGY6:J/6•-I" 1-094' nd $ � 'fy 3 m S Sd mcc orO .9sr l—� I f0A ROUND HOLE AT.RANEL 11 KEY HOLF WASHER 063' .Trus-rNsr Aa.Aum I I875' �'� kd mcEorm (OP7IO,�'fh�{Bg1Q��'/(��/Ai7r swE':nia•-r• 1-050'OR.060 -d EDGE w(D t\��vi'.• "••,_••••.�T A% .093' DETAIL 1: sTaD w/D!E rasr nNc QPTION I OP7IONSCF FLORIDA BUILDING CODE (High Velodly Hurrlcone Zone) AOCKEL P,A7m WING NUT �•fO44167 ' ozals mfEco,WC. 0.030' THICK GALVANIZED BERTHA STEEL FAL 10 KEY HOLE AT PANEL = STORM PANEL (2.25"DEEP) OR w+Br A 03/24/15 r .EASTERN METAL S UPPL Y, I NC DAE WEST S DRK 8COMPIL ECOANc.nLIJT TSTIG 6 ENGINEERING fAA,PANY WEST PAL-BEAU.FL JJ/07 K iry -061,FAY(561)586-4780 ONENTS rPHONE(561)533 EH-0006 ORAwG 0 WALE?A MUT Jr.P.E _ _ Flomm 17e/44167 SNEE//A Of 9 93 CC=f. CONCRETE ANCHORS CONCRETE ANdN2S . CONCRETE W� (�� (sEE sCHED"') — (SEE SCHEDULE) I. 3 r,,,,t 3 cont .500• .250' . — I .500' .. 500' Mar POURED POURED POURED POUREDREQUIRED N I REQUIRED� E. i 1 C E i `Y C .D. i My CONCREM z Cont I I rSEE I REQUIRED FOR NM/W4 fOR IONAILOI FOR NMARN SEE SEF Sr FOR SEPA17AOTH 7D I 1 SEPARAIKRI la I SEPARATION IO I SEP—MINIMUM TO I j EXSRNG GLASS E Amo CLASS EO577NG GLASS I EX/S1ING GLASS y U 114.0,-20 x r/2• I I I SS.M.S.w/7/B'rJ/Jz sSM.N T 0 EV9q/•7z I INNGwa LVE7?J/J2" I N sous�7�xJ/3z' WING NU(O EVERY ti NG NUT O EVERY N' OW7 NUF O DSPA WMC MIT O EYfRY OVERLAP NU O Y/DSPAN I O YfOSPAN I a OVERLAP O WOSPAV I OYETdAP O WO57AN I Z . 2 R 2 F/MSHED WAIL I I d 1/4"0-20 r J/4 4 (W/S7UCLV) I I 4 J/J2 BOLTS W47 G NU7 B B0f.75 W I o 12 O.O —, G NUJ O T/4'I-2O x J�i• I 1 g t I 12"0.G POURED 80075 W/7/8 r POURED��ll E I I OCON J/J1•WMG HUT ® / 9. / E P. CONCRETE` CONCRETE I BLOCK WOR � E 12 0.G I POURED E I.OaO' REDOR OR CO V?E I REOURED .422- I CONCRETE BWCX WALLREWIRED Ymc I CONCRETE HALL K WALL REQUIRED I — - REWIRED ,500' / �70I 12'O.C. CONCRETE CONCRETE'ANCH (SEE SCHEDULE) g cont (SEF SORSCHEDULE) 6 cmt (�SCCHWU1) I (- 4C£SCH ORS cont SECTION 0 ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SG LE:a/8•e r SECTION 3 SCALE:.318'=T• SECTION 4 SCALE:JIB'=I' I � I � � I W I I I/#-FX0'KJ2./T0 Mc Nur SJo 72'O,G 2X G�I E D. EDGE CISIANCE (SEF'r'me SHEET ss 7 B) RDE . CONC �..T..I.0.I.0;n. OR CONCRETE BLOCK WAIL1.000' REOURED /./En�•� i'•��/J�••��i �`•,' _ FLORIDA WILDING CODE (High Velocity Hurricane Zone)/ g L o _= No, 44'67 02015 TILTECO.Mc. 0.030" THICK GALVANIZED BERTHA STEEL F.R.L STORM PANEL (2.25 DEEP) ORAW ml SECIION®STUD NOTE FOR COMBINA77ON OF SECTIONS 03/24/rs MOUNTING INSTALLATION ' IL E C O INC. EASTERN KETAL SUPPLY, INC DAM WALC/FLOOR/CEIUNG MOUNT)NG SECTIONS CiLV Bf 'i Fry'•p �Q•:h ��r�Ftlfy �� , . 42eWEST R (561)588-4780 OADS ORK 770N. wEsrPIYL REACH.F..334a 7 SECTION SCALE:J/e'a (801) I5-048COMBINED IN ANY WAY TO SUIT ANY INSTAL1Ar � 1k DRAWNG No !" NOTE:DETAIL OF SECTION O STUD VALID ALSO FOR IF/!!!I agl,1+• f8-0006719 yq op�� y¢ WAV,MOUNTING M7AUA77ON-SW770H 2(TOP) lHolliwa. WALTV?A.TILL n.ORI04 fie 1 44x67 W/TMs _ SNRT 2 OF 9 Ard POW SOUD-SET aR CA K-W OR SMab/&M-1n MWI157E ANCHORS CONCRETE ANCHORS D PA19ZMTE OR male PN@ZWTE PUS \" 4AF'/-o EWAC BOr O / ( CoE (am�� l7 CONCRETE ANCHORS & N (SEE SCHEDULE SPACING)(SEE NT POURED CONCRETE CONCRETE REowu� >�CONCRETE .750't ®o , OR CONCRETE I BLOCK WNL POURED — REOUIRED� 1 CONCRETE 1 REDUOtkD-\ I I I A I tLDrnTroN I I I I I _4 I 4 Cont Iq OR El cat I T I I I 11/4"0-20 x I 1 (SEE SCHEDULE)FOR MINIMUM I W I J/I•B�OL75 W� (SFOR EE SCHEDULE) 'SEPARATION O IX1577NG GLA55 I o I I I aam xD o I I `�' SEPARAAONUTO � 12'a s IXI577NG GLASS t 1r/4•ATO �.iMNur/O 7E/VERYx J/JZ• III ti SW/,WG NI-u2 r00-20 rwSWSus /7/ J/ OVERLAP O 16DSPAN O J/Jz• II Owl 1NIRG•AIP-z0 0/oxM7E/6l1BS/EPR2AY�N Jam• I d 1//4'0-20 x J!4• I W I a 1 I BOLTS W/7/B r (SEE SCHEDULE) (SEE SCHEDUL£) J ww Nur I C FOR MINIMUM I FOR MINIMUM 6 r2'O.C I x SOPA 77ON O I J/4"80LT5 W SEPARATION TO I I 7WN i I EXISTING GLASS I NU Jr/o� /EXISTING CLASSLEG LOCA I I '12'GL G I,}i DOLTS w 1 I s cont I I Cart I I r � I I I I I I2'O.C. 1 I /E 1 Di 8 1 I POURED CONCRETE C t' BL CONCRETE OR CONCRETE 1AL7ERNATNE REQUIREDBLOCK — I ulRm� -- T•1An 1' 1 1 I LEG CONCRETE ANIYIORS 1 p.DDD• �1 f7-79 (SFE scHEDULE) CON MK7fORS/ I I ALL FDIi EL -SEC OR 0-20 S S M10111E D. (SEE'SCHEDULE CALK-W OR R mob/emabwNUr&WASHER ) PAAZZZYATE oR rrwle PANEZ1i1TE PLUS CONCRETE ANCHORS �� 1 4%-0(SEE SCHIDUtWconL REQUIRED (�gEE FOR S AaNG) BUILD OUT INSTALLAT/ON CEILING & FLOOR MOUNT/NG CEIUNG & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M. SECTION 5 SCALE:318'= r" INSTALLATION — SECTION 6 INSTALLATION — SECTION — SECTION 8 SCALE:J SCALE:3/8'=1' SCALE 3/8•- 1• SIDE WALK BOLTS ARE 3/4.1x3/J2THICK HEAD MACHINE SCREW W/LB" AS PER NOTES A2&B.2(SHEET 1) TRUSS HEN)BOLTS ARE 112'0� IF ICK HE40 MACHINE SCREW W2 GGTTnN AS PER NOTES A.2&B. (SHEET 1) E.O._951E SCHEDGE ULE ON SHEET 5. 6&7 OF 9) 4 ,.• .• f �� EN�' v9 F' FLORIDA BU/LD/NG CODE (Nigh Velocity Hurricane Zone) No.44167 _ 02OFS mlECO.INC. 0.030" THICK GALVANIZED BERTHA STEEL F.R-L STORM PANEL (2.25"DEEP) NOTE FOR COMBINATION OF SECT70N5: - EASTERN METAL SUPPLY, INC °x/241 , 15 WNl/FLOOR/CEIUNG MOUNRNG SECTIONS CAN BE u \ � I TEC 0,,.. 4268 WEST ROADS DfWE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION `�\\+ nLUr TESTING&ENGINEERING C..' WET PAW 80101.R 37407 15-048 .'j/, ,;�+;\ 61u KY.J9A sm JRL lnaw GaQnEK¢R Sn69 PHONE(561)533-6061,FNL(561)588-4780 -t9o.f:LJC•J6]I-t31t E8-00176719 DRAWING No oansrn auC /T/I71i I::{l i:l{t(AYi1' WALToA RLUF✓.P.E aO n-vJ m!1/IS _ _ FLORIDA Lie/44 i67 SHEET .7 OF 9 p � VARIES J-0 POURED CONCRETE Max. 0 CONCRETE BLOCK WALL I s OR CONCRETE rtlA=%n\ REQUIRED RCONCRETE EQUIREDBLOCK WWPOURED CONCRETE \CREO WALL 2500"Nin. CONCRETE ANCHORS 2.50 1"M'n. � I a 12-O.C Min. CONCRETE ANCHORS L 11"O.C 1.000" ALID7NATE(FG COGinaV 2'r 4'z.125' 2"x 2'x.055"TC/ 5105-His OR 6063-l6 ALLOY 1 . \i OR OOR DOR® Cont Alum.ANGLE _———a 2"MOxo \ .0 x s'r-HIS055' nt Alum.ANGLE OR OR .ORO'JIBS-NEST SHEET J METAL Num.SENT PLATE 1/4'O BOLT 4'r 4'r O 24"0. 3105-H14 OR OR 6063-75 ALLOY W/JCKxur Cope.Al—ANGLE CASE A (Plan) CASE R (Plank CASE C (Plan) SCALE.. 1/4'= I' SG10E.• I/4"= l' SCALE. 1/4"= 1 END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.s.f.) AND CORRESPONDING MAX7MUM PANEL LENGTH "L" SCHEDULE MlN. 1.50'( POURED CONCRETE "vimum APPLICABLE TO (REO'D) OR CONCRETE BLOCK A.S.D.DESIGN Mac PANEL LENGTH ,40NIMUM SEPARATION SECTIONS d& N. WAREQUIRED PRESSURE RARNG L(IL) TO CLASS ANY COM8w4RON 2'r J'r.09J'3105 H- _ (P•x-l.) CSEE SECnONS) OF THEN 6063-T6 ALLOY rant.Al—ANCLE I 1,2,3,4,5&8 WNH ANCHORS a 12"0.C. j o w +66.0, -76.0 7'-6"OR LESS 3" jR a +60.0, -70.0 >7'-6"TO 8'-6' 3" 1,2,3 4,5& 8 A a 1/4)GAP i m8 +66.0, -76.0 7'-6'OR LESS 3 3/4' 6& 7 j +60.0, -70.0 >7'-6'TO 6'-6" J 3/4" 6 & 7 POURED CONCRETE OR CONCRETE BLOCK WALL ' REWIRED CASE D (Plant CASE E (Plan SCALE. 1/4'= 1 SCrILE. 114 = 1" �,.`` '�� jI'), \ •'�P .-.'p �� FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone).•��ENSF . 020rs mTEco.wa 0.030" THICK GALVANIZED BERTHA STEEL F.R.L. No.44167 STORM PANEL (2.25"DEEP) WAWN Br.. 03124115 IL E C O�No. EASTERN METAL SUPPLY, INC 04,E 4269 WE9r ROADS WtNE pp '\{L/,`• TILUT TESTING Q ENGINEERING COMPANY WEST PALL BEACH.FL.31407 J5-�4B • r••C\\` 4115 N.►.]RA sr,Sr xoi lRGab GVMBd M1 A/6P PHONE(Sfi1)S53-fi0fi1,FAY-'(Sel}58B-4780 DRAWING No Wa m IEi'slsi —'I-- AVNns a• SHEET 4 OF 9 Wpygf A I %Xf AV]g9t 9YfJ10 TLW E A. J 1/r ASn[LWI {TW.NYel FTL1O 6'J1STRfLB]V Ili➢A'KTS /tRJP/AS7fTG6' ALL MY/S stops!m a�(ovJ wm6�1{�-sT wrns »1m smc amr-na ss{ wr/+owe'a�xn{wc ruE 1wA,ac+e nus wr-a srr+rws I s frau awu svAr'9s Nm naee�unv elM+1r t•(n) ro mA>s2 ro fY6af m[vETd1[ m enar ro a'MRR' 'o— ro mmm[ m emr m m1va1E ro saaT m� ro em1 ro tune¢ ro e{ax Q rMOI W WA WA N/A 12 WA 12' WA 12' WA r2• WA WA WA I Ow) MAXIMUM A.S.D. DESIGN PRESSURE RATING (ns.f.) AND 12" T- WA Ir 12" rr Ir 12• 12' 11- 12" If- 12• 12' 1(eolrou) CORRESPONDING MAXDIfUM ANCHOR SPACING SCHEDULE FOR 1. N/A WA N/A rz' WA rz• WA rz' WA 12- WA 12• rz" z(!w) INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES ° I21 Y' N/A 12' II' 12' Ir Ir 12' 11' l2' fl' WA WA 2(eVlmN) Ir WA NIA NIA 12' WA 12" N/A 12• WA 12' WA WA WA J(10°) 12• 7' WA 12' 1 12' 12' 12' 12' 12" 11• 12" 11" WA ^✓" 3(wrI°M) **MAXIMUM ANCHOR SPACINGS ARE 17AU0 FOR 3 1/2"EDGE DISTANCE. BO.O,-613 12• WA WA WA 1z• WA 12• WA 12• NIA 12" WA WA WA 4(w) 6'-0'oN Liss FOR E. D. LESS THAN 3 1/2' REDUCE ANCHOR SPACING BY 1r r WA u' z' Ir z r2' u' v 12rr' WA WA 4(w °M) MULTIPLYING SPACING SHOWN ON SCHEDULE BY TH£FOLLOWING FACTORS. (NOTE: Min- E. D. FOR CALK-IN ANCHORS 15 2 1/2). W WA WA NIA 12' WA 12- WA 12' WA W WA WA WA 5(w) FOR 7741S OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED Ir r WA 121 1. 12' 12" 1z' r2- Io' n- Io' WA WA a(sonw) USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING 12' . WA WA WA Ir Wa 1r N/A rz' WA 1z" INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. WA NIA NIA 6(!op) 12 NIA WA N/A 12' WA W WA 12' WA 12' WA WA WA 6(eO77UN) FACTOR 12- MIA WA M/A 12- WAA �1•-�--N/ 17' WA WA WA 7(+w/vorm1) ACTUAL E. D. TAPGON/ N/A WA WA N/A WA WA 12• u' I2• '2• u• 12• tt• a(rw/lxTlrwq CRETE-FLEX SS4/ CALK-IN SOLID-SET RED HO. SLEEVE M.mw Aelna E n-3 r/z•- Asn nenaysmav y�� ,mss m 3" - .75 .78 1-00 PA J INIL`6�WdfT,Mems IRS TO SfRa£ OdIE�l1Y s54 Ytl[/NIwE AAMI X Al PAM9INIE P1K GW(-a 9OfJDzSA 3 P/AII ro sAna1E ro mna. m aAvas ro sou rocmpm6 W.— ro oo— ro— m cmarcrz M_ ro wevm7E m anal ro corcalr m Jt•�7 2 1/2" - .50 - i.00 I2' WA WA NIA 72' WA Ir NIA I. WA 12- WA N/A WA I(IOP) 2" - - 0-88 !r 6" WA 1r 12' 'r 1z" W 12' lo' rz• 9• rz' W 1(wlmlf) 1 1/2" 1 .35 - - 12• NIA WA NIA 12' NIA 12" WA 72" N/A 12' NIA 12" 12, 2(Ra") /2• 6• WA 12' 12- 12• Ir I!' 12' goo !r 9" NIA WA 2(901mM) 12• N/A WA WA 12' N/A 12• WA 12 NIA 12• WA WA WA 3(70P) ANCHORS LEGENQ 12- 6• WA 12• 121 12- 12' !I' 1Z' 16" II' 9' WA WA (eerr°N) ANCHOR 660,-72.0 12' N/A WA N/A 12" NIA 12• N/A 12' WA 12' q ANCHORS MIN. W WA WA 'clop) 6'-0"°6 fess TYPE SPACING E. D.=EDGE DISTANCE 12- 6' WA 12' 12" 12- 12, fl, 12' 10" u- 9' WA WA t(BO11.0 I2' WA WA N/A I2• WA r2" WA 12' N/A 1. WA WA N/A 5(tla') TAPCON/ 12• 4- WA 12' 1z' 9" 12' A. 12' 7' rz• 6• WA N/A 5(IXRmN) PANELWTES 4.0" 12' NIA WA NIA !r NIA 12' NIA 12' N/A 12' NIA WA WA 6(w) CALK-IN 2.5" 12' N/A WA MIA 11- N/A 11' WA 12' WA 77' WA WA NIA 6(60lmN) W WA WA NIA 12- WA 11' WA f2• WA 9' N/A WA N/A I 7(1op/wTrOL) SOLID-SET 3.5" WA NIA NIA WA NIA WA 12• )1' 12* 6- 12' 9• 12' 12' 6(rw/wRON) N4nnnf AWa'fn�sHuc Nae E a-3 r/r- 3/8 D RED HD. 4.5" Asa uvv! {Ti.a�sx om oz6mrE7xsrrs 'oAm rAallos Aft nms AcnA=�E ro e�N3Ga I!f"c,, _ DYNABOLT SLEEVE tt 1 rue+9 fPa1J ro mxlarE menu ro mrAslr to!soar ro cxaar sax ro mnmr m awr ro mwzlr ro eta m argrrc ro slnr ro_.-L m sou •vm a.'®arw i :0 to ....�' Yl�%Js CRETE FLEX SS4 6.0" LICE �J''2 12• N/A WA MIA 12- WA 12- NIA !r NIA 12' NIA WA NIA f crop) 1' Ns vet Ir 6' N/A /2' 12' 12• I2' 10' 12' 6" I2' 9' 12' I2' !(BOilON) 1��~�l. �yQ• ••r 12• WA WA N/A 1r WA 12, WA 12, WA 12' N/A 12' 11' 2(7W) 1r s• WA Ir !r 12' ]2' lo' IT' 9' 12' 9' WA WA 2(--) -SEE NOTES ON SHEET 8&9 OF 9FOR ANCHOR TYPES&SPACING FOR •�; n,�-. ,'y�L`'" 12' WA WA N/A 11' WA 12• NIA 12' NIA 12" NIA WA N/A 3OOP) INSTALLATIONS INTO WOOD FRAME BUILDINGS. 12' 6' WA !r 12• I2' IY f0' 12' 9' f2' 9" N/A N/A 3(BORONJ ,F',r�7 ( IDN 'o�> -6f5 12' N/A WA NIA I2' N/A I?" N/A 12' WA I2' WA WA WA 4(lop) >B'-0'm Y-6 ,r/°/s/fir✓A�,E�1��`\ty°��6' I2• s• WA 12' Ir 12• Tr lo" 11' 9• 12' 9• WA WA 41607 N1 //'(0/7lHlltlllll`�5y 12' NIA NIA N/A ]r NIA 12• NIA 12" WA 12- NIA WA WA 5(1W) 12' .• N/A II' I2' 8' 12• r 12" 6' 12' 6' WA WA 5(w ) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 12' N/A N/A N/A 12' N/A f2' N/A 12' N/A 11' WA N/A WA B(TOP) 02015 7XI00,/Ar- 0.0.30" THICK GALVANIZED BERTHA STEEL FRL STORM PANEL (2.25"DEEP) DRAM of 11' N/A N/A N/A 1r WA 12' N/A 11' N/A 12• WA WA WA O(60TRIM) r NIA WA NIA 12" MIA 12' N A 12• NIA I2• EASTERN METAL SUPPLY INC °3/2'/'5 / / / / WA WA WA 7(mP/BOTRlN) 1 WTE N/A WA WA NIA WA N/A 12' Io' 12' r 12" 9' 12' 12' 6(W/BOMAQ ' C O INC. 42®WET ROADS ORW TILLIT Twrwa&ENGINEERING COMPANY WEST PAUL BEACH,FL 33407 NOXI:(f 561) 61, :(533-60FA% 561)569-4700 15-048 PAo e:1.:oy.1-rsm. f I(wylr-rvr fB-O0067f 9 me Ao �;W a16 0/LIW/NG N6 WALTER A TALI Jr.P.E. FLOR/64 fk(4 4/767 SHELT 5 OF 9 YW441 MOR13',T.IG9</tyl L A-J I/1'- WWY ASA D6Vl lrt m!•9R NL(fdTm4TA11%laa'16 /ILEA Ili ADlRS AFL 16YP' AIfIA'AmE ro aflxWS�d: Y40AAl FNl1. . (_0 rq -,ff 9rms ,e9,m sme cmr-.Itr ss. Lulcerwc P,veuMrr Lwr:avv+wr><ws u�x« .ttLa-sFT ,,,,,L»mwmv La»I x(nJ xTaSUM A.S.D. DESIGN PRESSURE RATING /n.s.f.1 AN7) m moms ro soot ro cnrlvarr ro mor ro mlvaic m aaax m raven ro maw ro cwxic ro maw ro maare ro aaw ro asnerr ro soar ar 1Mv 74A f2- N/A N/A WA 12- WA 12" WA t2' WA I2', WA N/A WA f(w) CORRESPONDING MAXIMUM ANCHOR SPACWG SCHEDULE FOR 12' 5' WA 12' 12" 10' 12- 9" 12' 8• 12' 7' 12' 12' I(80T10L) 7.^�ri.DCTC AAItI rnN�rrF'PF! R1n!'K.STRUCTURES INSTALLATIONS Ih^ COCETBOK- - I2" WA N/A NIA 12- WA 12- N/A 12' N/A I3• N/A 17' I2• 2(IOP) 12, 5' WA 12' 12" /0' 12' 9' 12' 6' 12- 7• WA WA 2( 7mm) 12• WA WA WA 12' NIA 13 WA 11' N/A 12• WA WA NIA J(rOP) ' NIA 12' 12' 10• 13' 9• 12' a• 12" Y N/A MIA J morrum) "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2-EDGE O15TANCE 12' FOR E. D. LESS THAN J 1/2; REDUCE ANCHOR SPACING 8Y 660,-72.0 12• WA WA WA tt' WA 11- MIA 12' NIA 12' N/A NIA MIA 4(!Lw) •-0'/O 7-6 MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING lT' s' N/A 12" I2' 10' 12- 9" 12' B' 11' Y NIA WA 4(90r/Dy) FACTORS. (NOTE Min. E. D. FOR CALK-!N ANCHORS 15 2 1/2). FOR THIS OPERA170N TO BE POSIBLE, REDUCED SPACING OBTAINED 1. WA M/A N/A 12' WA I3' WA 12' NIA 11 NIA NIA WA 5(0P) USING FACTOR SHALL NOT BE LESS TI-MN MINIMUM SPACING f/- M/A N/A 8' 12- 6' I2- 5" 12" 4• II" 4" N/A NIA 5 0OnDr1) INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. wWA WA N/A I2' WA I2' WA 12' NIA I r- WA N/A NIA 6(TOP) 9' WA N/A WA 11' WA 12- WA 12' N/A 8' WA WA WA 6(BORON) FACTOR B' N/A N/A NIA 11' NIA iT WA 10' WA ]' N/A WA N/A 7(1W/BOTIQY) ACTUAL E. V. TAPCON/ CRETE-FLEX SS4/ CALK-IN SOLID-SET RED HD. SLEEVE r avA 1caa9arM+wua svoc rw c a-J IR' " PANQATESDWA A N/A WA WA WA Y 9'- 12' 8" 12 ,j' - .75 .78 1.00 Asa aeml Ice aam 71AD mAmmR:ASY mmivs ram+Ntamea Au rtxLrs APm1o1aE ro _ N mlmgnuu�xr tt=cays Ara la sale sic-tux ssl vut:�lrrNc awvLrrrr 1wc aualas Pus rAixar sanstr �'"�T 7 s wrnn4l wuat. 2 1/2' - .50 1.00 NN nMemuMN LLTCIII i'(R) ro caaralE m moor ro oovoalE ro 9mar ro mLCAL1E ro 6war ro w oars ro maw m o76eve¢ ro mart ro avue e to.w to m'o1L1E to maw a raN 2' - - - 0.88 IT NIA WA NIA 12' WA 1. WA I2• NIA 12- WA WA NIA 1(DP) - - - 12' S' NIA 12' 1. 11' 12' 9' 12' 8" II' Li' Iz' 12' 1(BrJilWQ 1 1/2" .J$ 12' WA WA WA f2' WA 11• N/A 12- NIA 11- NIA 12- 12' 2(IOP) /2" 5• WA 12• fY 11' 12' 9' 12• 8' 12' 8" NIA NIA 2(8OMW) ANCHORS LEGEND 12' WA WA N/A 12' NIA 12- WA I2• N/A 1' WA WA WA J(OP) ANCHOR 12' 5- MIA 12' IT' Ir- 11' 9" 12- B' 12' BWA WA_ J IDOMM) ANCHORS MIN. TYPE SPACING E D.=EDGE DISTANCE Mo..-813 1Y WA NIA N/A 12' NIA 12' N/A 12" NIA 12" N/A NIA MIA 4(TVP) >Y-6'TO 9'-6 12" 5- WA 12- 12' VW�A Iz• 9' 12' 6' 12• !r WA MIA 4(eDrroM) TAPCON/ 12' WA WA WA 12' 13' WA 12- WA 12' WA NIA MIA +`(TCW) PANELMATES 4.0" 12' WA N/A 9' 12' IT' S- 11 4- I2- 4- WA MIA 5(60nom) 9' N/A WA WA 12- IYWA 11' WA II' NIA NIA MIA a(FDP) CALK-IN 2.5" 12' MIA WA WA f2' 12- WA 12' NIA 9' WA NIA MIA 6(907/DN)8" N/A N/A WA I/' )1' WA /I N/A Y N/A WA M/A7(1DP/60TlOM) SOLID-SET 3.5" N/A NIA N/A WA NIA 1. 9- 12' 6• 12' 6' 1Y 12' 8(DP/$O]10M) J1810 RED HD. 4.5" 4awuN NYa6'l1L Am1oc s•AQre fpf c p-J r/r-- o DYNABOLT SLEEVE ASA aG9w LTR&talX QID mAL4MR9w ITRfA•T6 Paa01 A19CNDS Al Pm65 N•LGm£ro �. __ 3L'lta6'/• 111.19Aa1 PFal wm:lnAJJ ro moa¢ m IJAor m mlomlL ro malt ro Weare amt ro mesa m m moos m aomr vaoa]r ro mca ro m�eale m a0or fav r�`iml uw1N x'BU CRETE FLEX 554 6.0 \`�*e��.I.... r2' WA MIA NIA 12" mN/A 12' N/A m 12' NIA m I2- NIA N/A MIA I(70P) T ��'�P'•�\CENs'••� 's r2' 4• WA 12" 12' 8- 12, 8' iT Y 12- 6' 12 12' 1(90TJDN) I2• NIA NIA WA 12" MIA 12- NIA 12" NIA 12" NIA fz" 12- 2(TOP) -SEE NOTES ON SHEET 8& 9 OF 9 , 12' 4' N/A 11" ]Y 9' 11" B' 12' T I1" 6' N/A N/A z(s0/r09) FOR ANCHOR TYPES&SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. = ,d� 12' NIA N/A NIA 12- N/A t2' MIA 12' N/A f2" N/A WA MIA J OOP) TE OF 12' 4' NIA 12' 12' 9' 12 8' I2• Y 12- 6• NIA WA J(80110M) AID 166.0. 166.0.-71.0 IY NIA NIA WA 11 N/A 12• NIA 12' WA f2' NIA WA N/A 4(TD) 71-6"70 8•-6 �� V I2" 4" N A 12' 1YENIA 12' 8- 12" T 12' 6" NIA NIA 4(LOOM) a'+)I7)�NAL - !Y NIA N/A WA 12' 12' WA !2' NIA 12' WA WA WA 5(IW) FLORIDA BUILDING CODE (Nigh V.IOL�IIIumcane Zone) g' NIA NIA Y 12- 13 4' 12' 3' 9JNIA NIA 5(Bortmo 02015 71LIECO.Na O.OJO" THICK GALVANIZED BERTHA STEL FRL 11' N/A N/A N/A 1. 71' N/A 12" 'WA )0' WA WA N/A 6 ODP) STORM PANEL (2.25"DEEP) 0RANWRrN/A WA N/A !z' u• NIA n" WA Y M/A N/A N/A 6(BOrroM) EASTERN METAL SUPPLY, INC /N/A WA WA 9' 10' N/A 9' N/A 6WA N/A N/A ]OOP/80TIUY) 1O N C. 0266 WEST Ft0plt� IRL?TESnNG S ENGINEERING COMPANYWESTPALMBEACHMIA WA N/A N/A WA !2' B' f2' B' I1' 6' iT" 12' a O6^/80T1W) Lis Nt,gam,,SS�� 19aa1 oAw R J11eB PHONE(561)533-(061, DRAW=N PTeie r(SCjSA- (JA116ri-M11 DRAW=No FB-0006719 aia WALTER A 771L?lr.P.E 3v afM/IJSmaT 6 Lir 9 FLOMI24 Lk.1 44167 Y4m11N AAV/aQ5 m11aw mR E A�J 1/Y Y4111NY Asn esu Irc aamf am manac,r rrrua vs wim lasle>oa we evrm NncAme ro Yq (4r) /A90scr W+Oaa Am ro mmr a¢rtMn sw MV%TeWL nv,4xw1E afe nvA71¢2 nus cvx+1 suun�ir �a, IiN i ESU MAxIMUM A S D DESIGNPRFqqfrRF RATING s.. cwx[rE ro ecvs ro rnlvaJe ro ecu It — ro alto m mc¢ir m scar ro cvAzs ro ears .,2— ro sear ro cn+oaa ro eau �irlml ro 12" WA WA N/A 1 12- WA I2• WA 12' WA 12' N/A WA N/A 1(roP) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR f2' 8• N/A 11' 12' /2' 12' n' 12• 9- Iz- 9" 12- 1z• 1(snrloM) INSTALLATIONS INTO CONCRETE AND CO&a�ETE BLOCK STRUCTURES 12- N/A WA NIA 12' WA I2' WA 12' N/A f2' NIA IZ' 11" 2(w) f2" 6" WA 71" 12' l2" 12- R' 12" 9" 11' 9' WA NIA 2(BORON) l2' N/A WA N/A i1• NIA 12• WA 12' NIA 12- NIA WA NIA 5(W) "MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 112"EDGE DISTANCE. 12' 6' NIA 12' 12' 12" 12- 11' I2' 9• 72' 9' NIA NIA ](sorrov) FOR E. D. LESS IRAN 3 112-, REDUCE ANCHOR SPACING BY MULT7PLwNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING 0.-78.0 12' N/A WA NIA I2' NIA 12• N/A !z- WA I2' NIA WA NIA 4 0aP) W-0.OR r� FACTORS. (NOTE:Min. E. D. FOR CALK-IN ANCHORS IS 2 112). !1" 6' N/A IT' IT' II' 12' 11" 11" 9' IS- 9' WA WA d(BORON) FOR THIS OPERAT70N TO BE POSIBLE• REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING f2• N/A NIA N/A IY NIA 12" NIA I2- WA 12" N/A NIA NIA 5(]A°) INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. I2' 4' NIA !1' 12, 8' 12' Y 12- a- 12- 6' NIA WA 5(surra.) 12' NIA WA WA I2' WA 11" N/A f2' WA 12' NIA N/A NIA 6(top) FACTOR It, NIA NIA WA lY N/A 12" WA 12- NIA 10' WA NIA WA 0(BWTO7V ACTUAL E D. TAPCONI 9' N/A N/A WA ]2" WA I2- N/A 12- N/A 9' N/A WA WA T(1tb'/607fOY) CRETE-FLEX 5541 CALK-IN SOLID-SET RED HD. SLEEVE NIA NIA WA WA WA I WA 12- Il' 12' 8' 12' 9' 12' 12- 8 DOW/BOITaI) 3" - .75 .78 1.00 re4urolr w.ous�Avo A]R e a-J r/Y 2 712' - .50 - 1.00 Asa c6sou Ir.R mss mm misrxamv Banca IVEa lxnoma ,rt n 0s ARvec ro A (N.0 �'a.ma 1c sees rmc-nlx ssd .ar�mwc nvnrnE .vr A�mc wa .rolm-sr �!a uwu.vAmt m 2- _ _ - 0.88 m mATAlr ro soot ro ax4varE m sect ro 4RAYRTE ro moor m Larral[ ro moa ro 4»ca¢!2 ro max ro arawE ro mar ro 0wrutE ro sax >]� - 11' WA NIA WA 12' WA I. WA 12' WA 12- WA WA NIA f(IOP) 1 112' .35 - - tY 4' NIA 12" 12' 10- 12' d' #' 7 1/2' 1. 7' 12' 12' 1 porrow) 12' N/A WA WA IZ' N/A 12' NIA 11' NIA I2• NIA 12' I2' 1(IOP) ANCHORS LEGEND 12- 5- WA 12• 12• !0 12" 8" 11" 7 1/1• 12- Y /m NIA NIA 2. nI o ANCHOR 12' WA WA N/A 12' WA 12' WA 12' WA 11 NIA NIA N/A J(w) ANCHORS MIN. 12' s• NIA 12- 12' l0' J2' e' fz" 7 I/2' 72' Y NIA WA 5(BOnOI) TYPE SPACING E. 0. =EDGE DISTANCE 66.0,-780 f1' NIA WA WA 12- WA 1Y WA IV WA 11' WA NIA NIA t(70P) -0'M 1-6 12' 4- NIA 12' 1.- 10 12' 8" 12" 7 1/2- 12- r WA NIA 4(6080..) TAPCON/ 4.0' R4NELMATES 12' WA WA WA 12' WA f2' WA IY- WA 12' N/A WA NIA S DaP) 10 1/2' WA WA "1. 12- g• 12' 40 12m 4• 1O I/2' 4- WA WA 5(80770.) CALK-IN 2.5 rr 11 1/2- N/A NIA WA 12" N/A 12' WA 12" NIA 10 IA' WA WA NIA 6(w) 9. WA NIA WA /2' WA 12' N/A 11 1/2" WA 8- NIA NIA NIA s(BORu10 SOLID-SET J.5, rl 1/2" WA N/A WA 10 1/2• WA It 1/2• NIA 10' NIA Y NIA NIA. NIA 7'(IOPIBOnOm) 318 0 RED HD. 4.5" WA NIA NIA NIA N/A NIA 12' a- 12- 6" 12- Y 12' 12' 8(RWIBOT7um) DYNABOLT SLEEVE \ ',iaypitiiDl)iIl jjf�y�0A7 PA (PsI)rN'wcn'°-ar wms mn m,s>QIr oA1e-nu Js. .uuRlwe nvvuas .vE vA.vinc 1vc ww-« mm-s<r ��/• 1amrAr nm CRETE FLEX S54 6.0" ro aoc¢1E ro max m mszt<1r ro max ro moss m ear m nrvalc m macs m caAralr ro mea or rrrE. oe I2• WA N/A N/A 12' NIA 11' N/A 12' NIA W WA WA WA I DOW) _ �70 _ 12' 4' WA 12' 12• s' 12' r 12- s" 12, s' 1. 12' 1(sorra.) -SEE NOTES ON SHEET 8&9 OF 9 - 12' NIA WA WA 12" WA 12• WA 12' NIA JY WA 1z' 12' z(10P) FOR ANCHOR TYPES&SPACING FOR ? '. �=• INSTALLATIONS IN70 WOOD FRAME BUILDINGS .• %1/F�(� 12- d' N/A 1T' 12- 9" 12" 7" 12' 6' fY 6" NIA N/A 2(wnw) 12- NIA NIA NIA 12" NIA 12' NIA 1- WA 1' WA NIA NIA ]DOW) F..t(,CJ�(.OiDi^ .;•`�`�.±�` 12' 4' WA I2- 11' 9' 11' Y 11' 6' I2' 6' WA NIA 317-6'70 B-6) 880,-70.0 12' NIA NIA NIA 12' NIA 12 NIA 12' WA 12' WA NIA WA 12- 4" N/A 12" 12' NIA 12' 7' 12' 6- I1' 6• WA N/A I(BOIIOW) JY NIA WA N/A 12' NIA 12' NIA 11" N/A 12" WA NIA NIA 5(w) FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zane) B' NIA WA 6' 11" N/A I1' NIA If' ]• B' 3' NIA N/A 5(BotO) 02015 TILIECO.INC. 0.030' THICK GALVANIZED BERTHA STEEL r.R.L 10" N/A N/A N/A 11' N/A 12' N/A 11" N/A 9" N/A N/A ry/q B(IpP) STORM PANEL (2.25 DEEP) DRAWN 6Y' 8- NIA WA NIA 12' N/A 10' NIA !0" N/A r NIA WA NIA 5(Bono.) 1 C EASTERN METAL SUPPLY, INC o.T/�zd�/.fs Y WA WA WA 9" NIA 6' '` ` C N C. WA 9' N/A )0' WA N/A N/A 7(10°/B0R[WJ 4289 WEST ft0A05 DRIVE 77LLR TESTING&ENGINEERING COMPANY WEST PAW BEACH,RL 35407 WA WA NIA WA NIA WA I2' Y 11• B' I2• 6' 72' 12' B(IOP/B07fOM) 8189 N►.Jea Sm Jai NpfSM 4X40?,n Ylae PHONE.(561)533-6061,FAX:(561)508-4780 15-048 Rm.:(.T65 -15T0.Tm:(wsblr-rvl EB-0006719 � �� ORAW/1.0 No WALTER A P Jr.P.E 4YD rl-Tv a42rn5 An - - FLORIDA L2 d 44167 SI/EET 7 Or 9 1/d m LAG SCREW® - 7/e•x J/J2• 6'O.C W/I 1/2'Yin. THREADED 1/4WING N .0-20 ELCO moh/remo/m 12'O.C. PENETRADON TO EXISTING WOOD HEADLA. ELLNTE OR Male PANLLN7E PLUS WC00 7R11S5E5 OR RAPIER ® 12"O.c. W/ M,A. THREAD 0 24 0.G REDU/RED 1 Cont 3132 J/J2" I r/a•0-20 S.S BOLTS 0 MING Nur o I I 3 12'0.G W/NUT h WASHER EVERT'SND® I 1 u o 12'O.C (SEE SCHEDULE) -2Wi C� 1'Nin. tDR Min. m ' " I I SEPARATION TO N p N I EXISTING GLASS 2 0 I t4 2 2'x 6' I 2• i ! I '�� WOOD Ofd( 1'x 4'x r/e'(1W) K, h I k -1- 9 I 2�. REQUIRED 6065-75 Alum.TUBE 4 I Cant I (NO RWSH W/(2)5/16'm "•":+ Cane ,. .500' I* �- uA OR 7roRl/SSHLOGTE :�. I o �'.n. I 1 0 q 1/4b x 3/4' N�q SCREn AT NIDIYD7N rOF A 1WOOD HEADERI 2 1 WOOD HEADERI 3 I71Y BUILDERMfc REQUIRED I 1 R£DNRED o I ®6 QCT 1 Cone W/2 r/2'!r.7FBiFi1DED ,ix 1(SEE SCHEDULE) I 19 n i I Pl7tE7Rallay. (SEE SCHEDULE) G I FOR M;n. i C 1• (SIF SCHD..E) i t I FOR M'n.SEPARATION I ISEPARA77ON TO I o 1/4'm LAG SCREW FOR Min. 1 TO DU577NO GLASS I IEX75RNG GLASS I 2 W/1 1/2 Min. THREADED 1 SEPARATION TO j j yw PENETRATION A 4-O.C. I CUS77NG GLASS 1 4 1 1 j I I ALTERNATIVE 1 ALTERNATIVE 3 ALTERNATIVE8 ALTERNATIVE f0 P°wEt"LnO-8'o6-1)P0 4 WOOD TRUSSES OR RAFTER (SEE SCHEDULE) , S " 0 24'0.G.REWIRED FOR A6n.SLPARARON m SEE SCHEDULE, j 70 EXS77NG GLASS I 1 FOR dGh 1 (5f£SCHEDULE) I 1 I� SEPA21770N 70 I I j O EMSRNG CLASS I FOR Min. 1 I 2 I I SEPARAWN TO ( ALTERNATE I 7 W I EYJS77NG GLASS 2',6' 1 LEO WOOD DECK LOCARON I .SW I RECUIRED ALL ALLOWED) 1 I � w cont 0 M/DWID7N OF PLATE t14-1 r J/4' T'x a'x 1/8' ) 8 j z BUILDEX 6053-0 Alum.cont I Wppp .1/a'o-zp Eteomale/female SCR ASw/(zl 5/re•oANEUW7EOR Nola PANEUTA7E PLUS .O.C. LAG SERE%•PU77E 0 12.O.C. W/1 7/B"A6n. THRE40M 8 SCR?M AT Yf 7HOFTEREWIRED PENETRAON. RAFTER//4'/-20 x J 4' $£E SCR�flLE) i MLOwtm E0 EQ 1/a-0-20.J14- BOLTS / ! FOR Un. P/2 1IGn.7N BOLTS W/7/9 7"Min. J/J2"WING NUr I - 1 SEPAPABON TO I 1/4'mGAC SCREW 3/J2'WING NU7 •o ®12'O.O I EXISTING GLASS I W/1 1/2 bin.IT7REAOED ®72 0.C. y 1•N�, 1 1 1/4'm-20 x 314' PENETRATION 0 4'O.C. lam®20 S.s. I I BOLTS W/7/8 x 12"0.C. W S'0.C, T ALTERNATIVE 4 \y, "'R"'W"�T�• ALTERNATIVE 2 OD SND/ 1/4"m LAG SCREW 0 (Mar.DESIGN Ld10=t 61.0 ps/ 24'o.C. s-D.c.w/1 1/2'M..THREADED ALTERNATIVE 11 Max.PANEL LOAD-B'—D') CEILING & FLOOR MOUNTING INSTALLATIONS VIRED PMEM77ON N ODS77NG WOW HEADER SECTIONS B SCALE: 114"_ 1' NOTE FOR COMBINATION OF SECTIONS: FLOOR/WALL/CEILING M0UN77NG SEC17ONS CA]BE WALL MOUNTING INSTALLATIONS COMBINED IN ANY WAY TO SU4T.%INSTALLATI ALTERNATIVE 9 SECTIONS A SCALE: 114•= 1• INSTALLATION DE.A ..\QVs•.. S"< *� .I NG WOOD BUILDINGS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) NOTES. _ IYC 44`67 02015 MIECO/NG 0.030' THICK GALVANIZED BERTHA STEEL r.R.L' _ STORM PANEL (2.25'DEEP) DRAWN M' 1. INSTALLA77ONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE R477N -1A. s o5/s4/15 AND MAX.PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT n= EASTERN METAL SUPPLY, INC DATE THAT FOR ALTERNATIVES 2 AND 3 A Max.PANE,LENGTH OF 8'-0"AND A -G +'7•- I L ECO 1 NC. 42L;a 4467 ROADS OWaE Max. DESIGN LOAD OF f 61.0 PSF SHALL BE USED. ��' Tmur TESTING&ENGINELROlG cOMPANV WEST PAW BEACH,FL 35447 i5-048 ,�}�_ 6A3 NK 36ln 3 Sm.to;M+mu al4 Ft 31166 PHONE(581)95-0081,FAX:(561)588-4700 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERNkr C': ^�"' L•1QS�'-1f0 '/•'65x'7-"" ORAwiAc No PINE No.2, W/SPECIFIC DENSITY OF 0.55 0R EQUAL. a I E ,`` WALTER-.10671 Jr.P.EYa( tT11lNTili1111 FLORIDA U./x4167 SHEET 9 or 9 Florida Building Code Online Page 1 of 4 T'l"M I'll �lofida Depa:rtmE0N BCIS Home Log In j User Registration i Hot Topics Submit Surcharge ( Stats&Facts Publications FBC Staff ; BCIS Site Map Links Search Busines �' ) Professilal ) roduPct Approval .UPSER: ublic User Regulation 11. Product Approval Menu>Product or Application Search>Application List>A tion Detail FL# FL251-R26 Application Type i n Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived sJ 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 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 09/14/2015 Date Validated - 09/17/2015 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 Florida Building Code Online Page 2 of 4 Date Approved 09/20/2015 Date Revised 03/15/2016 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 FL251. R26 C CAC 14-0123.11.Ddf 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 FL2S1 R26 11 14-0123.11.1)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: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.pddf 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 R26 II 15-010607 HP.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: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 1S-0609.11.0f 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 R26 11 15-0609.11.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: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1-2.51. R26 C CAC 14-0128.11 Door.Ddf 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 R26 II 14-0128.11 Door.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: 251.5 SGD-770HP(Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.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. R26 11 15-0106.08 HP LM.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 R26 C CAC 15-0106.09 HP SM.odf 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 R26 I1 15-0106.09 HP SM.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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2S1. R26 C CAC 1S-0609.12.0f 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 R26 II 15-0609.12.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: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf 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 R26 1I 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-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL2S1R26 II 15-0409.02.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: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 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 R26 rI 15-0612.06 Lhl.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: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.07 SM.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 R26 11 15-0612.07 SM.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: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251.R26 C CAC 15-0409.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.04.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: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 bm... 3/17/2016 Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.02.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: Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 mall.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: securit•:urrtuc.' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 GENERAL NOTES'SERIES 5570&2770 LARGE MISSILE IMPACT-RESISTANT,VINYL,REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.THE RIGID WHITE,BROWN&TAN PVC VARIES, LARGE&SMALL MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090"SENTRYGLAS®(FORMERLY KNOWN AS SENTRYGLAS®PLUS), PVB--.090"BUTACITE PVB: 1-1116"NOM. 1-1116,140M. GLASS TYPE A:3/16'HS GLASS+.090"SG INTERLAYER+3116"HS GLASS+7116"AIR SPACE+3116"T CAP 7116"AIRSPACE 7116"AIRSPACE NOTE: GLASS TYPE B:3/16"HS GLASS+.090"PVB INTERLAYER+3116"AN GLASS+7116"AIR SPACE+3116"T CAP BACKBEDDING GLASS TYPE C:3/16"HS GLASS+.090'PVB INTERLAYER+3116"AN GLASS +9/18"AIR SPACE WITH HEAT-MIRROR FILM+ 3116" T CAP 3116•HS GLASS 311VAN class SURFACES APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. INTERLAYERS MAY BE MANUFACTURED BY E.I.DUPONT DENEMOURS& 3116"HS GLASS 3116•HS GLASS SHALL NOT BE PAINTED OR CO.,INC.OR KURARAY AMERICA,INC. LAMINATED. 3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS; NEXT. INT.). ,090.PVR IEKT. INT.► .0D0"SG INTERLAYER INTERLAYER 3116'TGLASS 1/4"ELCO ULTRACON OR 1/4"ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. 7116, 9116'TGLASS 7116' pAINTEDI LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X NOM 76 8 NOM 76 81 (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK O GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 716' i i 8 78 ne i i 78 79 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. B TEs 1 I 3 BUSES 1 a 1 3 NOA DRAWING MAP 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS), I 1 (MAX.1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND 71 1 71 2 77 SHEET TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GENERAL .........1 3 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE'IN' LAMINATED GLASS TYPE"B" ELEVATIONS..................2-0 SG LAMINATE, SURFACE PVB LAMINATE, 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS(DASHED UINES) INSULATED GLASS HORIZ.SECTIONS.........5 EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE VERT.SECTIONS...........6 OF THESE INSTRUCTIONS. 1.3116•NOM' ACCESSORIES...............7 9118'AIRSPACE DESIGN PRESSURES 8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3116 nNcuss PARTS LIST..... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116•HS GLASS CONFIGURATIONS........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33 1/3% 1 EAT-MIRROR FILM PANEL TYPES................13 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO 4EXr INT► WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ow PvB 311V GLASS CORROSION RESISTANCE. INTERLAYER — 7116'_ 74 PAINTEDI LAMINATED 9)SHUTTERS ARE NOT REQUIRED. NOM ' SURFACE(DASHED 716• I a 1 80 LINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL CONFIGURATION LSITEA FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". 1 3 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10-002-792(A)&10-006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NOA; ELCO 71 2 CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC 3 PER CURRENT NCA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM GLASS TYPE'C" ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY WITH HEAT-MIRROR FILM GLASS a`m°wpW ew.V1sEu plyl"y"h\Ire Plorlda KNOWN AS THE 2870 SERIES.THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES. BuWl�co4 AsyWes N�f S—U U2. INSTRUCTIONS: RmboeBY pate; Revblon: Etpiwim OW A fla IG MENTS FOR THE 1 S KNOWING THE GLASS DOORS RMAY BED DETERMINED FROM THE DESIGN THE SSUREOTABLESU OER GLASS TYPES B `0 LYNN 1dl i� M, dDo L ,W ��v << J.R. 03/18/15 RENAMED 570 ` ,�`.•'`\Gf:NSt; '•.'phi' Revfae4tiy. Onb: ReHUon: OR C,USE TABLE 3,SHEET 9.FOR GLASS TYPE A,USE TABLE 2,SHEET 8. 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Nu g6705 J.R. 11I05/13 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. _ = p srnel 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, _ //11-- ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. = D'A oI IS r w, GENERAL NOTES&GLASS TYPES J ROSOWSKI 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN - '•• ST TE OP :'_� 1070 TECHNOLOGYORIVE m, p9ta PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. �'�` '•• FLORIOP,•�G�; N.poleoxFL f e27s VIN Y� SGD INSTALLATION GUIDELINES 11/18/10 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. �'��SS f�NA� NOKOMIS,FL 34274 S.*~-I.l s snooe pn No. Rev. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. �!eYNNIMILLE)'P.E. 5570/2770 NTS 1 OF 13 MD-SGD570-01 C P.E.968706 CERT.OFAUTFl.X28288 2-TRACK CONFIGURATIONS ----------- _ 6" DETAIL C2 MAX.. DETAIL THIS SHEE THIS SHEET DAYLIGHT OPENING IDLO,FORMULAS AN ANCHOR DETAIL E ANCHOR ZL APPROX.6', DETat A DEraR 1 DETAIL 82 DETAIL D HEIGHT:PANELHEIGHT-a-9118` T LOCATIONS FOR NONSTRUCTURAL DETAIL LOCATIONS FOR 4EXT. .I BYPASS (HEAD SILL) THIS SHEE HIS SHEE --�_— THISSHE THISSHEE ' ' NEXT. CONDITIONS.POCKET 111 PANEL HEIGHT FRAME HEIGHT-2.5' -- ' CONDITIONS. ( ANCHORS INTO — PANELWIDTHDTH •� : P- OOK. O.C. ! 12'MAX.O.C. H .�_ �� ' DAYLIGHT OPENING WIDTH 1 ANCHOR a CENTEROF 1 ANCHOR@ CENTER OF DE7m 4 DAYLIGHT DETAIL Bi EACH PANEL.SEE TABLES DETAIL Gi EACH PANEL SEE TABLES t • SHEET OPENING ///))) HEIGHT *, ON SHEET$859. ON SHEETS 869. DETAlLE EXT.T THIS SHEE 'X`OR'O' 'X' 3.2"9•MIN.O.C, PANEL TYPE PANEL TYPE 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF POCKET DETAIL i E7aL 2 DETAIL 82 EACH PANEL SEE TABLES ON DETAIL G2 • • EACH PANEL SEE TABLES BY y SHEETS 6 6 9. ON SHEETS 8 8 9. SHEET 5 SHEET ExT� Exr.� -- OTHERS J __ 4'MIN.p.C. (UNDER PANEL 4'MIN,D.C. SEPARATE • DETAIL HEIGHT DLO SHEET 3.219•MIN.O.C. APPROVAL) CLUSTER OF 3 7 DETAIL 5 ANCHORS @ STILE CLUSTER OF 3 SHEET 6 / DETAIL Ci [HTERSECTtONS. ANCHORS @STILE INTERLOCK DETAR • • INTERSECTIONS.SEE I SHOWN SHEETS 8 9. ) EXT.T .:, SEETABLES. TABLES ON SHEETS 889. SOF _ SOF & EXT(:'':',>-: .=: PANEL PANEL W MAX. ,j• (@ HEAD —•h 4'MIN,O.C. ! - &SILL) 4•MIN.O.C. '__�___-..___—___s^ -' 4'MIN.O.C. _ __ _ 6"MAX, nETAIL CZ (HEAD 8 SILL) — (HEAD a SILL) CLUSTER OF DETAIL 2 ANCHORS @ STILE CLUSTER OF 5 ANCHORS THIS SHEE DETAIL F 2.375'TYP. INTERSECTIONS. @ STILE INTERSECTIONS. DETAIL I DETAIL H1 ---_ SEE TABLES ON DETAIL H2 • SEE TABLES ON SHEETS HIS SHE THIS SHEE EXT.' SHEETS 8 8 9. F,(1'.� 5 S 9. DETAIL H2 ... �'•--•^V`•---•^'� _ HIS SHEE IS•2 ANCHOR 3.2"9'MIN.O.C. C3.1 ANCHOR CONFIGURATION SHOWN; 4'MIN.D.C. CONFIGURATION SHOWN; W MAX. 6"MAX. (SEE APPLICABLE DP +---------- (TABSEE LES 2 2,3 4)PLICABLE P (TO END OF (TO END OF TABLES 2,3OR 4) ATTACHED JAMB ATTACHED JAMB DETAIL D DETAIL F 1 ANCHOR @ NOTES' t ANCHOR @ SILL ENDS. 1)FOR CONFIGURATIONS,SEE SHEET 12. STT HEADENDS. EXT.r 2)FOR ANCHOR EMBEDMENT, EEGE DISTANCE D ABLE I SHEET S. 3)DAYLIGHT OPENING(DLO)FORMULAS: NOTE:SEE TABLE 1,SHEETS FOR ANCHOR EDGE DISTANCE AND EMBEDMENT-. WIDTH:PANEL WIDTH-5.9!16' HEIGHT:PANEL HEIGHT-8.9!16' PRODUCT Ht VRsED 4)PANEL HEIGHT FRAME HEIGHT-2.5' u complying whh she if�.riA. --•— 11 I I I 1 8otdtny Cade 1.725 JN \��t N�LYVN/y/��/i� R.+*WBY• Dsta: Ro*k.. Vit! ;be LE9� _6 6�6 Z `�\P�'�O•'41GEN$ '`�'F.Q�r� (= J.R. 0.3/1$/15 N/A THIS SHEE _ •.• .% R.YfWBY Deco: RovWm: OQ IMICesW tdo.367osJ.R. 11/05/13CORRECT DLO 1.375it ® DespfplYxn Drown Sy: EXT. •19p" �`.• {E $ / ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI EXF(OR1O�'.•'• �� f070TECHNOLOGYDRfVE Aho: Data: WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @SILL ENDS /S��IQPll1�• 1NpKOM(S,FL 31274N.VENICE,FL 5 VINYL SGD INSTALLATION GUIDELINES 11/1 S/10 A.LYt'�t){�It.lE1R,P.E. 9erba"fbdok Smlc: $ hs•C CRw1ng No. Rar. P.E.968'0R CERT.OFAUTHp29295 5570/2770 NTS 2 OF 13 MD-SGD570-01 C 3-TRACK CONFIGURATIONS APPROX.6, DETAIL DETAIL DETAIL C1 DETAIL BZ DETAIL CZ DETAIL D NON STRUCTURAL+{ {.— THISSHEE THISSH•E THIS SHEE- HIS SHEE THIS SHEE_ THIS SHEE (HEAD&SILL) 6' 6'MAX. MAX. .. DETAIL E ANCHOR I• DAYLIGHT De7aLA ANCHOR 4EXT. LOCATIONS FOR OPENING f. LOCATIONS FOR BYPASS WIDTH POCKET CONDITIONS. j • / DETAIL 4 CONDITIONS. 21.6' I SHEET 5 ANCHORS INTO MAX. 12'MAX.O.C. P-HOOK. O.C. DETAIL S i • THIS SHE 'X'OR-0' 'X' W OR'O' PANELTYPE PANELTYPE PANELTYPE 1 ANCHOR @ 1 ANCHOR @ POCKET • DETAIL 1 ' CENTER OF EACH DETAIL G1 CENTER OF EACH BY SHEET 5 DETAIL B1 PANEL.SEE TABLES PANEL.SEE TABLES OTHERS ETAIL 2W ETAIL 27Rr -' EXT.T ON SHEETS 8&9. EXT.T _ - ON SHEETS 8&9. (UNDER SHEEP SHEET DETNL3 PF 4'MIN.O&ANCHORS@ SEPARATE / SHEET APPROVAL) ASTRAGAL INTERLOCK • HSHOWN 2 ANCHORS @ DETAIL 54.75"CENTER OF EACH CENTER OF SHEETDAYLIGHTDETAIL 82 ACH PANEL.SEE TABLES \ OPENING O.C.PANEL.SEE TABLES N SHEET58&9. LEXT. ON SHEETS 8&9. EXT.V I • OF IOF HEIGHT 1 I 3.219'MIN.O.C.— 4'MIN.O.C. _{• P NEL _ PANEL I@ HEAD !' _- ANCHORS @STILE CLUSTER OF 3 _ }_ DETAIL C1 INTERSECTIONS. DETPIL H1 ANCHORS @STILE (HEAD&S LL) ~ \ - — I 6•MAX., EXT SEE TABLES ON INTERSECTIONS.SEE DETAIL G1 DETAIL 2 DETAIL H1 DETAIL GZ ~i (HEAD&SILL) SHEETS 6&9. EXT.v TABLES ON SHEETS B&9. �r THIS SHEE HIS SHEET THIS SHE IS SHEE DETAIL F HISSHEE *4'MIN.O.C. 3.219'MIN.O.C. C5,1 ANCHOR CONFIGURATION C3.2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE OP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C. TABLES 2,3 OR 4) TABLES 2.3 OR 4) "3.219'MIN. ' CLUSTER OF 5 J$MBANCHORS@CLUSTER OF 5 ANCHORS 1.1254,75' STILE@ STILE INTERSECTIONS.O.C. INTERSECTIONS. 2.37SEE TABLES ON SHEETS_ —_ SEE TABLEB ON888. EXT.T SHEETS 8 8 9.2 3.219'MIN.O.C. O.C. 6"MAX. 1.375 8•MAX. (TO END OF (TO END OF ATTACHEDJAMB •1�•ATTACHEDJAMB - EXT.7E . rkoDUCTkt VII•ED DETAIL D DeiaL F 1 ANCHOR @ u eolnpyln0 wile tFe FlnrM. 1 ANCHOR@ SILL ENDS. 9.Wm Code EXT. HEAD ENDS. EXT. WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN SILL ENDS � � H• _0 5-c' Ravbed BY:5 I;I";FDoro: Revtabn: Eepintioi Date `"``'ONV LYNN/y7��''i,� J.R. 03/18/15 N/A THIS SHEE 1q ��'��,.•'�10ENSF '•,�'Q :. RevBed BY. Det.: RevIsfon; NMteld a eef CeoW Noies: ��:' ND.s8705 ` J.R. 11/05/13 DETAIL 1)FOR CONFIGURATIONS,SEESHEET I2. - ® D.-dpu- OleWnBY- 2)FORANCHOREDGEDISTANCEAND = l u ' c>!- ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 6. - -0 61 IS al 3)DAYLIGHTOPENING(DLO)FORMULAS: P STATE OF �= 1070 TECHNOLOOYDRIVE Tmw Dor.: WIDTH:PANEL HEI PANEL HIE GHT-89818' U� FLpR1pP,•' G�.,` N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O.BOX 1529 4)PANEL HEIGHT FRAME HEIGHT-2.5• ',��ss/ NOKOMIS,FL 34274 Sml.; SII.ae pr.xirg N.. Rm.. A�LYNN MIL'L�R,P.E. CERT.OFAUTH.#29296 5570/2770 NTS 3 OF 4 3 R,D-SGD570-01 C P.E.85B705 4-TRACK CONFIGURATIONS DETAIL C, APPROX.B', DETAIL DETAIL , DETAIL 2 DETAIL BZ "AIL NONSTRUCTURAL•-� Imo- THI6 SHEE TH13 SH THIS SHEE - THIS SHEE H196HEET THIS SHEE (HEAD 8 SILL) I 8'MAX MAX. T' ,"_/ �_."• DETAIL E ANCHOR ' DAYLIGHT - -- -- -- -----1 DETAIL A ANCHOR + LOCATIONS FOR i • OPENI G WIDTH / LOCATIONS FOR 4EXT. BYPASS ♦EXT. " 7 POCKET CONDITIONS. I CONDITIONS. 21.6' DETAIL 4 ANCHORS INTO MAX. SHEET / 12'MAX.O.C. P-HOOK. O.C. I . DETAIL I HIS SHEE I X'OR'O' X' X' 'X'OR'O' PANELTYPE PANELTYPE PANELTYPE PANELTYPE //�I DETAIL GI 1ANCHOR @ POKY ET / ' • DETAIL, E7aIL ETAIL2 "-_� 1 ANCHOR @ CENTER OF EXT CENTER OF EACH SHEET SHEET 5 SHEET -- EACH PANEL.SEE OTHERS DETAIL B, ON SH ETS TABLES j TABLES ON SHEETS 8 8 9. UNDER � � DETAIL 3 EXT ON SHEETS880. SEPARATE j SHEET APPROVAL) INTERLOCK ASTRAGAL / INTERLOCK SHOWN SHOWN SHOWN DAYLIGHT DETAIL 5 OPENING 2 ANCHORS @ SHEET 5 HEIGHT CENTER OF 4'MIN.O.C. 2 ANCHORS @ CENTER OF 4.75'EACH PANEL. a DETAIL B2 O.C. SEE TABLES DETAIL G2 EACH PANEL.SEE TABLES _ _ OF ON SHEETS 889. OF _-- "" PANEL ON SHEETS EXT PANEL (@ HEAD EXT. B 8 9. ,{'' 8 SILL) 3.219'MIN.O.C, _-_______-___1_.�• — 3.219'MIN.O,C. 4'MIN.O.C. \ I 6'MAK, _ (HEAD 8 SILL) - 6'MAX., CLUSTER OF 3 DETAIL G, DETAIL H2 DETAIL DETAIL G2 (HEAD 8 SILL) DETAIL C, ANCHORS @ STILE CLUSTER OF 3 IS SHEE THIS SHEET THIS SHEE HIS SHEET pETA1L F EXTAP INTERSECTIONS. ANCHORS @ STILE SEE TABLES ON INTERSECTIONS.SEE �J � TI THIS SHEE SHEETS 8 8 9. DETAIL H1 TABLES ON SHEETS 88 9. CSN ANCHOR CONFIGURATION C3-2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP EXT.7 TABLES 2,3 OR 4) TABLES 2.3 OR 4) 4'MIN.D.C. 4'MIN.O.C. 5.219"MIN.O.C. 4'MIN.O.C. 1 125 JAMB CLUSTER OF 5 DETAIL H2 - __ ANCHORS @ STILE CLUSTER OF 5 1.000' 4.75' INTERSECTIONS. ANCHORS @ STILE O.C. SEE TABLES ON 2.375'TYP. INTERSECTIONS. --- SHEETS B 89. SEE TABLES ON SHEETS 8 8 9. DETAIL '2 EM'S 1.376 EXT. 3.219'MIN.O.C. 3.219'MIN.O.C. .500' 6'MAX. .190' \T �•1 (TO END OF 'ATTACHED OF EXT. EXT.V f r auFRODU� wNvLNED �it(lorldc ATTACHED JAMB - ATTACHED JAMB 1A00' B.Wkg!a& oerruL 1 ANCHOR@ WEEPHOLE PATTERN 24"O.C. WEEPHOLE PATTERN SILL ENDS 4�M OZ EXT. SILL ENDS. @ `�IB��— �`1'b DETAIL (ANCHOR@ 1� i� Re�badBy. pate Revlsbn: EXT HEADENDS. \\\\0��.( I.YNI\I�j�� , J.R. 03/18/15 N/A THIS SHEE MkW Dade - C��••''�1[;ENSt; '•.(�'}) i Ra&wW. pate: RG*A.: sa7u _ J.R. 11/05/13 DETAIL E rsp. � NOTES: p.xn By. i)FDR CONFIGURATIONS,SEE SHEET 12. - y,'►[-«� - ® D°e°p8m' 2)FOR EDGE DISTANCE AND (L'- ANCHOR LOCATIONS�4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 8. ;,jam'• 6 (Ob�S Lu Dale: 3)DAYLIGHTOPENING(DLO)FORMULAS: S TE ( �" 1070TECHNOLOGYDRIVE Title: _ WIDTH:PANEL WIDTH-&9116' 'G�` '•.,1'LORLP?'•' ��` N.VENICE,FLJI276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 HEIGHT:PANEL HEIGHT-&9116' i,F .... G P.O.BOX 1529 4)PANEL HEIGHT=FRAME HEIGHT-2.5' �i�sS�pNr\�.Fri ` NOKOM(A A.34274 BhwL. dewhlg No. Rav: A!LYP.E.q 50705 NN;h11LLEi,,P.E. CERT.OFAUTN.a292BB 5570/2770 NTS 4 O 13 MD-SGD570-01 C DETAIL 1 PgTAKm IDETAIL 20 DETAIL.3 INTO MASONRY ASTRAGAL INTERLOCK1X OR 2X WOOD INTO MASONRY BUCKSTRIP,SEE CONCRETE[CMU TYP.ANCHOR TYPE,EMBEDMENT AND EDGE OR IX BUCKSTRIP NOTE 4.SHEET I PER ANCHOR DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 6 REQUIRED IF DO REQUIREMENT EDGE 41STANCE 36 ASTRAGALADO-ON 8 9 4 5 HEIGHTISOVER96- CONCRFTEJCMU NONSTRUCTURAL 3 ASTRAGALADD-OHREINF. PER ANCHOR J /—A • NCHOR 0 510 X 2-V2'SMS 35 REQUIREMENT OPTIONAL REINFORCEMENTSCREW;8 EMBED- 4. EMBEDMENT ENT,,- PER ASTRAGAL, UI EQUALLY-SPACE 7' 1/4' FROM ENDS(FACTORY TYP.ANCHOR TYPE,EMBEDMENT MAX INSTALLED}. AND EDGE DISTANCE PER SUSSTRAfE,SEE TABLE 1.SHEET 6 35 II a 6 7 INI 7 37 2 10 INTERLOCK EDGE EOCKET 6 7 ASTRAGAL EXTERIOR DISTANCE BOX SCREEN P-HOOK LOCKSTILE lu 9 FOR ANELWIDTH 100 6 LOCKSTILES, PANEL WIDTH 114'MAX. ASTRAGALS. DOOR FRAME WIDTH FIXED TYP.ANCHOR TYPE,EMBEDMENT STILES AND 1/4-MAX. DOOR FRAME WIDTH AND EDGE DISTANCE PER HORIZONTAL SUBSTRATE,SEE TABLE 1,SHEETS RAILS __T Is]SEE NOTES EDGE EDGE — v 3&6 DISTANCE #6 X 3W SMS REINFORCEMENT DISTANCE BELOW SCREW;3PE LOCATED R RAL. ATCENTEFILNEAND S FROM ENDS(FACTORY INSTALLED) FOR RL TYP.ANCHOR 2-3/6'ROW KOH TYPE, 8 INTERLOCKS EMBEDMENT SPACING 2-318'ROW ONLY C:T------L, AND EDGE 8 SPACING DISTANCE PER SUBSTRATE SEE TABLE I.SHEET EDGE ' EMBED- DISTANCE FIXED PANEL CLIP MENT ANDANCHORS SEE 116 1 c6NCRETEICMU DETAIL SHEET STANDARD SCREEN PER ANCHOR EMBEDMENT2X WOOD BUCKSTRIP EMBEDMENT FIXED STILE Ill REQUIREMENT OR FRAMING,SEE TYP.ANCHOR TYPE.EMBEDMENT J __114" MA)L NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP PANEL WIDTH EXTERIOR 25 EDGE SEE TABLE 1,SHEET 6 OR FRAMING,SEE DISTANCE NOTE 4,SHEET I DETAIL 3 DETAIL 20 DETAIL 3 NON-STRUCTURAL INTO WOOD INTERLOCK INTO MASONRY EMBED- ANCHOR RODUCT klKVWW MENT 1/4' .ctimp4ylng MKS D.Idkg C.& MAX, NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK --------�—' _TF CONFIGURATIONS. Ro*WW. Data. OPTIONAL 2)SEE SHEETS 24 FOR ANCHOR LOCATION&SPACING, LYN.N @P-HOOK ...... .... J R 03118115 N/A THIS SHEET 3)SEE TABLES 2-4 FOR REINFORCEMENT N ,*,jNr REINF. !�'., ENSt of Dade 00 PLATE(12'LONG.@ REQUIREMENTS. V.* ReH4edl7y: Date: Ra*tw. PANEL MIDSPAN 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIREDlr AT ALL FRAME ANCHOR LOCATIONS. 58705 J.R. 11/05/13 N/A THIS SHEET 46 P-HOOK 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR Dvswpwfi: Dm`1 REINF. EXTERIOR ASTRAGAL ADD-ON. HORIZONTAL INSTALLATION DETAILS 'JROSOWSKI PLATE SMS, POCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE r 15; #iOX 1-1/4* P-HOOK F' • FULL LENGTH OF THE EXTRUSION.REFER TO TEST '1A7E 1) 1070TECHWLOGYVRW Pft DOW (5)02-sir O.C. REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 FDETAIL71 P.O.BOX 1529 NCKOMI�,a$4274 —T NTO�WOOD P.E.uYNMMItLEk CERT.OFAum Mm 6570/2770 NTS 1 5 OF 13 1 0MGD-NSo'GD570-01 C DETAIL 4 IMO MASONRY DETAIL 4 I DETAIL 4 IX8UCKSTRIP E_�W_p� DETAILj_ TYP.ANCHOR TYPE.EMBEDMENT AND INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND IMOAtUMINUM CONCRETE @ EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE.EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, HE PER ANCHOR SEE TABLE 11,SHEET 6 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 6 REQUIREMENT,SEE 2-31W EDGE DISTANCE PER SUBSTRATE, tlalm[N.6063.75 TABLE I•SHEET 6 SEE TABLE 1.SHEET 6 SEE TABLE 1.SHEET 6 EDGE 8 %U ... ALUMINUM _�_T I EDGE EDGE 2-3/8' 2_318' EDGE DISTANCE ALUMINUM SUBSTRATE ROW I SPACING DISTANCE ROW ROWDISTANCE EMBED-" DISTANCE SPACING SPACING MENT. EMBED- MENT A .L MAX. TI/Ir 114* MAX. 8 MAX. METAL SUBSTRATES TO BE PROPERLY DESIGNED 100 TO TRANSFER LOAD IMPOSED ON THEM 0000 TYP.ANCHOR TYPE,EMBEDMENT AND IXOR2X 411 #8X314,EMS EDGE DISTANCE PER SUBSTRATE, WOOD REINFORCEMENT SCREW, TABLE 1,ANCHOR TYPES: SEE TABLE i,SHEET 6 R 7 90 �iAGA STEEL STUD ORA36 110 AT STRUCTURAL SEE CENTERLINE 06'.S'& EDGE STRUGTURALSTEEL NOTE 4, 12-FROM ENDS(FACTORY Type Substrate Anchor MInImum Mi..Edo. DISTANCE SUBSTRATE SHEET FOR INSTALLED). Embedment Distance LOCKSTILES P.T.Southern Pine 012 Sheet Metal Screw(06) 11-3/8" 314— ASTRAGALS, a (BG-.55) 1W Elco UltraCon 1_11r 1-314- EXTERIOR FIXEDSTILES AND 79 A Aluminum, Elco Crolo-Flax SS4 11-11M' 1-314' HORIZONTAL Aluml ,W63-TS min. 012 Shoat Metal Screw(05) 0.125" lir II II RAILS Steel Shd,Or.33 min. #12 Sheet Metal Screw(G5) 169a(0,04511). V21 it UH 436 Steel 012 Sheet Metal Screw(05) 189a(0.0461') 112" DETAIL 4 SILL RISER VARIES 1 P.T.Z WITH REQUIRED B Southern Pine(SG=.55) #12 Wood Screw(G5) 1316" 314' INTO STEEL or Z POSITIVE DESIGN concrete(min.2.84 ki) 1/4'Elco UffmCm 1-3f8• 13116, METAL SUBSTRATE DETAILS SHOWN FOR HEAD FRAME T .?�'— 1 .— PRESSURE.SEE TABLE (SIMILAR DETAILS APPLY TO FRAME JAMB AND BILL, 0 — HEIGHT, 10 PANEL EE NOTES A,SHEETS 8&9. C Concrete(Mfn,136 ks!) 114'Efco Crate-Fla.SS4 1-314" 13116" EXCEPT POCKET JAMB) SEE HEIGHT 3&6 u) Ungroulad CMU,Jambs Only 1/4'Elco UltmCon 1-1/4" 1. TABLES BELOW 2.3&4 z FRAME (ASTM r-90) 1/4"Elco Crete S4 1-1/4' 13/4' HEIGHT- 17 Concrete(min.2.84 ksi) JW Elco LRIraCon I-xv, 1 2-112' 4-518" D Concrete(Min.3.35 ltsl) 1/4'Bloc Cmto-Flex S84 '.314' 2-1/2 RISER RISER Ungrouled CMU,Jambs Only1-114° 1 2-112" 43 44 RISER (ASTM C-90) _i14"Elco Clete-Flex 884 .1/4n 127 3 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. r 12 12 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. L 121 O 13 91 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS, QQ 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR ILDCATIO NS, 101102 2 6)PANEL MOTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. kU4tUCr kk VIbED 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO complying wilb tm flodu TEST REPORTS FOR EXACT DIMENSIONS. 111161 u.idlasc-de Rtwpr. Date. FOIW- f.p1mif.U-4_4a�_411 GROUT AS LY N N __5 NEEDED, ... JR 03/18/15 N/A THIS SHEE oil 114*T W EDME SEE MAX s MAX. E Mi E NOTE 6, RovftWBy,. Date. RoWslon: MIN.2.7 Kit SHEET( JR 11/05113 N/A THIS SHEET EDGE CONCRETE @ EDGE I DoMIn BY. SILLPERANCHOR 2X WOOD SUCKSTRIP Domfpu... �'D'ISTANCE REQUIREMENT. OR FRAMING,SEE DISTANCE z: VERTICAL INSTALLATION DETAILS J ROSOWSKI NOTE 4.SHEET i 10?0TECWOLOGYVRWE TAU: Date; SUBSTRATE,SEE TABLE 1,SHEET 6 SUBSTRATE,SEE TABLE 1,SHEETS AL VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 'T' DETAIL 5 DETAIL 5 P.O.Box 15n L!��MASO RYJ I INTO WOOD NOKOMIp,FL 17: $7 UY11!1 M1'1110A�P.�E 5570/2770 J'NTS TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE 1, TYP.AN014OR TYPE,EM13EDMEW AND EDGE DISTANCE PER SHEET6 AND EDGE DISTANCE PER STATE OF CERT.CFAUTN.#292M 6OF13 MD-SGD570-01 C 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD n (6)ANCHOR CUP INTO CLIP INTO ATTACHMENT HEADER 50 ASSEMBLY TYPE AS USED PANEL FRAME INSTALL ONE BLOCK AT BLOCK �Jo IN INSTALLATION, STILE ° JAMB& EACH INTERLOCK. Q TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10 X ° ° SEE ONE BLOCK THAT TABLE 1 SPANS BOTH PANELS. 1.5"SMS (3)#8 X 1" SMS O Q❑ ° - d o FIXED PANEL CLIP FIXED® INSTALL ONE CLIP AT THE MIDSPAN PANE OF EACH FIXED PANEL-TO-FRAME (2)1/4"x 20 x 2-1/4" CLIP JAMB LOCATION. THREAD-CUTTING SCREW (2)#8 I- �{ PLATE COVER 24 I, —01 SEE REINF.PLATE© 68 #10 X 2"SMS(4)�` TABLE 2, #8 X 1-3/4"SMS© SHEET 8 �1 10 CZ-1 ` , KEEPER oq cep JAMB TO `�- p SILL ASSEMBLY KEEPER TO JAMB \\ ` LOCKINGAJAMB ATTACHMENT REINFORCEMENT PLATE SHOWN FOR DOORS OVER 96".10 ANCHORS @ 10 KEEPER 3°,6",9",12",&46.5"FROM EACH END NOTES o p 1)DETAILSSH APPLYTO2,3AND4TRACK IO NFIGU&SP MIG,2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM 06,IS REQUIRED AT o INTERLOCK ALL FRAME ANCHOR LOCATIONS. �— -' 68(4)#10 X ®REINF. O 2"SMS COVER INTERIOR fkdDUCf Ri!V1YED EXTERIOR r a.plyi.e eRY 16z FladdL INTERLOCK Amews Cede REINF.© CT$Naop au:5 �Z BOTTOM RAIL 0 PLATE `\��t{ 1��,i Rarlsadof.. Dell Ra"(50wo �t 11 SUPPORT #10 X 2-112" ` ��I IYNiV Aq/� i, b 1 L a J.R. 03!18/15 N/A THIS SHEE s` SMS \ ��.• GENSF•''!FR l% RetodBr. Dale. ReNsba: �Ihd Dade Me.end (2)#10X1"SMS THROUGH SUPPORT, ND 56705 J.R. 11/05/13 N/A THIS SHEE Desn(ptbn: Omxn sY• INTO PANEL #10 X 1-1/2"SMS PANEL G ' I rr- ® ACCESSORIES INSTALLATION DETAILS J ROSOWSKI Ll1` Dela INTERLOCK SILL RETAINER ASSEMBLY ••<U" 1070TECHNOLOGYDNVE ,me `��•'. STA E O' N.VENICE,FL 34275 CLIP ATTACHMENT ALL PANEL CORNERS WELDED, '•.,FLORIOP•' P.O.BOX 1529 VINYL SGD INSTALLATION GUIDELINES 11/18/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS %�SS "i' fGr� NOKOM(S,FL 34274 g„y it,da; smw: shoat UAT"No. RM I;fiR.�.E. CERT.OFAUTH.fJ2828s 5570/2770 NTS 70s 7 OF 13 MD-SGD570-01 C �)! TABLE 2: TOTAL N OF ANCHORS CLUSTERED Anchor Quantities and Design Heat/ -Du Reinforcement THROUGH THENEApFORCATEACN HORS \ .-' GS1S '•�P rr 9 9 Y tY MEETING POINT.(EX:FOR C3+1,3 ANCHORS � �}C•' 8 r 3116-HS GLASS.AW (See Part Ws below table) REQUIRED AT PANEL MEETING POINT AND I `2�:• '• SG INTERLAYER-We' ANCHOR REQUIRED AT MIDSPAN OF PANEL). = FRAME HEIGHT N iT; No.58745 HS GLASS+7Ji6'AR ON) SPACE+3118"TINT.CAP 8-PANEL MAXIMUM CONFIGURATIONANCHORAGE TYPE PER SUBSTRATE 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN -'O-'.• /0 1-5j V� 84 98 108 120 PRESSURE,USING THE ANCHOR ST TE f QUANTIES LISTED BELOW.SEE 'O,p'•• I;LORipP.•' U'`"� m TABLE i,SHEET 6,FOR COMPLETE m !U m p Q m m U m 0 m¢ m a) m U m m m m %f SCS •......• NOM. F H- S'. °i3 N ANCHOR LIMITATIONS. /S'� I 1 V . PANEL FRAME I-- -IF ,B+a ��` .�f d r �� F F �a, �t'' ?+'= _{ �, g! >, yt � ',�' � E TABLE KEY: A.L144 t tJI1I P.E. WIDTH SIDE y N $ y rn $ u:$ rn$ N in$ 01 y~ r7i~ in r 9 r '5 ~ NOM. PRX 58705 a rm t r� tg� a s m z a$ a ` (0 $ (D$ v Z5 N (n$ V?$ PANEL FRAME A �N) c ,Q .@ c L` E S }�E is i`' mC s WIDTH SIDE _ S 5 ddd O r < �d d d �¢ gd ¢ d c"¢ EQ ¢ �d �d ?ted d �¢ g 6M x r V t� Ftaatl 8 8111 q+i tp o; Heed&Slll C3+11 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+i C3+1 Jemb S `.t•, � Jamb 5 5 5 5 5 5 5 5 6 1 6 5 5 6 6 6 @ 6 6 6 8 24 r 24 P-hook 7 7 7 l 7 7 T 7 b 8 8 8 9 9 9 9 10 10 10 10 �� +��o � d� Design +100.0 +100.0 +100.01+100.0 +100.0 +100.0 +100.0 +100.01+100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +%0 +60.0 Plass. -80'0 W tX W Q Pressure -100.0 -100.0 -100.0 -100.0 -100.0 -100.4 -1000 -100.0 -100.0 -100.0 -100.0 -100.0 55.0 X5.0 -85.0 •85.0 •56.0 -85.0 E6.0 •05.. NOM, �L O PANEL=FRAME WIDTH co Head&Sill C5+1 03+1 G3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 03+1 C5+1 C3+1 C3+1 C3+1 G3+1 G3+1 G6+1 C3+1 C3+1 C3+y MOTH #OF PANELS Cy -J Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 LV CN Q M 30 Pfiook 7 7 7 7 7 7 7 7 8 @ 8 B 9 9 9 9 10 10 10 10 Design +100.0 +100,0 + 0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +50.0 +60.0 +60.0 +60.p +80,0 +60.0 +60,0 +60.0 THE MAXIMUM NEGATIVE DESIGN W N UL PRESSURE AT THESE ANCHOR LU 0 O Pressure -100.0 -100. -100.0 -100.0 •100.0 -100.0 -100.0 -180.0 -100.0 -10.0.0 -100.0 -100.4 -05.0 -85A •85,0 -85.0 -85.0 •85.0 •65.0 -65.0 QUANTITIES, J Z 00 Head&SIII C5+2 C3 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C6+1 C3+1 C3+1 G3+1 C6+1 03+1 C5+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE > Jamb 5 6 8 5 5 5 6 5 5 5 7 5 6 6 6 8 6 6 8 8 ANCHOR QUANTITIES.ADDITIONALLY, W m F<-. +- THE MAXIMUM DP FOR THE SILL HEIGHT tY (n 36 P4t0ak 7 7 7 7 7 7 7 7 8 @ 8 8 9 9 8 9 10 10 10 10 LU MUST ALSO BE CONSIDERED,SEE ,+ Design +100.0 +i 0 +100,0 00.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +609 +60,0 +60.0 +60.0 +60,0 +60.0 +60,0 +00.0 TABLE A,THIS SHEET. M Q Z Pressure -100,0 -100, -100,0 00.0 -100.0 •100.0 -100.0 -100.0 -100.0 -100.0 -100.0 •100.0 -65.0 X5.0 -66.0 -65.0 -65.0 -65.0 -65.0 •85.0 in t- TOTAL#OFANCHORSTHROUGHTHE „- Hoed&Sill G5+2 C3+2 C3+1 G5+2 C5+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+t C5+1 C5+1 C5+1 C3+1 P-HOOK. DOLjj z TOTAL OF ANCHORS THROUGH THE r Jamb 5 5 7 5 5 6 7 6 ::ET! g 5 6 6 B 6 8 8 7 6 � O 42 P-hook 7 7 7 7 B 7 7 7 9 8 8 8 9 9 9 9 10 10 10 10 JAMB. r Design +100.0 +100.0 +100.0 +10D.0 +100.0 +100.0 +100,01+100.0 +100.0 +100.0 +100.0 +100.0 +60,0 +60.0;+60.0 +60.0 +60.0 +60.0 +60,0 +609 FIG t: Z C/) O Pressure -100.0 -100.0 -100, -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100,0 -66.0 -85.0 •85.0 •65.0 X5.0 -65.0 •65.0 -65.0 s; J f UD OH LENGTH m U) t0 Head&S1I1 C5+2 C5+ C5+2 3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C6+2 C6+1 C5+2 C3+1 "1 w >e Z Jamb 5 5 7 6 5 5 8 5 5 5 9 5 6 6 7 68 6 @ 8 DOOR ASSEMBLIES INSTALLED WHERE 8 C) THE OVERHANG(OH)RATIO IS EQUAL 48 P-hook 8 47.0 7 7 9 T 8 8 9 8 9 9 g 9 9 9 10 10 10 10 TO OR MORE THAN 1 IS EXEMPTED Design +100,0 +10.0,0 +1 .0 +100,0 +100.0 +100.0 +100.D +92.0 +100,0 +100.0 +1009 +60.0 +60,0 +60.0 +60.0 +60,0 +60,0 +60,0 +60.0 FROM WA?ERINF1LTRa7{ON Pressurew RESISTANCE.THE OVERHANG RATIO -100.0 -100.0 -1 .0 -100.0 -100.0 -100.0 -100.0 •92.0 -100.0 -100.0 -100.0 •85.0 X5.0 L5.0 •55.0 -65.0 -65.0 -&5.0 -65.0 = SHALL BE CALCULATED BY THE .+ Heed&SIII C5+2 C3+2 C3+2 C5+2 C3+2 C5+2 C3+2III C5+2 CII C5+2 C3+2 O FOLLOWING EQUATION: Jamb to 5 5 6 5 5 5 7 5 5 5 8 5 TABLE A: OH RATIO=OH LENGTHIOH HEIGHT °T a 54 P-hook 7 7 7 1 7 7 7 7 7 9 8 80 m Water•Llmited(+)Design Pressure o Design +80,0 -W.0 +809 +04.0 +80A +80.0 +80.0 +80.0 +80.0 +BD.p +00.0 +80.0 1)THE LESSER VALUE OF TABLE a Pressure -gp,g .00.0 -80,0 -80.0 -80.0 -80.0 -80.0 -809 -00.0 -00.0 -809 •80.0 Nominal SIII Actual Sill Max.(+)DP A AND TABLE 2 DETERMINES THE Y Height Height Allowed WATER LIMITED(+)DR Head&Sill C5+2 C3+2 C5+3 C3+2 C5+2 C3+2 C5+3 C3+2 C5+2 C5+2 C5+3 C3+2 1.11/16, 1.688" Sae 2)at Tight 2)THE 1-11116'SILL MAY ONLY BE Jamb 5 5 8 5 5 5 7 5 -5 -5 8 5 3.112" 3.484" +60.0 ps/ USED WHERE WATER 80 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 INFILTRATION RESISTANCE IS 4-0115' 4.03T' +00,0 psi NOT REQUIRED OR OVERHANG IS FIlIODU(T NF: Design +70.0 +60.0 +00.0 +80.0 +70.0 +80.0 +80.0 +80.0 +70.0 +Bp.O +80.0 +BO,p PER FIG 1.IF SO,(+)DP'S SHOWN VNED PreSSLYa -70.0 -809 •80,0 -80.0 -70.0 ,0 •00,0 $4.0 -T4.0 -80,0 -80.0 $D.0 4-N8' 4.814" +100.0 ps1 IN TABLE 2 MAY BE USED. =�plybF wtt6 dw F%rl& Widkg CWt NOTES Awppaor N. 040 ReintoraamonbRaqulmd,(Soo Parts onSifoatl0) gJA I)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS, 6>LpieubarFw Inladock Lock/Fixed Stile Astragal Astragal Addon Top/Bottom Rall Plate(Pad#24,26) 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING, y 3)SEE TABLE 2 FOR REINFORCEMENT REQUIREMENTS. L..S M`a Pen#29 Part#26 Part#26 Part#30 Part#28 Required for Helghls owr 96" 4)CONTINUOUS ANCHOR PLATE,ITEM#S,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, vade 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6j SEE S IEET2 FOR APPLICABLE DLO PER PANEL SIZE. TABLE 3: TABLE A: \`�oa( Anchor Quantities and Design Pressures using Standard orCompos)te Water-Llmlted(+)Design Pressure NOTES `�,.•;gyp@NSF it 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 3'19'FISGlA6S+.bgp Reinforcement,(Soo Part Ws b01oW tab10) Nominal SIII Actual Sill Max.(+)DP 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. IvaNTEnLAYERi 311 a- FRAME HEIGHT(r•>) 3)SEE TABLE3FORREINFORCEMENTREQUIREMENTS. _ AN OLAss+7ne nw Height Height Allowed : T�O cr_ sAAG LA SCrNT.rnr 8-PANEL MANMUM CONFIGURATION 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIRED AT ALL FRAME //1J (L1-11118" 1.688" See 2)below ANCHOR LOCATIONS.80 84 i8 3.1/7' 3.464" +60.0 psf 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON. '0 F6)SEE SHEET2 FORAPPLICABLE DLO PERPANEL SIZE. m u o ¢ m u o ¢ m u 0 4.1/16' 4.03T' +60.Opsf :p��•.,, FL......:�C\C`l`` NOM. g PL fl 8 >9 '-FSSI ��' . PANEL FRAME f g F tS F' 1 - rr F: 4-50' 4.614" +100.0 PSI �,r r t ON1111'7 PM SIDE u �F 1)THE LESSER VALUE OF TABLE A AND TABLE 3 A.LY.F ft 587 5 P.E. d as 3�S 1dt DETERMINES THE WATER LIMITED(+)DP. P.EIt 58705 2)THE 1-11/19-SILL MAY ONLY BE USED WHERE O 9 Heed 8 Sul C3+1 C3+1 03+1 p+1 p+ CSN C3+1 C3+1 C3+1 03+1 C3+1 C3+1 WATER INFILTRATION RESISTANCE IS NOT Y �_ U O Jamb 5 5 5 5 5 5 5 5 5 5 5 5 REQUIRED OR OVERHANG IS PER FIG 1.IF SO, O r U) 24 P-hook 7 7 7 7 7 7 7 7 B 8 B e +DP'S SHOWN IN TABLE 3 MAY BE USED. � Ln Design +60.0 +60.0 +00.0 +80.0 +60.0 +60.0 +80.0 +60.0 +60.0 +80.0 +60.0 +60.0. O 17 Pressure -80.0 80.0 -60.0 60.0 80.0 80.0 -60.0 80.0 -60.0 80.0 80.0 80.0 0 111111 Heed&801 C3+1 C3+1 CSN C3+1 C3+1 C3+1 C3+1 C3N C3+1 C3+1 C3+1 C3+i �e Cn 10 Q Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6E,3 O LLI Z 30 P-hook 7 7 7 7 7 7 7 7 6 8 a B FIG 1: h- _ Design +BOA +80.0 +60.0!+80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 CIH LENGTH 00 J Pressure 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - C7 Ll.( Hood 8 SI11 C3+1 C3N C3N C3*1 C3+1 C3•1 pr1 C3+1 C3+1 C3is C3+1 pH .DOOR ASSEMBLIES INSTALLED WHERE Lit, 2 � � � THE OVERHANG(OH)RATIO IS EQUAL _( LU C'7 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 6 TO OR MORE THAN I IS EXEMPTED m Cn LL 18 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 �I FROM WATER INFILTRATION Q _- LLI O Design +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +80.0 +80.0 +60.0 +60.0 +90,0 w RESISTANCE.THE OVERHANG RATIO F- Lll -1 O m Pressure .640 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60A 80.0 = SHALL BE CALCULATED BY THE _ = FOLLOWING EQUATION: LJ.I m I--' ~ Head 8 50I C3+1 C3N C70 pN CSH C1N C3+1 C3N C3+1 C3+1 C3+1 C3+1 O Jamb 5 5 5 5 5 5 5 5 5 5 5 5 OH RATIO=OH LENGTHIOH HEIGHT F- LL( g ar 42 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 d Q 1 Z Design +80.0 +60.0 +60.0 +60.0 +60.0 +80.0 1+60.0 +80.0 +80.0 +60.0 +60.0 +80.0 = F- Pre-ra .60.0 80.0 80.0 -80.0 -80.0 80.0 tA.0 -60A -60.0 80.0 •80.0 -eo.o j_ Cn Head&Sill C3+2 C3+1 C3+1 C3+1 C7+2 03+1 C3+1 C3+1 C5+2 C3+1 C3H C3N ` O LU Z O Jamb 6 5 5 5 6 5 5 5 5 5 8 5 O a N 48 P-hook 7 7 7 7 7 1 7 7 B a B B Design +60.0 +60.0 +60.0 +80.0 +80.0 +60.0 +00.0 +60.0 +60.0 +60.0 460.0 r80.0 Z Cl) O Preasum -90.0 .60.0 60.0 •60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 u 0 } if I- y 4 Ln ROlnforcementa Required,(See Parts on Sheet 10) at oType, Interlock LocklFlxed Sllle Aelmlial AsIM92I Added Top/Bollom Roll (Sae Sheet 1) Slandam Pad#28 Pad#26 Pad#26 Pad#30 Pad#26 B Thermal-Opllon Pad#20 Pad#27 Pad#27 Perl#3D Pad#27 B,C TABLE KEY: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, SHEETS FOR COMPLETE ANCHOR LIMITATIONS. psa o.Yo NOM. PANEL.6FR-AME A TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD 8 SILL AT EACH WIDTHPANEL MEETING POINT.(EX:FOR C3+1,3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). C3+1 5 TOTAL#OF ANCHORS THROUGH THE JAMB.6 rNODUCI•kYYs AW th.TOTAL#OF ANCHORS THROUGH THE P-HOOK. n awp7ln{wkY fM Fler16 esg +100.0 lk1diali _040 •OL Pressure -100.0 THE MAXIMUM POSITIVE DP ATTHESE ANCHOR QUANTITIES.ADDITIONALLY, A4epU�a Nrr THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE gspinllerr pyo ;tpI. NOM. TABLE A.THIS SHEET. PANEL=FRAME WIDTH A«k�- WIDTH #OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. Nbud Dade "Rd - 5.875' 5.875' 3,000• I I --y r 1.570' I+ 1.43D' 1.595' -^{ 1.595' T 100' O - 1.01z' 0 0 8 1.see• 24 REINFORCEMENT .126• 1.445' E 2.833' L .900' 2.768• .400' 2.788' COVER .Ifo• II RIGID PVC 2 388• O 2 TRACK HEADMAMB O 2 TRACK SILL ^^r 229• L 1 RIGID PVC RIGID PVC �^ --�I�•125' .120• ---11--.192• •120" Ir162' 8 250'---� F-2.607•-_1 Imo- 7 6250 ('S PLATE INTERLOCK.300 INTERLOCK 400 REINF 26 AND STILE OM © AND STILE 28 REINFORCEMENT @ REINFORCEMENT O� i 100, 0 6005-T5 ALUM. t.etz• O O � O O 6005-T5 ALUM- REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-T5 ALUM. COMPOSITE 2511 -I O 3 TRACK HEAD/JAMB a I Q RIGID PVC ®3 TRACK SILL 080• RIGID PVC 3D9" ,0.825" 10.635• 3.483' -.100' � UL o .too• 0 D904.279•1.612' �7 �1 ��I Q 1.688' .125' 2.710' 4.83517U11�1J1 LIdJ�..1 2.141' 1 a U O 4 TRACK RIGDPVCEADIJAMB 4 TRACK©RIGDPVCILL 2291• .125' k2116 -i �oo 1.675 1-- 540, -►{I 930' -�{ 550• I ��Q pp�� pp��1'00° p ASTRAGAL ADD-ON 31 REINFORCEMENT 35 ADAT O K 38 RIGID PVCL ADD•ON 3© AND BOTTOM RAANEL STILE, L i-Lr--' I � J-L �y .540' 8481 1 ©REINFORCEMENT OPLATE 600'-U{ U O 6005-T5 ALUM. 6083-T6 ALUM. RIGID PVC RIGID PVC rte-.D62' ,25' 3D, T r_.��.�2 �- �„-.062' FRAME SCREW ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL 676'1'- 975 it.oz°',- �{t-343 I-- COVER O 6063-T6 ALUM. O 6063-T6 ALUM. 10 6063-T6 ALUM. SUPPORT 062 T- '062 1.306•.05D 1.593" RIGID PVC 6063-T6 ALUM 1,993' 062' 1.983° I 1,617 1.435'TT 11.487' I 1 u J_ T .320- .055 1.435' 1.813" 1.487• �+- T L. 1 '77 050 Q� 1'91° 060 p BOX SCREEN 9,BOX SCREEN 02 BOX SCREEN 93 BOX SCREEN BOX SCREEN J -�tt�-062^ ®TOP RAIL BOTTOM RAIL SIDE RAIL ASTRAGAL OXO ADAPTER .080• .055' - 6063-TB ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. 12 OUTER SILL 13 SILL COVER CK 14 ADD-ON EEN SILL 15 OUUTTCK SCREEN 16 AND JAMBEADD ON 6063-T6 ALUM. 094• COVER -i-1.Der t.oer s5s RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC I -, oas �r1202'� .075' _ 1.7178' lill 8• ,878'I,p.782' 1 lllu- 7- 1.085' I+-2.060" .050'�� .050'---�Ur- I '694' 2.97b1.�JF2 4.041• I 110 STD.SCREEN 111 SIDE SCREEN STD.SCREEN 60FIXED PANEL CLIP 3.464• 6 t7b' TOPIBOT.RAIL ASTRAGAL 6063-T6 ALUM. ttwrkgym1" 1963 6063-T6 ALUM. 6063 T6 ALUM. ADAPTER mi714W.& d 184}p�yy •°60• 8063-T6 ALUM. .060, .080' .060° .100'-+I \\11 I{III 1111111,// 7'�+ilfwrN®f -U O •OZ �\ `l L Ill ��i Re'bwDr.. Oaf. Revfebn: N�pinfly� SILL RISER SILL RISER SILL RISER P-HOOK ADAPTOR @P-HOOK Deo' p<� -........�Ns ''FR �' J.R. 03/18/15 N/A THIS SHEET 17 6063 T8 ALUM. 18 8063-T6 ALUM. 19 6063•T6 ALUM. 6063-T8 ALUM. 8063-T6 \G �% W-4 Ems Q2, ReWeADy Oef. AaNnbn: ALUM. 58705 <: N°' = J.R. 11/05/13 NIA THIS SHEET a:_ e1" �t.z6r 1261" f.z61. ts6o" -- �'•. 6 (� (S •r[v= ® PART DETAILS J ROSOWSKI 210'-yilll�- .252'�II1I� .173' gt�tE O� > (o f070TECHNOLOGYDRIVE 7J6. Oe1e' �- .125' �,� '• FLOft\O•''-�\ N.VENICE,Ft 34276 1-1/16"BEVELED BEAD 1-1/18'OGEEBEAD 7.3/16"OGEE BEAD P-HOOK REINFORCEMENT /`SS/0Nr�\ NOP.O.BOX 152a KOMIS,FL34274 VINL�SGD INSTAbLLATIO tN GUIDELINDESft 11/18810 ©RIGID PVC QRIGIDPVC �RIGIDPVC 45 PLATE A LYNN MILLER.P.E. 5570/2770 NTS 10 OF 13 MD-ft -01 C 6063-T6 ALUM. P.E.1,58705 CERT.OFAUTH.40296 is ',ON it7/(1 Pert# PGT.# Description Part# PGT.# Description Part# PGT.# Description .,FR 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen 2 619002 2-Track Sill 51 48052 RollerAdj.Hole Plug 90 612256 Screen Top Rail 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail 4 619025 3-Track Sill 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Reil-Lockstile / (0 l� 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal AdapterO� 7 619009 Frame Screw Cover 58 619037M Fixed Panel Clip 95 64428 Screen Double Intedock �S/�cIO1lA� ` 8 619031 Anchor Plate 59 71696G Sill Plug 96 617347A Screen Bug Flap A.LTNN 958705,P.E. P.E.N 58705 9 619007 Track Insert 61 78X38PPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set 10 619029M Aluminum Keeper 62 7BY34PPSDAX #8 x 3/4"FI.Ph.TEK- S.S. 98 720XIIX 114-20 x 1"S.S. O 0 r Y r 11 619036 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 72OX112X 1/4-20 x 1-112"S.S. U) O r � 12 619006 Outer SIII Cover 64 781 PDX #8 x 1"Pn Quad-S.S. 100 71793G Wstp,,270"X.159'-Fin Seal 1 13 619011 Sill Track Cover 65 78XI14PHPT41OX #B x 1-114"Ph.Pn.TEK 101 7SRAZ Standard Roller Cl) r 0 14 619039 Box Screen Sill Add-on 66 710X1PPSDAXX #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. � 15 619012 Outer Screen Track(Standard Screen) 67 71OX115PPX #10 x 1-112"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset §§§$ 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 418LU 18K Screen Lock Keeper Spacers W Z J 17 619022A Sill Riser-(DP60) 69 710)212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper r, W 111 M � r 18 619023A Sill Riser-(DP80) 70 712XI12PP #12 x 1-1/2"Ph.Pn.A Standard Screen V) 5 LL 19 619024A Sill Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail 0 � U 0 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) q ZO r 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1116" 112 612033 Screen Frame-Side Rail 00 . Q F- 24 619014 Reinforcement Cover 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter Z � 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal Q ¢ I--' Z 26 619017M Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7/16" 115 617356 Screen Sill Adapter O M < C, CO 27 18046 Top,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116 6FP95K Bug Flap 0 - llJ Z 28 619016M Interlock.300 Reinforcement 78 619010 1-1116"Beveled Bead 117 7R42DK Rivet O Q O 29 619013M Interlock.400 Reinforcement 79 619015 1-1/16"Ogee Bead 118 74X1 PA #4 x 1"Ph.Pn.SMS SO r O r � 30 619019M Astragal Reinforcement 80 619016 1-3/16"Ogee Bead 119 78XI12PSATS #8 x 1-112"Ph.Pn.SMS A Z 0 jr- 31 31 619035 Reinforcement Plate 81 Cardinal XL Edge Spacer 120 417035 Screw Boss Bushing J m L0 35 619005 Interlock Adaptor 82 62139 Ogee Vinyl Muntin 121 712027 Comer Key Wheel Assy.(Standard) J Z 36 619008 Astragal Add-on 83 63609 Insulated Glass Muntin-Horizontal 122 712o27SS Comer Key Wheel Assy.(S.S.w/bearing) a m 37 619004 Panel Stile,Top/Bottom Rail 84 4CONN I.G.Intersection 123 41805K Screen Handle 40 718609 .187 x.280 Finseal(Stile) 85 7558K I.G.Gridlock Clip-7/16" 124 41806 Screen Handle Slide 41 71695K 1-112"x 1"x 3/4"Fin Seal Dust Plug 86 7560K I.G.Gridlock Clip-5/16" 125 704/68 Screen Latch Assy. 42 419041 Interlock Clip Cover 126 7SNKPN Screen Keeper 43 78153X Tandem S.S.Roller Assy. 127 61693K Serrated Screen Spline-.145" c� g 44 78153N Tandem Nylon Roller Assy. 128 61692K Screen Spline-.165" a: 0 c 45 619043 P-hook Reinforcement Plate 129 81694K Screen Spline-.150" �Y x 46 710X125FPSDX #10 x 1-1/4"FI PH SMS 130 61816C20 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. rkOBUCT kVVIDEa r complying wh\0A Find& Buidl.g Cade Amprer,re No I S-Oif U uZ Eapinden Dw Meetdde rl;.C TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE 2P2T A M FLD �, �XX 1P2T M 6P3T kffS�� 2P27 P R X X OXJO XO SDCM A XO �r_2_=C�� B F S D ox K T 2P2T XX _� XX F L D B 6P3T kf A3P2T M... PA SSD p..ww.....CI[3 aS oxo Oxo XX%XXX C `°"X"'""� � �( K 3P3T B F F L D B 3P2T Xxx . M H NOTAVA LABLE B A M F F 8 xxx xxx 8P4T R P D K F OX%XXXXO B A R 4P4T B B F 3P3T M DS SD A B F F L D B A M F B X)O( s ci oham" a XXXX XX � 8P4T M A D K 2P2T XK 8 F C M XXXXXXXX 3P3T P M M DS SO A XxOb„ 4P2T B c M F F XXX .�-a-�-_1 L D XXXX 4P2T R P NOT AVAILABLE C M OXXO 6P3T B O M F L D B F J. 6 NOT AVAILABLE %x0000( 4P27 D LB FK 8P4T B B F F B F e F A M C M 4P4T s M A2:!:] xxxxxxaoc DS DS sD SO o...•�M T�."""".t .^•"^^^'c�.y„A,,,,,a NOTES XXXX xxxx 1)MAXIMUM OF(6)EIGHT PANELS UP TO 96'FRAME HEIGHT. D 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME K HEIGHTS OVER 96'AND UP TO 120•. B F 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE=292.625 FT- 4P4T B P R F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 96'(REFER TO j**jDUCT kFY1bE9 �11 TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS). hi iu r npylnQ wltb IM A U U DS .,D,„.,,s3 SD �iqp t�*1!Noyr_b._ �5 02. � - 1's..,A.,.•.a 111 �t 17.4w1}a Cela: Reylalox Eaantloa llYe, ,l, .`L xxxo L D oxxx L D \: 5� I,YNNfi C/ i11.rtB+ae Ca�w1 ,�1cE�s n�i�� P� J.R. 03/18/15 N/A THIS SHEET . 5P3T R F P R B INTERIOR ; RevbadBy.' Odo. RoNelw! No No ND.Sszos _ J.R. 11145113 IA THIS SHEEOXXXO OX%7CO CREE:Sslj EXTERIOR °"D"fptl0f' 7"'�' F L D A L D Iorlll: ,' SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI 5P3T �� :nTATE 1°TOTECXNOLOSYDRIVE Tao: ante: XXXXX N.VENICE.a 34276 SCREEN XXXXX SCREEN NO.O.BOX 16629 VINYL SGD INSTALLATION GUIDELINES 11/18810 d!uxHNM9EI�R,P.E. CERSOFAWH..A29M 5574!2774 1 NTS 12 OF 13 MD-SGO570-01 C P.E.a 56705 P SINGLE -� FIXED F SINGLE SINGLE CDOUBLE ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK ��'—�+—+ INTERLOCK INTERLOCK R FIXED SINGLE H SINGLE SINGLE M LOCKSTILE I .� DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED KSINGLE J LOCKSTILE I ASTRAGAL (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD SINGLE �� DOUBLE T ASTRAGAL FIXED U ASTRAGAL LOCKSTILE INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT A DOUBLE ,p LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL '� LOCKSTILE S FIXED ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE SINGLE INTERLOCK INTERLOCK L, SINGLE ASTRAGAL LOCKSTILE SINGLE (BOX OUT) INTERLOCK OUT INTERLOCK NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR ASTRAGAL SINGLE ASTRAGAL LOCATION3)SEE LES 2C3 FOR LR J LOCKSTILE REQUIREMENTS-3 FOR REINFORCEMENT (BOX OUT) OUT INTERLOCK (BOX OUT) OUT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM#B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN C rftUOUCr k&YIJAW SINGLE ASTRAGAL a ie.%Cc&K`�� INTERLOCK IN \�� 7I�7 RevtWSr.. DM.: Rew*.., �rcIM11 rN. -b a 20 4 Erpinllw D.I. AP2 (BOX IN) �y LI>SN,M� J.R. 03/18/15 NIA THIS SHEET ( �� .�°�•��cENSE a�.':, R bW Br. Del.: R9YItkn: mi al Dale B SINGLE SINGLE INTERIOR :: e J.R. 11/05/13 N/A THIS SHEE 5470 _ INTERLOCK INTERLOCK ='�' NO. : w- ® D°''fpd— J ROSOWSKI EXTERIOR _ IS u,^ PANEL TYPES "O vPTE OF 1070TECHNOLOGYDRIVE TIDe: Data: A ' RLoc+�O" > ' N.VENICE, VINYL SGD INSTALLATION GUIDELINES- 11/18/10 LOCKSTILE SINGLE ;0�, •..,. •_..•'��,, p,O.BOX 7628 M INTERLOCK F�S1UI�lf��, ` NOKOMIS,FL 34274 ��,4p4y; Bora sn..c DrnNngAb. Re. A.LYNN MJk�E�•P.E. CERT.OFAU7H.a2929e 5570/2770 NTS 13 OF 13 MD SGD570-01 C P.E.05B705 Florida Building Code Online Page 1 of 4 7n, I0ntid I:"}I'C('�III;` BCIS Home Log In i User Registration }/Hot Topics Submit Surcharge ! Stats&Facts Publications s FBC Staff BCIS Site Map Links ( Search Busines (# w Professi al §S¢ USER:PuuProdcblicc User Approval Regulation IA�I: JEIA Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL251-1126 Application Type evis_ion Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 ]ens 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 =DoorsSubcategory 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 09/14/2015 Date Validated 09/17/2015 Date Pending FBC Approval http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 Florida Building Code Online Page 2 of 4 Date Approved 09/20/2015 Date Revised 03/15/2016 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 FL251 R26 C CAC 14-0123.11.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 R26 11 14-0123.11.1)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: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.Ddf 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_R26._II 15-0106. HR.At (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 FL251 R26 C CAC 15-0609.1i.Ddf 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 R26 11 15-0609.11.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: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251_R2.6 C CAC 14-0128,11 Door.Ddf 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 R26 II 14-0128.11 DOor.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: 251.5 SGD-770HP(Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.51 R26 C CAC 15-0106.08 HP LM.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 R26 11 15-0106.08 HP LM.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: 251.6 SGD-770HP(Small Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.odf 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 R26 I1 15-0106.09 HP SM.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: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.Ddf 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 FL251R26 1I 15-0609.12.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: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf 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 R26 I1 15-0609.10 DR.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: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251. R26 C CAC 15-0409.02.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R26 11 15-0409.02.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: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM.Ddf 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 R26 II 15-0612.06 LM.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: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.07 SM.Ddf 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 A 251 R26 11 15-0612.07 SM.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: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door� p limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251.,R26 C CAC15-0,{09.04.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2016 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R26 11 15-0409.04.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: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.02.1)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: Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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: 'Wurit'St1�C';ttC.S" http://www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/17/2016 GENERAL NOTES:SERIES 5470 NON-IMPACT SLIDING GLASS DOOR 1}THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.THE RIGID WHITE, DESIGN PRESSURE RATING IMPACT TING BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR RATED FOR IST CE] PLASTICS,(COMPONENT REQUIREMENTS). si I�RE!SA RATING 2)GLAZING TYPE:(FROM EXTERIOR TO INTERIOR);3116"TEMPERED GLASS+11!16"AIR SPACE+3(16"TEMPERED GLASS CAP; APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE mm BACKSEDDING CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED SURFACES AS 2X ARE 1-112"THICK OR GREATER, 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE SHALL NOT HE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. PAINTED OR LAMINATED. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO 11115•AIRSPACE THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4EXT. 1w.p. NOA DRAWING MAP 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOSHEET ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3116"T GLASS GENERAL NOTES..... I BEYOND THE SCOPE OF THESE INSTRUCTIONS. 76 GLAZING DETAILS.........1 ELEVATIONS..................2-4 7)DESIGN PRESSURES: 7W 1 78 79 HORIZ.SECTIONS.........6 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E ASTM E-1 300, ACCESSORIES...............7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES -1300. BITE i _@ VERT.SECTIONS...........6 I DESIGN PRESSURES 8-9 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 71 2 EXTRUSIONS10 PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 3 PAINTED! PARTS LIST....................11 USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL LAMINATED CONFIGURATIONS........,12 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. INSULATED GLASS SURFACE 9)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GLAZING DETAIL (DASHED LINES) IPANELTYPES................13 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A.MAXIMUM(8)EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO W B.MAXIMUM(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96'AND UP 70120". 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10-002-792(A)&10-006-10231;CAMBRIDGE 535753.09;ELCO ULTRACON PER CURRENT NOA; ELCO,CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA; ANSTIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 12)THE 6470 SERIES IS ALSO KNOWN AS THE 470 SERIES. INSTRUCTIONS: 1. KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE 0 'DAN oftear4ww SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR DOORS USING THE HEAVY-DUTY REINFORCEMENT,USE TABLE 2,SHEET 6.FOR DOORS USING THE STANDARD OR COMPOSITE REINFORCEMENT,USE TABLE 3,SHEET 9. R.'bw or. Date. R-kk--ANCHORS RECALC, 2.LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL LYNN YN.N.k,114, 03/17/15 ."410'TO.5 14.. JR 0470' _.Al REMOVE DATES PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. oc Revisod Or. Date. RevWm; 3.CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. No.58705 4.FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REOUI RED DESIGN 0 Br. Y J ROSOWSKI 5.INSTALL AS PER THE INSTRUCTIONS ON SHEETS 5&6,USING THE ANCHOR SPACING OUTLINED ON PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. cr GENERAL NOTES&GLASS TYPES cx o K Eo� i 10MTECHMOLOGYDRAIE Tis:SHEETS 2-4. -Is�d 0. N.VENICE,FL 34275 6.ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. • P.O.Box Im VINYL SGD INSTALLATION GUIDELINES ID171/18/10 NOKOMIS,FL-2- So4ea4uoeatr 8wk. Sh.L. 'NO. IRor S I I MD-SGD470-()l I A CERr.CWAUTH.#n296 15470 NT 1 OF 13,- 2-TRACK CONFIGURATIONS .......... DETAIL C MAX. DETAIL CI .-. THIS SHEE _ THIS SHE ..:-ANCHOR DETAIL E IS ANCHOR APPROX.W. DETAIL A DETAIL 1 DETAIL B DETAIL D LOCATIONS FOR NONSTRUCTURAL ,QAYLIGHTOPENING tDLO)FORMULAS THIS SHEE THIS SHE THIS SH THIS SHEE LOGATtONS FOR NEXT. _ rF DETA� BYPASS {HERO SILL) '�_.- E� WIDTH:PANEL WIDTH 8-9/18" ♦EXT ,, POCKET CONDITIONS. I HEIGHT.PANEL HEIGHT 8.9116 CONDITIONS. 21.8' + ' ANCHORS INTO MAX, 12"MAX,O.C. P-HOOK. O.C. } .. — EL W1 • PAN DTH :. ! 040--y . DAYLIGHT __. ______r _______ Al • OPENING WIDTH - HT 1ANCHOR@CENTER OF 1ANCHOR@CENTER OF • DETAIL OPENING DETAIL B1 EACH PANEL.SEE TABLES [DETAIL EACH PANEL SEE TABLES f SHEET HE HT EXTTON SHEETS 8&9. ON SHEETS 889. DETAILE �T•Y TH44 SHEET 'X'OR'0' 'X, 3.21S'MIN.O.G. f�{ PANELTYPE PANELTYPE ?.ANCHORS CENTER OF 2ANCHORS CENTER OF POCKET / +•• CK DETAR 1 EraL 2 DETAa 82 EACH PANEL.SEE TABLES ON DETaL G2 • • EACH PANEL.SEE TABLES SHEET 5 SHEET SHEETS 8&9. ON SHEETS 88 9. OTHERS EXT.T (UNDER /L—� lig PANEL 4'MIN.O.C. SEPARATE �V--I <V�I DETAIL 3 HEIGHT DLO 4"MIN.O.C. SHEET) 3.219'MIN.O.C. APPROVAL) • .. I • CLUSTER OF 3 ;, CLUSTER OF 3 OETAI 5ET ANCHORS @STILE ANCHORS @ STILE SHEINTERLOCK / DETAiL Cl INTERSECTIONS. pETAIL H1 INTERSECTIONS.SEE ) SHpy� ) SEE TABLES ON EXT.1 :. ..., TABLES ON SHEETS 8&9. • PAAOIEL -__ P NEL B'MAX. OF SHEETS 889. EXT.T".' - p..,j�_, _ (0 HEAD _ 4'MIN.O.C. z• /� &SILL) 4"MIN.O.C. `"'------_----- ____�__ 6'MAX) _ 4'MIN.O.C. (HERO SILL) ~ "' DE7aL C2 - -- (HERO&SILL) "..:' CLUSTER OF 5 r: S, )' J. C DETAIL G2 LUSTER OF 54NCHORS �'__ THIS SHEE — ANCHORS @STILE @STILE INTERSECTIONS. DETAIL G DETAIL 1 .---N- DEraL F 2.375'TYP. INTERSECTIONS. Eu H2 SEE TABLESRS SHEETS THIS SHEE THIS SHEE THIS SHEE SEE TABLES ON 8&9 DETAIL 2 EXT, .-: SHEETS 8&9. EXT•'► �"`—"""1^"'•�'"' THIS SHEE C5r2 ANCHOR C3.1 ANCHOR CONFIGURATION SHOWN; 3.219'MIN.O.C. 4*MIN.O.C. CONFIGURATION SHOWN; 1` (SEE APPLICABLE DP W MAX B'MAX (SEE APPLICABLE DP ""'-------- TABLES 2,3 OR 4) (TO END OF (TO END OF TABLES 2,3OR4) ATTACHED JAMB ATTACHED JAMB NOTES: ' DETAIL D DETAIL1 ANCHOR @ 1)FOR CONFIGURATIONS,SEE SHEET 12. 1 ANCHOR @ SILL ENDS. 2)FOR ANCHOR EDGE DISTANCE AND EXT.7 HEAD ENDS, EXT'y EMBEDMENT,SEE TABLE 1 SHEET 6. 3)DAYLIGHT OPENING(D LO)FORMULAS; WIDTH:PANEL WIDTH ENT. 8.9116' NOTE:SEE TABLE i,SHEET FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-84M6' PRODUCT RF VINED 4)PANEL HEIGHT=FRAME HEIGHT-2Ji' of comw.j Nhh 1161 Flrw,, �L 1 I I 1111 4ecepYne�No IS-0 y0 .0�jt• 1.125 JAMB \\\\SON"( LYNN 117// RertsadBX Daw. Redd— a+Ptr++N.vcUllfe_ � JR 03/17/15 CORRECTED DLO 1.000' Y VC Pr R.*OdBr.. Dal% Rfttbw $t: No.58705 1.375 Exr.T t90 I° ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI .500 A STA EO; EXT. 1.000" :O''11\•., FLDR\OT.•' (�\`i; 10707ECHNOLOGYDRIW Tft- Da% F N.YENfCE FL 31276 VINYL SGD INSTALLATION GUIDELINES 11/16/10 I P.o.Box ls2s WEEPHOLE PATTERN @ 24"O.C, WEEPHOLE PATTERN @SILL ENDS I ,L 1 NOKOMI§FL 34274 sogoan�roa; sem; Bnna DleMing No. Ror A,tYP.E.q 58705 P.E CERT.OFALMAV29B 5470 NTS 1 2 OF 13 MD-SGD470-01 A 3-TRACK CONFIGURATIONS APPROX.B', OETAIL A DETAIL Cl OEiAIL D NONSTRUCTURAL I+ THIS SHEE THIS SHEE HIS SHEE- HIS SHEE HIB SHEE THIS SHEE (HEAD&SILL) I ` _ - 8' ----------j---- 6'MAX. MAX. -. ANCHOR i DAYLIGHT ANCHOR 4EXT. LOCATIONS FOR v DETAIL A OPENING /EXT. ". LOCATIONS FOR BYPASS • WIDTH POCKET CONDITIONS. I DETAIL 4 CONDITIONS. 21.6' ! SHEET 5 ANCHORS INTO MAX. I DETAIL E 12'MAX.O.C. P-HOOK. O.C. I THIS SHE -• - ! 'X'OR'a X' X'OR 0' PANEL TYPE PANEL TYPE PANEL TYPE 1 ANCHOR @ 1 ANCHOR @ POCCYET . DETAIL 1 PF CENTER OF EACH - CENTER OF EACH SHEET 5 l DETAIL 1 PANEL,SEE TABLES DETAIL GI PANEL.SEE TABLES OTHERS ETAIL2�_ ETAIL2 ______ EXT.V ON SHEETS 8&9. EXT.' ON SHEETS 8&9. (UNDER SHEET 5 SHEET DETAIL 3 OF 4'MIN.D&EACH SEPARATE SHEET 5 APPROVAL) ASTRAGAL INTERLOCK 2 ANCHORS@ SHOWN DETAILS SHOWN 4.75'CENTER OF EACH ANCHORS @ CENTER OF SHEET DAYLIGHT DETAIL B2 DETAIL G2 PANEL.SEE TABLES OPENING O.C.PANEL.SEETABLES N SHEETS B&9. I HEIGHT EXi.T ON SHEETS 8 8 9. EXT.V . OF OF 8'MAX. PANEL - -- -- ^-- --�-- PANEL (@ HEAD 3.219'MIN.O.C. 4'MW3.219"MIN. ---__-_----- . i ' _ 8 SILL) CLUSTER OF 9 ANCHORS @ STILE CLUSTER OF 3 6'MAX., DETAIL C1 INTERSECTIONS. DETAIL H1ANCHORS @ STILE (HEAD&SILL) -- — I- 8'MAX., V - SEE TABLES ON INTERSECTIONS.SEE oil DETAIL 2 DETAIL H1 DETAIL G2 ��ttt ( ) SHEETS 6&9. EXT.TTABLES ON SHEETS 8&9. HEAD&SILL HIS SHEE THIS SHEET THIS SHEE Him DEraa F �J HIB SHEET 4'MIN.O.C. O.C. C5+I ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE OP SHOWN;(SEE APPLICABLE OP 4'MIN.D.C. TABLES 2.3 OR 4) TABLES 2.3 OR 4) 4'MIN.O.C. CLUSTER OF 5 DETAIL H2 J$AMI ANCHORS@ - - CLUSTER OF S ANCHORS 1.125 4.75' STILE @ STILE INTERSECTIONS. O.C. INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS SEE TABLES ON 8&9. EXT. SHEETS 8&9. EXT.2 3.219'MIN.O.C. —3.219"MIN.O.C. 8°MAX•6'MAX. (TO END OF(TO END OF ATTACHED JAMB .190' ' ATTACHED JAMB EXT.V' E . DETAIL D DETAIL F 1 ANCHOR @ A10YUf kChk ih. 1 ANCHOR @ SILL ENDS. W r�/lyiny w1H 16.PbT1de EXT HEAD ENDS. EXT. �EF"Q E PATTERN @ 24"O.C. WEEPHOLE PATTERN @SILL ENDS ht��e 1�'�" Jtsplanee H.AS-o g•t7� ReNsed By: Dale: ReWbn: L>tphNea UWe (� ;`� O>\J•""""'•((F /' JR 03/17/15 CORRECTED DLO '.•-j{i R.11-1 gy: Dale: ReN6kw: oadeAwdustr NO.557OJ '- NOTES: 1�^• �' ® ANCHOR LOCATIONS(3 TRACKS) ROSOWSKI 1)FOR ANCHOR EDGE DISTANCE SHEET 12. - -Ty•••,�' 6 ' IC' 2)FOR ANCHOR EDGE DIBTANCE AND 7J'•• ST SE (� EMBEDMENT,SEE TABLE ISHEET 6. ��(�'••.,/�LOR\OP:• '� 1070 VENICE DRIVE Ta., Def.: 3)DAYLIGHTOPENING(OLD)FORMULAS: F r ; VINYL SGD INSTALLATION GUIDELINES 11/18/10 WIDTH:PANEL WIDTH-89116' ��/ �S�s �'.\\ P.O.BOX 1529 HEIGHT:PANEL HEIGHT-89116' ��l `�' �� NOKOMIS,FL 94274 BpXowwm; Sm1o; Sheet Dlenng N., R- 4)PANEL HEIGHT=FRAME HEIGHT-2.5° A.LYNWILLER,P.E. P.E.a567os cERr,oFaun�asDzgs 5470 NTS 3 OF 13 MD-SGD470-01 A 4-TRACK CONFIGURATIONS APPROX.6, ggm,A WDETL Cl DES SHE THIS SHEE NON-STRUCTURAL+{ Imo- iH195HEE THIS SHEE THIS SHE HEAD&SILL) G"MAX. -- MAX. T- ANCHOR DAYLIGHT FD-E-TA7L-El ANCHOR LOCATIONS FOR LOCATIONS FOR SEM. OPENING WIDTH i- BYPASS NEXT- POCKET CONDITIONS. CONDITIONS. 21.61 DETAIL ANCHORS INTO MAX SHEET 12"MAX.O.G, P-HOOK. D.C. HIS SHEE DETAIL EX XOR'0' X OR'O' T- 7 PANELTYPE PANELTYPE PANELTYPE PANELTYPE DETAIL G1 POCKET DETAIL I OF �Eua 2 —-----------IbETML 2 1 ANCHOR 13Y I ANCHOR @ CENTER OF EXT.V CENTER OF EACH OTHERS DETAIL BI EACH PANEL.SEE PANEL.SEE TABLES UNDER '4 DETAIL 3 PF TABLES ON SHEETS 8&9. ON SHEETS 889. EXT SEPARATE /APPROVAL) INTERLOCK INTERLOCK SHOWN SHOWN SHOWN DAYLIGHT 2 ANCHORS DETAIL 5 OPENING HEIGHT CENTER OF 4'MIN.O.C. 2 ANCHORS @ CENTER OF SHEET 4J5'EACH PANEL, DETAIL 21 SEE TABLES EACH PANEL.SEE TABLES ✓ ON SHEETS ON SHEETS 8&0. (j0F --- - --- (i OF 6•MAX. EXT. &9. EXT.V PANEL (@ HEAD �"2 jj� SHEF ,P2 L u PANEL -T Lt'/ -F &SILL) 3.219'MIN.O.C. 4"MIN.O.C. 3119'MIN.O.C. 6'MAX, ---------- --4ET1 6. L Hl DETAIL (HEAD&SILL) DETAIL GI DETAIL H2- MAX.. LUSTER OF 3 (HEAD&SILL) L G2 DETAIL C1 ANCHORS @ STILE CLUSTER OF 3 HIS SHES THIS SHEET ;H HE HIS SHEET ANCHORS@ STILE EXT.'f INTERSECTIONS.SEE TABLES ON INTERSECTIONS.SEE URATI TABLES ON SHEETS 8&9. CS,l ANCHOR CONFIGURATION C3,2ANCHOR C NFIG ON THIS SHEE SHEETS 8&9. SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICA13LE CIP 4'MIN O.0 4-MIN.D.C. EM- 3.219'MIN.D.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN D.C. JAMB 1.125 DETAIL L CLUSTER OF 5 CLUSTER OF 5 1.000, 4.75" ANCHORS @ STILE ANCHORS @ STILE D.C. INTERSECTIONS. 2.375TYP. INTERSECTIONS. SEE TABLES ON SEE TABLES ON SHEETS 8&9. SHEETS 8&9. DETAIL C2 _ V EXT.V 3.219-MIN.O.C. EXT.V 3.219'MIN.O.C. 1.31*75- 6'MAX. 8'MAX .19y To END OF EXT.V (TO END OF EXclr.v ATTACHED JAMB ATTA HE JAMB COW fbdk IANCHOR @ PATTERN M'O.C. WEEPHOLE PATTERN SILL ENDS o 0 DETAIL EXT SILL ENDS. IANCHOR @ LYNNRtd By. DW. RM*IXL HEADENDS. CORRECTED DLO EXT.v JR 03/17/15 (s od RoWW By. Ddlo. ND.58705 NOTES! Doswpbl- " - Orem Br r- 0 1)FOR CONFIGURATIONS,SEE SHEET 12. • LUZ SKI ANCHOR LOCATIONS(4 TRACKS) 2)FOR ANCHOR EDGE DISTANCE AND J ROSOW VF )F EMBEDMENT SEETABLE1 SHEETS. - 'r VF '6PF • N 1070 TECHNOLOGY DRIVE Tu., 3)DAYLIGHT OPENING(DLO)FORMULAS: 1�1 75 ....... ES 11/18110 PA -8.9116' N.VENICE.FL 342 VINYL SGD INSTALLATION GUIDELINES WIDTH: NELWIDTH P.O.BOX 1529 :PANEL HEIGHT-8-9116' NOKOMIS.l-L;NZf4 HEIGHT I Drs ft ft. 4)PANEL HEIGHT=FRAME HEIGHT-2.5- A.LQw[LIE'R.P.E. 15470 NTS 1 4 OF 13 MD-SGD470-01 JRA� PEA)58705 CERT:OFAUTH.#29296 DETAIL 1 DETAIL 2 DETAIL 2 DETAIL 3 INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY 1X OR 2X WOOD BUCKSTRIP,SEE CONCRETEICMU TYP,ANCHORTYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 PER ANCHOR DISTANCE PER SUBSTRATE,SEE TABLE 1.SHEET 6 24 HEIGHT IS OVER 96' REQUIREMENT EDGE , DISTANCE 36 ASTRAGAL ADD-ON 6 g 65 CONCRETEICMU •. '� NONSTRUCTURAL 30 ASTRAGAL ADD-ON REINF. 9 �� - PER ANCHOR '+, REQUIREMENT ANCHOR EMBED-.�: '; 40 970X2-tn'SMs 35 •" IMEN!•.° REINFORCEMENTSCREW;5 (� EMBEDMENT OPTIONAL PERASTRAGAL, 11 II�ImIpIryAlMlb 6 EQUALLYSPACE0 AN47' 114-j FROM ENDS(FACTDRY " TYP.ANCHORTYPE,EMSEDMENT MAX, 21 —�— INSTALLED}. �1qQ 6 AND EDGE DISTANCE PER 7 SUBSTRATE,SEE TABLE I,SHEET zr? 7 • 37 3 6 0 INTERLOCK � '•� 6 7 lu ASTRAGAL EXTERIOR 96 = .', '`' DISTANCE EDGE POCKET BOX SCREEN "'-- P•HOOK •'' LOCNSTILE 92 FOR PANEL WIDTH PANEL LOCKSTILES, 26 DOOR FRAME WIDTH t 114'MAX' ASTRAGALS,AND TYP.ANCHOR TYPE,EMBEDMENT STILES AND Ft114' OOR FRAME WIDTH AND EDGE DISTANCE PER MAX,,--.-� 66 HORIZONTAL SUBSTRATE,SEE TABLE I,SHEET RAILS Q T— o o SEE NOTES EDGE 388 DISTANCE #BX3l4'SMS REINFORCEMENT q P '• EDGE DISTANCE BELOW SCREW;3 PER RAIL,LOCATED e AT CENTERLINE AND 8'FROM ntl8' Q ENDS(FACTORY INSTALLED) _ FOR TYP.ANCHOR TYPE, 2.318'ROW INTERLOCKS EMBEDMENT AND EDGE SPACING q q 6 2-N8*ROW ONLY p SPACING DISTANCE PER SUBSTRATE, 29 SEE TABLE 1,SHEET 6 'ai& EDGE o o d EMBED- DISTANCE FIXED PANEL CLIP '- MEW ft8 AND ANCHORS,SEE o� ••.:CONCRETEICMU DETAIL SHEET STANDARD SCREEN PERANCHOR 2X WOOD BUCKSTRIP EMBEDMENT FIXED STILE tf 1 REQUIREMENT OR TE 4,SHE SEE TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR —'•{'*1/4'MAX. NOTE 4,SHEET t AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP PANEL WIDTH 12b EDGE SEE TABLE I.SHEET OR FRAMING,SEE A DISTANCE NOTE 4,SHEET DETAIL 3 DETAIL 2 DETAIL 3 --- NONSTRUCTURAL INTO WOOD INTERLOCK j INTO MASONRY EMBED- �_ /—'ANCHORAYUCT tUrV1 MENT _ // ['�• NOTES II mkaCO&C *�� A —.—L 1)DETAILS APPLY TO 2,3 AND 4 TRACK I11IIIII— aftpWte NoI -U +O(( CONFIGURATIONS. `�\ y LYNN 4 ��i� Rolbed6y. Vara: Rerftlw+: i[sptn/isop� Q OPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATIONS `� C)�.•''.• <<F �r JR 03/17/15 NO CHANGES THIS SHEET P-HOOK SPACING. . �i'�•'ti\CF'NSF' '• 't ��'•^ti-fit^ 45 REINF. 3)SEE TABLES 2$3 FOR REINFORCEMENT t1�: �� ReNeedBy: Oefo: Rte ; a�ri D�dr wi PLATE(12'LONG, REQUIREMENTS. PANEL MIOSPAN 4)CONTINUOUS ANCHOR PLATE,ITEM q8,IS P44OOK ° REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ® � �„ 46 REINF, 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK (/V o S 111= PLATE SMS, POCKET EXTERIOR OR ASTRAGAL ADD-ON. % C) 6 j : U, BY INSTALLATION DETAILS J ROSOWSKI 970X1-114' Ph7OOK 6)ALL REINFORCEMENTS ARE APPROXIMATELY l•A STATE OF �'� t0707ECHNCLOGYDRNE lHfe: paN; {5)Q 2.518'O.C. THE EST ULL REPORTS FOR EXACTHE T DIMENSIONS. REFERTO �',.��•.,•FLpR\UP:•' V';+` VINYL SGD INSTALLATION GUIDELINES 11/18/10 TEST REPORTS FOR EXACT DIMENSIONS. �� '•• .• \ N.VENICE,FL 34276 DETAIL 1 Sq� RO.Box lff iI/jlrOldl>.L\\� NOKOMI8,FL 344 274 Sa<k~W. gam; fiAooC OrewOg Na. Ror. INTO WOOD A.IYNW�k�I��.�R,P.E. P.E.a5e7o5 CERT.OFAUTH.AM90 5470 NTS 1 5 OF 13 MD-SGD470-01 I A DETAIL 4 INTO MASONRY DETAIL 4 DETAIL 4 DETAIL 4 1X BUCKSTRIP INTO WOOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND INTO ALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, N.22KSLCON6 E(2-316, EDGE DISTANCE PER SUBSTRATE, TYP,ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE, SEE TABLE 1,SHEET 8 HEAD PER ANCHORSEE TABLE 1,SHEET 6 EDGE DISTANCE PER SUBSTRATE, �I EDGE 118•MIN.6063.75 REQUIREMENT,SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 6 I DISTANCE ALUMINUM SUBSTRATE TABLE 1,SHEET 6y _..{ EDGE SEE TABLE 1,SHEET 6 • EDGENG r-DISTANCE EDGE 2•�8° I DISTANCEDISTANCE ROWISPACING EMBED• $ PACINMENT. a EMBED- MENT MBED-MENi es.•-? •p :v � /4'T14' T METALuS8 DESIGNED 8 16 8 MAX MAX TO TRANSFER LOAD IMPOSED ON THEM &_/ ULJ TYP.ANCHOR TYPE,EMBEDMENT AND pS X 3/4"SMS EDGE DISTANCE PER SUBSTRATE, 1XO4U REINFORCEMENT SCREW; TABLE I.ANCHOR TYPES: SEE TABLE I,SHEET 6 18GASTEELS7UDORA36 WOOODD 7 9U62 7 PER STILE,LOCATED AT EDGE STRUCTURALSTEEL BUCKSTRIP, CENTERLINE AND W.9'8 Minimum Min.Edge DISTANCE SUBSTRATE 710 NOTE SEE 3 12'FROM ENDS(FACTORY Type Substrate Anchor INSTALLED). Embedment Dl9ance SHEET 1 FOR #12 Sheet Metal Screw(G5) 1-318' 3/4" LOCKSTILES, P.T.Southern Pine 130 Q a` ASTRAGALS, Q (SG-.55) 1/4"Elea UltraCon 1-1/2' 1.3/4" EXTERIOR FIXED STILES 79 114"Elco Crete-Flex SS4 1-112" 1.314• 8 AND A HORIZONTAL Aluminum,6083-T5 min. - #12 Sheat Metal Screw(135) 0.125' 112' RAILS Steel Stud,Gr.33 min. #12 Sheet Metal Screw(G5) 18ga(0.04511') 112° A38 Steel #12 Sheet Metal Screw(G5) 18ga(0.0451') 112" DETAIL4 SILL RISER VARIES B P.T.Southern Pine SG=.55) #12 Wood Screw(G5 1-318' 3/4' INTO STEEL WITH REQUIRED ( ) 26 POSITIVE DESIGN Concrete(min,2.84 ksi) 1/4"Elco UltraCon I-Te" 13x18" METAL SUBSTRATE DETAILS SHOWN FOR HEAD awl PRESSURE,SEE TABLE (SIMILAR DETAILS APPLYTO FRAME JAMB AND SILL, FRAME ti SEE W A.SHEETS 8 8 9. Concrete(min.3.35 ksi) 114'Elco Crate-Flex SS4 1.314' 13/18" EXCEPT POCKET JAMB) IX HEIGHT. PANEL HEIGHT N8 TE X 19 18 O P114"ElcoCrate-FlexSS4 UllfaCon 1-114' 1" Ungrouted CMU,Jambs Only TABLES ° = BELOW O (ASTM G90) Elea Crete-Flex 554 1-114° 1314" 283 zd FRAME m 17 u~i HEIGHT• Concrete(min.284 ks) Elco UltraCon 1-318' 2.112' 2-117 4-518' 1 Concrete(min.3.35 ksi) rel�FlexSS4 1-314'78 RISER 4.1Ag• DRISER II 3.111' Ungrouted CMU,Jambs Ordy UllraCon4344 RISER (ASTM G90) ralo-Flex SS4 1-1/4• 6 127 NOTES 3 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 122 8 12 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 2 83 FOR REINFORCEMENT REQUIREMENTS. 121 13 40 91 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 101 102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-ON. AtODUCT kl•-VIbSD 2 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER vi IED 15 O 9 a amlplyiey w TO TEST REPORTS FOR EXACT DIMENSIONS. OB II�— o� 8 14 — It1�ll 1.11116' aeieiex c rv< �aWu Lala a --- �CJUrnJ C� �� y LYNN 44/ 7j7i ReWedBy: Data: Re.*W.' E plfwatlorr Dat 0 D .O GROUTAS \ p� 4�� iii JR 03/17/15 NO CHANGES THIS SHEET 'G 1/4' SEEDED. MSE M �1/4' , �'��.•'�tCENSC ''..'P • RONtaa6y. Dale: ReNebn: �.�t✓ MAX. EMBEDMENT R `t. 3C a, NOTE 5, SHEET 1 :k No.56705 d MIN.2.7 KSI '. CONCRETE Q 2X WOOD BUCKSTRIP EDGE _ ® DeBWpWn: Dmxn 0Y EDGE SILLPERANCHOR OR FOD BU ,SEE DISTANCE Qf— DISTANCE REQUIREMENT, �•O 6 /D 1$ :'LIJ_ VERTICAL INSTALLATION DETAILS J ROSOWSKI NOTE 4,SHEET 1 NP.ANCHOR TYPE,EMBEDMENT <4 TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE 1, % STATE OF ,\y 1070 TECHNOLOGYORPIE 7%c: Date: AND EDGE DISTANCE PER SHEET6 SUBSTRATE,EDGE ISEE TABLE ISTANCE R,SHEETS ��'� ''•,j0lOR10P;•'�� N•VENICE,FL 34278 P.O.BOX 1629 VINYL SGD INSTALLATION GUIDELINES 11/18/10 SUBSTRATE,SEE TABLE I.SHEET DETAIL 5 DETAIL 5 /��SS'/ON�L�C,� NOKOMIS,FL 34274 S&Jwihm; scale: shoat: Dre64rp No, Raw. INTO MASONRY INTO WOOD A,i4f•1E M1l 7 R`RE. P.E.a se7D5 CERT.OFAU7M N29299 5470 NTS 6 OF 13 MD-SGD470-01 A 1 INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD > ATTACHMENT HEADER (6)ANCHOR CLIP INTO CLIP INTO BLOCK ® ASSEMBLY TYPE AS USED PANEL ° FRAME INSTALL ONE BLOCK AT IN INSTALLATION, STILE ° JAMB 8 EACH INTERLOCK. TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL a SEE ONEBLOCKTHAT (3)#10 X ° TABLE 1 SPANS BOTH PANELS. 1.5"SMS (3)#8 X 1" rre�q o s � MS d o FIXED PANEL CLIP FIXED 58 INSTALL ONE CLIP AT THE MIDSPAN SCREW (2)1/4'x C x TING M PANEL OF EACH FIXED PANEL-TO FRAE / THREAD-CUTTING CLIP ✓ JAMB LOCATION. l SMS PLATE COVER SEEREINF.PLATE Q 68 #10 X 2'SMS(4)�` TABLE 2, #8 X 1-3/4"SMS©SHEETS ` � 10 KEEPER aq dp JAMB TO �uSILL ASSEMBLY LOCKING JAMB KEEPER TO JAMB u �\\ ATTACHMENT xxx d� REINFORCEMENT PLATE SHOWN 00 FOR DOORS OVER 96"•10 ANCHORS @ 10 KEEPER 3-,6--.9-,12-,&46.5"FROM EACH END NOTES � p 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATI(NS. I 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. \ 3)SEETABLES INUOU AN FOR REINFORCEMENT REQUIREMENTS. c o� 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS. `� — 68(4)#10 X Q REINF. 2'SMS COVER INTERIOR EXTERIOR PRODUCr aVAWD c.lbphingilhI FtpHda INTERLOCK a■wl■y cm■ REINF.Q A■mttaht■ieN■1 -04 •U� Re kWO): Dore: R■Nabn: rApi llo■D■te 6 BOTTOM RAIL ° PLATE \� �l LYNN ( �i� NO CHANGES THIS SHEET #loxz-,rz^ \� ,o� ,.........,,�F .� JR 03/17/15 11 SUPPORT SMS ��eNs Q F % ReWed OY' On(■: ReNebn: O■d■ txl (2)#10X1"SMS THROUGH SUPPORT, No.58705 _ ® >#lo a• /�. Q= Dowpow: DOBr.INTO PANEL 1-1/2"SMS PANEL -a •• G� f�i(S ul ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER ASSEMBLY P`•, s°vrA44 °� •'z� 1070TECHNOLOGYDRIVE Tlu■: D°re CLIP ATTACHMENT ALL PANEL CORNERS WELDED, "U�c�'' FLOR`o�.''��; N.VENICE FL 94276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 NO ASSEMBLY FASTENERS ,5'lUi(l' '�\`\M11529 P.O.Box L34 INSTALL ONE ASSEMBLY AT EACH INTERLOCK I NOKOMIS,FL34z74 Spey: Seo: snot DmxvgNo. Ror. PMINMILLELR,P.E. is 5470 NTS 7 OF 13 MD-SG -01 A P.E 0 58705 TOTAL#OF ANCHORS CLUSTERED ��\ C��• ••ldl(��/��i TABLE 2: THROUGH THE HEAD&SILL AT EACH PANEL •''�C,ENSE "p i MEETING POINT.(EX:FOR C3+1,3 ANCHORS ��•• �" ,-it REQUIRED AT PANEL MEETING POINT AND 1 Anchor Quantities and Design Pressures using Heavy Duty Reinforcement ANCHOR REQUIRED AT MIDSPAN OF PANEL). _ I[c : 14p,56705 Anchor and Substrate ANCHORAGE TYPE PER SUBSTRATE _ I tY Typo.See Table 1, FRAME HEIGHT(IN) REQUIRED TO ACHIEVE THE DESIGN -n•:� [(O 1�S 41 Sheol B PRESSURE,USING THE ANCHORTE OOO '•�:. SFANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION QUANTIES LISTED BELOW.SEE TABLE I.SHEET B,FOR COMPLETE H'O'C ......... � ry 80 84 96 108 120 i F ANCHOR LIMITATIONS. / `SI ON N\- NOM. TABLE KEY: NOM. A.LYNN MILLER,P.E. PANEL FRAME A B C D A B C D A B C D A B C D A B C D PANEL FRAME A P.E.#68705 WIDTH SIDE WIDTH SIDE i- (IN) OM !�- Q C? Head&:SIII C5+1 C5+1 G5+1 C3+1 05+1 C5+1 G5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 CS+1 C5+'1 C3+1 C5+1 C5+1 C5+1 C3+1 Haea&SIR C3+1 a � Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 B 6 Jamb 5 r r 24 P-hook 8 7 7 7 8 7 7 7 8 B 8 8 9 9 9 9 10 10 10 10 za P-nook 11-- 24 ❑ +169.4 +169.4 +169.4 +169.4 +160.0 +1610.0 +160.0 +160.0 +137.1 +137.1 +137.1 +137.1 +120.0 +120.0 +120.0 +120.0 +106.7 +108.7 +108.7 +106.7 DessurIgn +80.0 0 Design pressure -80.8 �.O �� Pressure -169.4 -169.4 -169.4 -169.4 460.0 -160.0 460.0 -160.0 -137.1 437.1 -137.1 -137.1 -130.0 -130.0 -130.0 -130.0 -115.6 415.6 -115.6 •115.6 en W ❑ Head&SIII C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 NOM._FRAME WIDTH Z Jamb 5 5 7 5 5 5 ' 7 5 5 b 7 5 6 8 6 6 6 6 8 6 PANEL #OF PANELS WIDTH W 30 P-hook 8 7 7 7 8 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design +141.8 +141.8 +141.8 +141.8 +133.6 +133.6 +133.6 +133.6 +113.8 +113.8 +113.8 +113.8 +99.1 +99.1 +99.1 +99.1 +87.8 +87.8 +87.8 +87.8 ❑ THE MAXIMUM NEGATIVE DESIGN M Pressure -141.8 -141.8 *41. -141.8 -133.6 -133.6 -133.6 -133.6 -113.8 -113.8 -113.8 -113.8 -107.4 -107.4 -107.4 -107.4 -95.1 -95.1 -95.1 -95.1 PRESSURE AT THESE ANCHOR z CV LL Head&SIII C6+2 C5+1 C5+2 +1 C5+2 C5+1 C5+2 I C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 QUANTITIES. J Z co Jamb 6 5 7 5 5 6 7 5 5 5 7 5 6 6 8 6 6 6 8 8 o m THE MAXIMUM POSITIVE DP AT THESE m Q O 36 P-hook 8 7 7 7 8 7 7 7 6 8 8 8 9 9 9 9 10 10 10 10 ANCHOR QUANTITIES.ADDITIONALLY. N F � *123.9 +123. +123.9 123.9 +116.4 +113.4 +116.4 +116.4 +98.5 +98.5 +98.5 +08.5 +85.3 +85.3 +85.3 +85.3 +75.3 +75.3 +75.3 +75.3 THE MAXIMUM DP FOR THE SILL HEIGHT Design MUST ALSO BE CONSIDERED,SEE W Pressure -123.9 -123.9 -123.9o'423.91-116.4 -116.4 -116.4 -116.4 -98.5 -98.5 38.5 -98.5 -92.4 32.4 -92.4 -92.4 81.6 81.8 81.6 81.6 TABLE A,THIS SHEET. JLO Q z Head 8 SIII C5+2 C3+2 C5+2 G3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+1 C5+1 C5+1 G3+1 TOTAL#OF ANCHORS U F Jamb 5 5 7 5 5 5 7 6 5 5 7 5 6 6 8 6 8 6 8 8 THROUGH THE P-HOOK. z r W Z 42 P-llook 8 7 7 7 8 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 TOTAL N OF ANCHORS r +104.5 +104.5 +104.5 +104.5 +104.5 1D4.5 +104.5 104.5 +87.8 +87.8 +87.8 +87.8 +75.7 +75.7 +76.7 +75.7 +66.5 +66.5 +68.5 +66.5 THROUGH THE JAMB. t j a ❑ Design + + OH LENGTH C' Pressure -104.5 •104.5 -1 -104.5 -104.5 -104.5 -104.5 -104.5 B7.B -87.8 -87.8 37.8 320 •82.0 82.0 -82.0 -72.0 -72.0 -72.0 -72.0 Z Head 8 SIII C5+2 C3+ 05+2 C3+1 C5+2 C3+2 G5+2 C3+1 G5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C6+1 C5+2 G3+1 WHEDOORE ET E OVERHANG INSTALLED (� Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 7 6 6 6 8 6 iS EQUAL TO OR MORE THAN RATIO $m N Z p EXEMPTED FROM WATER }� LL[ Z d' 48 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 OI INFILTRATION.THE OVERHANG a ddd❑ ai Design +80.0 +80. +80.0 80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60,0 +60,0 +60.0 =1 RATIO SHALL BE CALCULATED BY Pressure -80.0 80. .60.0 80.0 80.0 30,0 -80.0 -60.0 80.0 -80.0 -80.0 30.0 .65.0 85.0 -65.0 •65.0 85.0 85.0 85.0 -65.0 = THE FOLLOWING EQUATION: 0 Head&SIII C5+2 C3+2 03+1 C5+2 C3+2 C5+2 C3+1 G5+2 C3+2 C5+2 C3+1 TABLE A: OH RATIO=OH LENGTHIOH HEIGHT Jamb 5 5 6 5 5 5 8 5 5 5 6 5 N � Water-Llmlted(+)Design Pressure o 54 p.hook 7 7 7 7 7 7 7 7 8 8 8 8 NOTES: Design +74.1 +74.1 +74.1 +74.1 +74.1 +74.1 +74.1 +74.1 +63.8 +63.8 +63.8 +83.0 Nominal Sill Actual SIII Max.(+)OP Pressure -74.1 -74.1 -74.1 -74.1 -74.1 -74.1 -74.1 -74.1 83.8 83.8 -83.8 83.8 Height Height Allowed 1)DETAILS APPLYTO 2.3AND 4 o o TRACK CONFIGURATIONS. n p Head&Sill C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 03+1 C5+2 C3+2 C5+2 I G3+1 1-11118" 1.688" See Table Note 2 Y z Jamb 5 5 5 5 5 5 6 5 5 5 8 5 D LOCA?OSEE N&SPACING. ANCHOR 3-1/2' 3.464" +60.0 sf 60 P7look 7 7 7 7 7 7 7 7 8 B 1 8 8 4.1/16" 4.D3T' +60.0 pst 3)SEE TABLE 2 FOR Design 1+60.0 1+60.0 +60.0 +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 q8/8" 4.614" +100.0 par REINFORCEMENT REQUIREMENTS. Pressure FW-074-30-0 50.0 80.0 -6(1.0 •60.0 80.0 80.0 80.0 80.0 80.0 80.0 TABLE NOTES: 4)CONTINUOUS ANCHOR PLATE, rkpoUCr kVVWEA ITEM#8,IS REQUIRED ATALL r c.nplyia&whk die FkfWb Roinforcements Required,(See Parte on Sheet 10) FRAME ANCHOR LOCATIONS. Bakft Code 5)PANEL WIDTH DOES NOT 1)THE LESSER VALUE OF TABLE A AND TABLE 2 0 Interlock LocklFlxed Stile Astragal Astragal Add on ToplBoltom Rall PIota(Pelt#24,25) DETERMINES THE WATER LIMITED(+)DP. O'smos•R NS0 U`�• ftlk�pTTT(o PeAN 29 Peril)26 PeAX 26 PeAN 30 I PeA#28 1 Required for Heights over 96' INCLUDE INTERLOCK OR I 2)THE 1.11118'SILL MAY ONLY BE USED WHERE WATER ASTRAGAL ADD-ON. INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.IF SO,+DP'S SHOWN IN TABLE 2 6)SEE SHEET 2 FOR APPLICABLE MAY BE USED. DLO PER PANEL SIZE. TABLE 3: \�0\( Anchor Quantities and Design Pressures using Standard or Composite ``\`\x.•'��cerlsF' Reinforcement ;. Anchor and Substrate Type.See Table 1. FRAME HEIGHT(IN) Ito, u Sheets B-PANEL MAXIMUM CONFIGURATION TOTAL#OF ANCHORS CLUSTERED •'V` THROUGH THE HEAD&SILL AT EACH PANEL I D F5 .,�� BD 84 96 MEETING POINT.(EX:FOR C3+1,3ANCHORS TC REQUIRED AT PANEL MEETING POINT AND i�iC� •..FLORtVP'-C\G": NOM. ANCHOR REQUIRED AT MIDSPAN OF PANEL). �i C• """"� \ + 7�"IONA PANEL FRAME A D C D A B C D A 6 C D WIDTH SIDE ANCHORAGE TYPE PER SUBSTRATE :L'YNNIMII-L 05•P.E. REQUIRED TO ACHIEVE THE DESIGN P.E#58705 QM PRESSURE,USING THE ANCHOR Head&Sol C5+1 03+1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 QUAN7IESLISTEDBELOW.SEE Y O- Q O Jamb 5 5 8 5 5 5 8 5 5 5 6 5 TABLE 1.SHEET 6,FOR COMPLETE 7 O ANCHOR LIMITATIONS. h i 24 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 ❑ Design +127.11+127.11+127.1 +127.1 +120.0 +120.0 +120.0 +120.0 +102.9 +102.9 +102.9 +102.9 TABLE KEY: PANEL FRAME 0 U i Pressure -127.11-127.1 -127.1 -127.1 -120.0 -12QO -120.0 -120.0 -102.9 -102.9 -102.9 -102.6 WIDTH SIDE A �+' Head&Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Gro W Jamb 5 5 6 5 5 5 6 5 5 5 8 5 Hrad&sin C3+1 Z Jamb 5 W 30 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 24 P-book a Design +108.3 +106.3 +106.3 +106.3 +100.2 +100.2 +100.2 +100.2 +85.3 +85.3 +85.3 +85.3 gesso •80.0 c"' 5 C3 Pressure -106.3 -106.3 -106.3 -106.3 -100.2 -100.2 -100.2 -100.2 -85.3 -85.3 -85.3 -85.3 Prossuro eo.o w LL O LU Head&SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 NOM. FRAME MOTH -j Z O Jamb 5 5 6 5 5 5 8 5 5 5 6 5 WIDDTH- #OF PANELS N m h 36 P-hook 7 7 7 7 7 7 7 7 8 8 B 8 !- Design +92.9 +92.9 +92.9 +92.9 +67.3 +87.3 +87.3 +87.3 +73.8 +73.6 +73.8 +73.8 L1J (--• Pressure -92.9 -92.9 -92.9 -92.9 X7.3 X7.3 -87.3 -87.3 -73.8 -73.8 -73.8 -73.8 THE MAXIMUM NEGATIVE DESIGN Z PRESSURE AT THESE ANCHOR J Head&SIII C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 QUANTITIES. � H Jamb 5 5 5 5 5 5 6 5 5 5 8 5 THE MAXIMUM POSITIVE DPATTHESE W Z ANCHOR QUANTITIES.ADDITIONALLY, 42 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 THE MAXIMUM DP FOR THE SILL HEIGHT Q Design +78.4 +78.4 +78.4 +78.4 +78.4 +78.4 +78.4 +78.4 +65.8 +65.8 +65.8 +65.8 MUST ALSO BE CONSIDERED,SEE Pressure -78.4 -78.4 -78.4 -78.4 -78.4 -78.4 -78.4 -78.4 -65.8 •65.8 -65.8 -65.6 TABLE A.THIS SHEET. z U) y Head&SIII C3+2 C3+1 C3+1 C3+f C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 TOTAL#OF ANCHORS THROUGH THE P-HOOK. LU Z Jamb 5 5 5 5 5 5 5 5 5 5 6 5 TOTAL#OF ANCHORS b: ❑ LLA 48 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 THROUGH THE JAMB. Design +60.0 +60.0 +60.0 +80,0 +80,0 460.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60.0 Pressure -60.0 -60.0 1 -60.0 -60.0 -60.0 1 -60.0 -60.0 1 -80.0 1 -60.0 -60.0 -60.0 -60.0 OH LENGTH (rR1y Reinforcements Required,(See Parts an Sheet 10) DOOR ASSEMBLIES INSTALLED s' Interlock LocklFixed Stile Aslragel Astragal Addon Top/Bollom Rail WHERE THE OVERHANG(OH)RATIO ti IS EQUAL TO OR MORE THAN i IS Standard Part#28 Pad#26 Pad#26 Part#30 Pan#26 EXEMPTED FROM WATER cS o Thelmal-0pllon Pan#28 Pad#27 Peru$27 Pan#30 PaA#27 RATIO SHALL BE CALCULATED 4 ?I RATIO SHALL BE CALCULATED BY �Z 0 THE FOLLOWING EQUATION: OH RATIO-OH LENGTH/OH HEIGHT TABLE A: TABLE NOTES: Water-Limited(+)Design Pressure 1)THE LESSER VALUE OF TABLE NOTES: r}{OeUCT kYVISSA A AND TABLE 3 DETERMINES Nominal Slll Actual SIII Max.(+)DP THE WATER LIMITED(+)OF. n complying-Ilk aAe pkv Height Helghl Allowed 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. guiding Code 0 L1a i-11/18" 1.688" SU+6D.Opsf 2)THE 1-11116'SILL MAY ONLY 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. «eplonn No BE USED WHERE WATER 3)SEE TABLES 3 FOR REINFORCEMENT REQUIREMENTS. (spinllox Diu I. 3.1/2" 3.484" INFILTRATION RESISTANCE IS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR NOT REQUIRED OR OVERHANG LOCATIONS. l 4.1/16" 4.037" IS PER FIG 1.IF SO,+DPS 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD•ON. Oak 4578" 4.614" SHOWN IN TABLE 3 MAY BE 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. USED. `�.` I LYNN df/(( /. Part# PGT.# Description Part# PGT.# Description Part# PGT.# Description .tON•\�eN,� •.FR 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen 2 619002 2-Track Sill 51 48052 Roller Adj.Hde Plug 90 612256 Screen Top Rall "; too.58705 _ 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail 11 _ 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockstile p f 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal �� s AT OP 6 619028 4-Track SIII 56 44365 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter �� 7 619009 Frame Screw Cover 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock '/FSVONAA im L\. 8 619031 Anchor Plate 59 71696G Sill Plug 98 617347A Screen Bug Flap A Lop E.958 05 P.E. 9 619007 Track Insert 61 78X38PPTX #B x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set r 10 619029M Aluminum Keeper 62 7BX34PPSDAX 48 x 3W'Fl.Ph.TEK- S.S. 88 720XlX 1/4.20 x 1"S.S. Y g Q o 11 619036 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 114-20 x 1-1/2"S.S. � 12 619006 Outer SIII Cover 64 781 PQX #8 x 1"'Pn Quad-S.S. 100 71793G Wstp,.279'x.1150"-Fin Seal 0 �- 13 619011 Sill Track Cover 65 78X114PHPT41OX 48 x 1-1/4"Ph.Pn.TEK 101 7SRAZ Standard Roller O 14 619039 Box Screen Sill Add-on 66 710X1PPSDAXI( #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. £g W 15 619012 Outer Screen Track(Standard Screen) 67 71OX115PPX #10 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset Q Z 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers J 17 619022A SRI Riser-(DP60) 69 710X212PPDAX #10 x 2-112"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper W 18 619023A Sill Riser-(DP80) 70 712X112PP #12 x 1-1/2"Ph.Pn.A Standard Screen LL 19 619024A Sill Riser-(DP 100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail C9 0 20 619032 P-Hook Adapter 72 Dow Corning 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) Q 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1/16" 112 612033 Screen Frame-Side Rall $ 24 619014 Reinforcement Cover 75 Cardinal XL Edge Spacer 113 617363 OXO Semen Astragal Adapter $ Q (q 25 619030 Reinforcement Plate 76 Silicone-Foam Super Spacer-11/16" 114 64853K Vinyl Astragal J ~ 26 619017M Top,Bottom and Stile Reinf.(Alum) 77 Hot-melt Butyl 115 617356 Screen Sill Adapter L0 Q ~ Z 27 19046 Top,Bottom and Stile Reinf.(Comp.) 78 619010 1-1/16"Beveled Bead 116 6FP95K Bug Flap ti W z 28 619018M Interlock.300 Reinforcement 79 619015 1-1/16"Ogee Bead 117 7R42DK Rivet Q — 29 619013M Interlock.400 Reinforcement 82 62139 Ogee Vinyl Muntin 118 74X1PA #4 x 1"Ph.Pn.SMS $ o 30 619019M Astragal Reinforcement 83 63609 Insulated Glass Muntin-Horizontal 119 7BX112PSATS #8 x 1-1/2"Ph.Pn.SMS A Z O U) 31 619035 Reinforcement Plate 84 4CONN I.G.Intersection 120 41703N Screw Boss Bushing m^ 0 } O 35 619005 Interlock Adaptor 85 7558K I.G.Gridlock Clip-7/16" 121 712027 Comer Key Wheel Assy.(Standard) -o J Z 4 36 619008 Astragal Add-on 86 7560K I.G.Gridlock Clip-5/16" 122 712027SS Comer Key Wheel Assy.(S.S,Whearing) m "� 37 619004 Panel Stile,Top/Bottom Rail 123 41805K Screen Handle 40 718609 .187 x.280 Finseal(Stile) 124 41806 Screen Handle Slide 41 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 125 704/68 Screen Latch Assy. 42 419041 Interlock Clip Cover 126 7SNKPN Screen Keeper o �E 43 78153X Tandem S.S.RollerAssy. 127 61693K Serrated Screen Spline-.146' a 44 78153N Tandem Nylon Roller Assy. 128 61692K ScreenSpline-.165" o0 0 a 45 619043 P-hook Reinforcement plate 129 61694K Screen Spline-.150" Y 46 71OX125FPSDX #10 x 1-114"FI PH SMS 130 61816C20 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. 'M6I1CT klrVlkEO js ap ins whk Ike Pbrlu t1' cove Wb r e yo 5.6 .AseM■nee no thpindo.o'r� is UL.^� Daae ae! TYPE STANDARD REVERSE TYPEJ LEFT HAND POCKETS LEFT HAND POCKETS TYPE D K L D 2P2T AA M XX i5....w,...,..d 9 XX �^ 1 P2T M 6P3T R F B P D K X X so C M DS 2P2T P R O)Omo M A L D XO OX 2P2T B F F B S D K T A M 6P3T M A 3P2T P RXX M A SD C N Ds XXXXXX I. oxo D K 3P3T g g F F F L D B 3P2T H NOT AVAILABLE A M 8P4T R F g P M A XXX Xx X%X D D K B F 8 F OXXxXXXO A R 4P4T B F L D 3P3T rM Os SD A B A M F F F g g A ,, u XxXx XXXX 8P4T M A XXX OXX 0 K 2P2T O M xxxxxxxx gF XX P M 3P3T Ds sD A M IDco c" m wM d XXX �� 4P2T g c M F L D XXX% 4P2T R P NOTAVAILABLE C M B F oxxo 6P3T B F L D C M 4P2T M A NOT AVAILABLE XXXXXX C M XX%X B F D B K 8P4T B F B F B F C M A LEff:j 4P4T U U M xxxxxxxx M DS DS NOTES SD SD A 1)MAXIMUM OF(8)EIGHT PANELS UP TO 98'FRAME HEIGHT. XXXX - XXXX 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME D K HEIGHTS OVER 96'AND UP TO 120'. B F 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE=292.625 FT- g F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 96'(REFER TO PRODUCT kKVPW 4P4T p R TABLES 2AND 3 FOR MAXIMUM PANEL WIDTHS). r moplyiW wN9 Us radlIN J J M A U U \\111111!// Buldla&Co& Ds so �\ L b4/ �� Revleod6l. Dab: RaVW=' /,edplsmislo M DS 90 A ^ `�� NF1•( �lF �i: JR 03/17/15 NO CHANGES THIS SHEET L�pin11.�DW y xxxo Dxxx ,/L J\r ��.•'�\GENS$ L D L D INTERIOR ��' * � � uma: aar : fro. F P R B NU.587OS 5P3T R SCREEN SCNO REEN P VIIs w— ® �TmN oo• OXXXo OXXXO EXTERIOR o • hi w, SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI L D L o n "A STATE OF F A M B C' `� '��` •'•.FLOR\OP•''�� 10707ECHNOLOGYDRNE M. SP3T L+ A ��/// '�.� N.VENICE,FL34275 VINYL SGD INSTALLATION GUIDELINES 11!18/10 XXXXX SCNO REEN %7000( SCREEN / O.BOX 1529 N NO �/S/SJON� +`\\ NOKOMI9,FL 34274 Smb: Shoal• OlaxUp No. Ray. A.LYNN MILLER,P.E. CERT.OFAUTH.s2929e 5470 NTS 12 OF 13 MD-5GD470-01 A REA 58705 DOUBLE P SINGLE FIXED SINGLE SINGLE C INTERLOCK ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK FIXED SINGLE SINGLE SINGLE M LOCKSTILE 1 DOUBLE INTERLOCK R LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK T ASTRAGAL FIXEDi! SINGLE J LOCKSTILE L� ASTRAGAL (BOX OUT) OUT LOCKSTILE K INTERLOCK LOCKSTILE SD SINGLE DOUBLE T ASTRAGAL FIXED U ASTRAGAL INTERLOCK INTERLOCK IN LOCKSTILE OUT LOCKSTILE (BOX IN) (BOX OUT) A DOUBLE [� LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL n www LOCKSTILE S FIXED ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE cl � SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL D LOCKSTILE SINGLE INTERLOCK OUT INTERLOCK NOTES (BOX OUT) i)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. ASTRAGAL SINGLE J ASTRAGAL 3)SEE TABLES 2&3FOR LR LOCKSTILE REINFORCEMENT REQUIREMENTS. (BOX OUT) OUT INTERLOCK (BOX OUT) OUT 4)CONTINUOUSANCHORPLATE.REM#S, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN MODUcr wa'vulW C SINGLE ASTRAGAL ~�,ChAn»florih Be1dM (BOX IN) INTERLOCK IN �l, �,� RorhadBy Dste: ReNabn: L�p�ingoliou0.t/ ^D o"C, JR 03/17/15 NO CHANGES THIS SHEET V pCi .... ... !FR `.•';�CENS(• RaWood By: Dole: RoHsbn: M4N Dadr io/M CcMad SINGLE SINGLE INTERIOR Q; B INTERLOCK INTERLOCK _ No.58705 = ® Dmdpdoa: EXTERIOR PANEL TYPES J ROSOWSKI .'� STAFF; �. 1070 TECHNOLOGY DRIVE 7+Ee: SINGLE �/ :0 '., FL�n�at,.'0� N.VENICE,FL 34276P.O.Box IW9 VINYL SGD INSTALLATION GUIDELINES 11/18/10 MLOCKSTILE INTERLOCK NOKOMIS FL 34274 ; sme: moor Dmw9gNa R% ^'4� I 7of5i CERT.OFAU7H.#292BB 5470 NTS 13 OF 13 MD-SGD470-01 A Florida Building Code Online Page 1 of 3 .41 m I{s Q $ s {1Ada vt'pwi1T@Iltq BCIS Home Log In I User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff ( BCIS Site Map Links Search Business'I Professional "' product Approval USER:Public User Regulation Miri Prcduct Ao�roval Menu>Product or Aoolication Search>Aoolication List>Application Detail 7 EN FL# 1`1_239-1122 Application Type vision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CSingle Subcategory Compliance Method ark 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 09/14/2015 Date Validated 09/18/2015 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquS 1 Bu8CAEm... 3/17/2016 Florida Building Code Online Page 2 of 3 Date Approved 09/18/2015 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 R22 C CAC 15-0528.22.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 11 15-0528.22.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: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC iS-.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 R22 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 R22 C CAC 15-0519.07.Ddf 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 R22 II 15-0519.07.Pd (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 R22 C CAC 15-0519.08.1)df 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 FL2.39 R22 11 15-051.9.08.0df (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: 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 R22 C CAC 15-0609.02 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 11 15-0609.02 LM.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: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.03 SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.03 SM.pd (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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 3/17/2016 Floxida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.11 LMI.odf 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 R22 1I 15-0612.11 LMI.Ddf (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: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.10 SMI.2df 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 R22 11 15-0612.10 SMI.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: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.06b.ndf 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 FI-239 R22 II 15-0519.06b.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: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window I s of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.05.Ddf 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 R22 1I 15-0519.05.Dclf (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::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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: s"Z ctlri i y:.t t�;r tt t c::• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 3/17/2016 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-118"MAX.O.C. 21'5/8' FOR ARCH•TOP RADIUS-TOP 54'MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FORALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12'MAX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL FRAME SEAM -� 30' 12' / WINDOW TYPES) WINDOW TYPES) SHEET 3 '�SEEMAX.O.C. / �(II 52-118"MAX.BUCK WIDTH A,SEE1"—" — 12'MAX, / 10"MAX.FROM SEE D,SEE 8&9 SHEETSr 1-1%4' B,SEE -30'MAX.O.C. �12"MAX SHEET 3r FIXED VISIBLE �_ FRAME SEAM SHEET 4 I 11 SHEET3 LIGHT WIDTH I A,SEE F'-- — l B,SEE—,_,___k+-30"MAX.O.C. 12"MAX C.SEE f'—" SHEET3 I 12'MAX. I SHEET3 _ SHEET4i I FIXED _ — —+ EQUALLY ) i VISIBLE T- A,SEE —' / 12"MAX. / EQUALLY I I 17-710'MAX.O.C. SPACED I I LIGHT 17-7/8'MAX.O.C. SHEET3i— ANCHORSPER I HEIGHT EQUALLY / SPACED I �— TABLES 9-11 I I I 17-710'MAX.O.C. ANCHORS PER I I 91.70' SPACED TABLES 9-11 I / / MAX. ANCHORS PER O I! / } 62° O I BUCK O I I O BUCK TABLES 9.11 I I �1--J— —I 84' I _ MAX.MAXHEIGHT �— HEIGHT ' T 10'MAX.IO.C. BUCK AS SHOWN x I) 10'MAX.O.C. BUCK HEIGHT 4 10"MAX.O.C. X /D HEIGHT x Q (MAX.; x u 7' -- L_.—'--- ._ �— / 13-3/4'MAX.O.C. EQUALLY I / 1 13-3/4 MAX.O.C. EQUALLY SASH 1 13-314'MAX.O.C. EQUALLY i L VISIBLE BPaceO --•-- --- SEE T t SPACED I � SPACED �_ I J ANCHORS PER I / ANCHORS PER / HEIGHT ANTAB��R I �A SHEETS 9 TABLES 9-11 i A I TABLES 9-11 Al I I — .11 I 6-12'MAX. - 6-1Y!'MAX -..6.1Y2'MAX. NO ANCHORS AT SILL — __ NO ANCHORS AT SILL _ _ NOANCHDRSATSILL tI Dom_.--.-J 1-1/4' — SEESILLWEEP- B�---'J } SEE SILL WEEP- B - - SEE SILL WEEP• B 54'MAX.BUCK WIDTH -+I�NOTCH DETAILS.NOTCH DETAILS, NOTCH DETAILS, NOTCH DETAILS, SASH VISIBLE SHEET4 LIGHT WIDTH - SHEET3 SHEET SHEET 3 i ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME - ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HMG TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 55 CLRESI�TANZSI GLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 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 GENERAL NOTES.........................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. ELEVATIONS...................._..........1 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS.............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEO/BOX.................3 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN . 6)1!4°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J•CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILSES...................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13G0. ANCHOR QUANTITIES.................8-10 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 NOT BEEN USED IN EXTRUSION PROFILES................11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORSTHAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST...........12-13 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 4pprowd ss cumpIyInp wllh 1h. 10)REFERENCES:TEST REPORTS FTL-7964 B 7986;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF F1.11ds W-i0 C c CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN A B.I. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ��`A,I LYNN hU rrrii Ravlsad 8y: Date: ReHslort: NOAH l / 57ia'm7�l D/n ee Prafu USER INSTRUCTIONS: :,��o �ICENBg'•�F� � Revises ey: Oct.: ReHsfan: Iy` 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �•' •'.'�( 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. t Na.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® Descrtp6on: Drown By: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW = GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 'v r I S " 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR •'., TI, P jd 1070 TECHNOLOGY DRIVE TiDo: D°te' 5)INSTALL AYOUR IS PER SH ECONDITION 3 FOR FROM 7HRU--FRAME WSTALLATION ORS EMIN. ET 4 FORIINTEGRALFROM FIN NSTALLATIONSHEET-SET ARE MET. %�`�•;-.FLORIOp.,•`('j N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 rrr�SAk- ` (941)-480-1600Serlas/Model: Scde: Shoat: Drawing No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A,)LYNN MItLE!R,P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEG/BOX). P.E.058705 CERT. OF RUTH. #29296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glave Description(Elated from Exterior to Interior) Design Pressure Types Options ConOga Shapes Installation Optlone that may he used Type Table# Shoet# (see Fig B) (see Table 1) (see Flg A) (sae Flg C) 5 7/6'Laminated I.G.:1/B'A Exterior Cep+7118'Air Space+5116'Laminaled;(2)Lites of 118'A Glass with.090'PVB Interlayer 4,5 6 ....Info 2X Wood Frame/Buckstdp-sheet 3,option 1 6 7/8'Laminated I.G.:US'T Extedor Cep+7116•Air Space+5118'Laminated;(2)Utes of 1/B'A Glass vAth.D9O`PVB Interlayer 4,6 6 Equat-Ute, Square/Rect., 7 7/8'Laminated I.G.:3116'A Exterior Ca +3/8°Air Space+6118'Laminated; Liles of 1/8•A Glass with.090'PVB Intede er 4,6 6 Flange Through the frame ....Into gh iX uckst/CMU-sheet 3,option 2 P P Cz) Y (#2) 5-18 OdaVProNew Arch-Top 8 of the window...... ,,,,through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 8 718'Laminated I.O.:3/16'T ExledorCap+3/8'AIr Space+5/16•Laminated;(2)Liles of 116'A Glass with.090'PVB Inledayer 4,6 6 8 Cottage Radius Top 8 71W Laminated I.G.:1/8'A Exterior Cap+7116'Air Space+5116'Laminated;(2)Utes of 118'H Glass with.090'SG Inledayer 7 7 ....into Molal-sheet 3,option 4 10 7/8'Laminated LG.:1/8'T Extedor Cap+7/16'Air Space+5116'Laminated;(2)Liles of 1/B'H Glass with.090'SG Interlayer 7 7 ....into 2X Wood CMU-sheet 3.p-sheet 3,option 1 Box I Equal-Lite,l8quare/Rect., Through the name ....Into C/ncretdCMU-sheet 3,option 2 11 7/8'Laminated I.G.:3118'A Exterior Cap+3/8'Air Space+5116'Laminated;(2)Lites of 118'H Glass wilh.090'SG Inledayer 7 7 Equal-Leg 5-16 OdeVPrWew Arch Top 8 12 71W Laminated I.G.:3118'T Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Lites of 118°H Glass with.090'SO Interlayer 7 7 (44) B College Rergus-Top of the vdndow...... .,,,lhrough 1X Buckstdp into Concrele/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:VS*A Exterior Cap+5/16'Air Space+7/16•Laminated;(2)Liles of 3116'A Glass with.090'SO Inledayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8'Laminated I.O.:1/8'T ExledorCap+5/18'Air Space+7/18'Laminated;(2)Lites of 3/16'A Glass with.090'SG Inledayer 8 7 Through the ....Into 2X Wood FremetBuckstdp-sheet 4,option 5 15 71W Laminated I.G:3118'A Extedor Cap+1/4•Air Space+7/16'Laminated;(2)Liles of 3118'A Glass with.090'SG Interlayer 7 7 J-Channel Equal-Lite, SArch-Recl.,Integral In...... .•.,(nlo Metal-sheet 4,option 7 5-8 OdeCottage Arch Top 8 into 2X Wood Frame/Buckstd sheet 4,option 6 18 718•Laminated I.G.:3/18'T Exterior Ce +1/4•Air Space+7/16'Laminated; 2 Liles of 3/18'A Glees with.090'SG Nteda er 7 7 (#1) Through the frame•••• P• P Cap Pa () Y 8 College Radius Top of the window...... „•,Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 B 15 MAY NOT BE USED IN Equal-Lite, Square/Rect.,Integral fin...... ,,,,Into Metal-sheet 4,option 7 Group Anchor Substrate Min.Edge Min. THE HVHZABOVE 30'. Integral Fin5-8 Od6VProNew Aroh Tap 8 Distance Embedment • (#3) Through the hams••••Into 2X m Wood FreelBuckatdp-sheet 4,/Afton 8 8 Cottage Radius-Top P.T.Soul em Pine(SG= ) 7/1 13/8" of the window...... ,,..Into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8" 0.050" (steel,18.8 S.S. 'MIN.OF 3 THREADS 'A°=ANNEALED or 410 S.S.) Steel Stud,A653 Or.33' 3l0" 0.0451°(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "H"=HEAT STRENGTHENED A Aluminum,6063-TS' 318' 0.050" SUBSTRATE.FOR "T"=TEMPERED ® STEEL STUDS, "PVB'=.090'BUTACITEPVB P.T.Southem Pine(SG=0.55) 7/16" 1318° /i/ BY KURARAY AMERICA.INC. 31161 steel Ullracon Concrete min.2.85 kat 1" 13/8„ MIN.Fu-45 KSI& /� ( ) MIN.Fy=33 KSI. � 2 JOR Un routed CMU, ASTM C-90 2-1/2" 1-1/4" D sG^_.090'SENTRY BY K9 ( ) 'UNGROUTEDCMU" INTERLAYER BY KURARAY #12 SMS P.T.Southem Pine(SG=0.55) 9/16" 1318" Q BOAMERICA,INC. VALUES MAY BESteel,A36' 3/8" 0.050" USED FOR GROUTED FLANGE EB (steel,18-0 S.S. - // PVB AND SG INTERLAYERS MAY or 410 S.S.) Jeetud,A653 Gr.33' 51"(18 Ga.) CMU APPLICATIONS. ALSO BE MANUFACTURED BY i Aluminum,6053-T5* 3/8" 0.06 EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA INC. 1/4'ale Ilracon Concrete(min.2.85 ksi) 1" 13/4" C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" FIGURE C:FRAME SHAPES 1/4°steel Cre ID.3.35_ksi)__ 1° 13/4" -BUCK WIDTH — {BUCK WIDTH —�I BUCK WIDTH- ---'--: a 1/4°steel Ultracan ' . s - 3/4° 1/4•steel Ullracon P.T.Southem Pine(SG=0.55) 1° 1.3/8" 1 3 � T 0 0 114"steel Cretefiex Concrete(min.3.35 Kai) 2-1/2" 1-3/4° _ INTEGRAL Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" _ _ _ J•cHANNEL FIN D 1/4"steel Creletlex w r P.T.Southem Pine(SG=0.55) 1" 13/8" � x 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1318' m m w FE1/4"steel Aggre•Gat/r P.T.Southem Pine SG=0.55 1" 1 8 !Grouted CMU,(ASTM C-90) 2" 2„ RECTANGULAR RADIUS-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY appraved ar complying wllb th. BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Florida ng C nay Group Anchor Substrate Min.Edge Min. DESIGN PRESSURESAND ANCHORAGE FOR THAT BLOCK SIZE FROM Oelc ll�r Distance Embedment THE TABLES ON SHEETS 8.10. 11 I NOAa E 2-1/2'x,131'Common Nall P.T.Southern Pine(SG=.55) 3/8' 2.7/16' ��`�(�Yt4N!y/(��i�� Revrsee W. Date: Revision: ml a Prndoet on QQQ��JJJJJJ�� 2-1/2°Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8' 2.7116° \_\?�.•��CENse '• Q !/ P.T.Southern Pine(SG=.55) 1/2' 13/8' Q : Revised W. Dote: RevWon: v #10 Trusshead SMS Aluminum,8063-T5• 3/8' 0.050' ;' No,!i0705 (steel,18-8 B.S. - = Orawn 651 or 410 5.5.) Steel Stud,Or.33' 318` 0.0451'(18 Ga.) _ C - ® �cNPRcn F Steel.A36* 3/e^ 0.050" MIN.OF3 '.� -7 Cr S LU- GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND '•U••, I o ). UJ; P.T.Southem Pirie(SG=.55) 9/16' 1318' THE METAL � .•' 1070 TECHNOLOGY DRIVE Hera: DOt°` #12 SMS Aluminum,6083-T5' 3/8° 0.063" SUBSTRATE.FOR '�U,C•'•.,FLORIQP'-'�Oz ` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. steel Stud,Or.33' 318° 0.050' STEEL STUDS, ' CS's ^ (941)-480-1600 or 410 S.S.) N.Fu=45 KSI& err' to ;�� Swfes/Modal: Saole: Sh°e!: Drawing No. Rev: steel,A36• are• 0.050• MIN.Fy=33 KSI. P.E.A.LVtJfJMILL�I�, CERT. OF RUTH. 829298 SH-5500 NTS 2 OF 13 MD-SH5500-01 P.E.a 5e7os INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I•f EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O1/4'MAX SHIM 1f4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE Lam_ J-CHANNEL EMBEDMENT AND EDGE ❑�� 18 LIGHT WIDTH I'Q 17 t ❑ FRAME 1 DISTANCE PER SUBSTRATE, a SHOWN 1 SEE TABLE 2,SHEET 2. — - ------ o (SCREW SHOWN) 44 BALANCE EMBEDMENT � TYPE VARIES -- - - -- ----- a� � �t14"MAX SHIM 42 WITH SASH o O �a TYP.ANCHOR TYPE. DISTDANCE GE WEIGHT 54 30 EMBEDMENT AND EDGE 31 (� DISTANCE PER SUBSTRATE, I SEE TABLE 3,SHEET 2. �D�o EXTRI OR 3 TYP.ANCHOR TYPE, I.� 18 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE FRAME SEE TABLE 3,SHEET 2. FIN DISTANCE PER SUBSTRATE. FIXED 20 OPT.SASH TOP LIGHT WIDTH VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT I FRAME HEIGHT FORALL WINDOWS: NOTES: SHOWN I1 ANCHOR @ 3.55" 1)USE ONLY L BUCK WIDTH 49 ? 48 O 21 FROM END AND AT SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 72OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 9 SCREWS @16-318" INSTALLATION OPTION SHOWN MAY SHIM 14 - 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL {�. 1/4"MAX HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF_DRILLING I SHIM iw SCREWS @ 83/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 65 30 FROM ENO. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, ❑�� TONSIDHAN RED1XI ARE TOTE (-'T SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF (� LIGHT UNIT IS INSTALLED DIRECTLY TO V� HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q Q 85 (WHEN USED)SHALL BE DESIGNED TESTED UNIT FIN AND(OR Q (2)1" 81 30 63 TO PROPERLY TRANSFER LOADS 31 LOCATION:6318' - FLANGE REMOVED INTERIOR FROM SASH END. TO THE STRUCTURE.WOOD BUCK WEEP IN-FIELD I II �I DESIGN AND INSTALLATION IS THE IIIII�--INNNNI ��7 NOTCHES AT 80 Q RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN — REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 4pproved as complying wish its, OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL 1/4'MAX ANCHORED THROUGH Flarld■ nld INTEGRAL FIN BEADING ng C e ��--II NG TO BEADING. FRAME SHOWN QU� SHIM 1`11111 11111/!! INTEGRAL FIN INTO METAL (INTEGRAL FINlFLANGE REMOVED) NO � v Revised Dale: Revision: 110Aq . .27'X 1.2�WEEPHOLE `��. ....... Jjze iBy: 8 s#10) educt 38 WIC OVER@2.67` T Ra•:.• �1GENSF•'•.F.Q FROM EACH END. I �!: •'..itFff. Revised By: Data: Revision: fly c) VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR E. EDGE DISTANCE EMBEDMENT AND EDGE -_� WIDTH _ prawn By: DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.112" --'(1 s- ll;_ Oesariptlon: SEE TABLE 3,SHEET 2. —.-I EMBEDMENT @FIXED LITE:BUCK WIbTH-4318' %� '•, //OII : (!1-; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 0 •. lAT OF HEIGHT(EQUAL-LITE) ' •'•.F[OI110 P.•'• \�� 1070 TECHNOLOGY DRIVE Title: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15116' '�r STs �`�G, N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN rrrrl NA4' INTO 2X WOOD FRAME OR BUCK- �I1 �"`" (941)-480-1600 Sertee/Model: scale: Sheet: Orowfng No. Ror. STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF AUTH. 829296 SH-5500 NTS 4 OF 13 M D-SH5500-01 P.E.#58705 7/8'NOM. 718'N 7/8""NOM. 718"NOM. 718"NOM. 5116"AIA PVB 5116"AIA PVB 5116"AIA PVB 5116"AIA PVB 5/16'HIH SG- 7/16"AIR SPACE 7/16'AtR SPACE 3/8"AIR SPACE 318"AIRSPACE—�, 7116"AIR SPACE—- 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS--- 3116"T GLASS—\ ll&'A GLASS G]EXTERIOR <D EXTERIORq a EXTERIOR <1D EXTERIOR \10 �EXTERIOR DURASEAL, DURASEAL, DURASEAL, OR SUPERSPACER OR DURASEAL DURASEAL, DURASEAL, SUPERSPACER OR---tM SUPERSPACER OR___ SUPERSPACER O� CARDINAL SPACER - Li CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718'NOM. 778'NOM. 718"NOM, 119'NOM. 7/8*NO M. 5116'H/HSG-- 5/1&'H/HSG— 5/16"H/H SG— 7/18"AIA SG f 7/16"AIA SG 7 AIRSPACE---\ 116 3/8..AIRSPACE3/8"AIR SPACE 5/16'AIR SPACE—, 51161AIRSPACE —� 1/6'T GLASS---\ 3116"A GLASS 3116"T GLASS-, 1/8"A GLASS--- 1/8"T GLASS---\ a EXTERIOR a EXTERIOR_A <5E-_ERIOR �EXTERIOR a EXTERIOR DURASEAL DURASEAL, OURASEAL, DURASEAL,___[J�a DURASEAL,_ SUPERSPACER O�_tr�lu SUPERSPACEROR— SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 71W NOM. 718"NOM. 7/16"AIA SG 7/16"A/A SG 10NOM 1/4"AIR SPACE 1/4"AIR SPACE S TYPES THROUGH T G S TYPES GLASS TYPE T6 OR 78 Ty�.GLASS 16 MAY NOT BE USED WITH j HANN9EL OR 3/16"A GLASS---\ 3/16'TGLASS --\ B r L F M , WITH J-CHANNEL OR (72)-\. 74 INITEGRAL FIN FRAMES cj EXTERIOR 6g.TERI.R GLASS TYPES 5,7,9,11.13 DURASEAL, DURASEAL 1 31 a 15 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER O�— EXTERIOR 75 THE HVHi-A—BOVE 30'. CARDINAL SPACER CARDINAL SPACER GLASS TYPE 15 GLASS TYPE 16 'Fj.'idA ul IAgc 'C "i"a U'I" 3830 t p'te INOM), 0-o LYNN 4t, Roviad BY: Dots: ftvfdfdn. �Iyl ml 0 de Plmodad \o ........ 14e, R.Wesd 4. Date: RaW.Iom No.58705 GLAZING NOTES: "A=ANNEALED TYP.GLAZING DETAIL *H'-HEAT STRENGTHENED z: Adsadpilon: Drown BY 'T"=TEMPERED -7 8 15 GLAZING DETAILS J ROSOWSKI ?VB..0 • 1070 TECHNOLOGY DRIVE Tiffe., to., 090"SENTRYGLAS BY KURARAY AMERICA,INC. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600 Scriep/Modeb -T—scols: Shoot: IR 'SG'=.'W-BUTACITEer4E,BY KURARAY AMERICA.INC. 'LLr A.L44 :R,P.E. CERT. OF AUTH, #29296 SH-5500 NTS 1 5 OF 13 MD-SH5500-01 TABLE 4: TABLE 5: , Deet nPre TA@LE 6,: of+0,7&a• Oest9nPre6eure,681171 aiataT7pe D-0 Bosh 00k1e,Ib• 6,8,745 6 omadpkn s•ah SLvd4 9 oleo.typo. Deetpn proe6uro,ib61R2 ♦1.60.0 Retnt.u.1 &Won Ft.,pn R. M) ftb� emk wkah n 0,748 ,740 W In6 Lewl 172 o to46 5X775 .86.01 70.0 1B Far 0Z sash atm 27.5 Eweal. SLOW ,85.0 -70.0 1.65.0 1-70.0 R.htLL•vel St.rd.d COUWa 14617.15.870 -85,0 •70.4 1+650 •700 177 Far45sNndawand sash ikas SEE TABLE 0,SHEETS FOR 28 Eeu.41. 11.567-14.516 486.0 •70.0 -5510 -70.o SEE TABLE 10,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. stnlbrdPwNox nan•x.562 .550 -70,0 +Ss.O -70,0 ANCHOR GROUP AND QUANTITY. Llbst 23.517.25206 486.0 .70.0 ,06.0 •70.0 Stan dCoap• .209:8.2}.616 -65,0 .70.0 -65.0 -700 3X315 oq. fte 17.611 220+s7 .65.0 -ro,o ,550 •mA o SWAT dPm.v A14517.17.618 4650 -70,0 -850 -700 0 Sh.eml 11.37/-14510 ,65.2 •70.0 -86.0 -700 T.ws1 27.603.34211 .65.0 •70.0 -850 -7a.0 p cW-81ta 20.617.27.1162 .65.0 .700 -65.0 .70.0 h U HEADER Sla.uraQfto 23,617.25.518 +850 -70,0 1.65,0 -70.0 O 4-1 HEADER 44 Eq.". 20.517.23.518 -65.0 •700 .550 •700 23 81-» dl`WA 17.517.20.516 465,0 .70.0 .650 -70.2 cmt Sue f4-17.17510 +05.0 .70.0 .55.0 .70.0 1 23 e ew.t 11.377.14.618 .55.0 -T0.0 .650 -70.0 ❑�.] Team[ 31.583.35.011 .65.0 _",aasto -70.0 Q stm.lndcollpo 28.517.31582 .e3o •To.o -as.0 -TDA O Q MEETING RAR Egalae 1 20.517.20.570 465,0 aa.a .65.0 605 MEETING RAIL 48 2=1 0ProMwv 17.617.20.516 +05.0 .70.0 4WO -706 26 cual4mske 14.51r-17,515 .650 40..0 +aso -7aa 27 0 E7aCR cwtom sko 12.517.14.516 .65.0 -70.0 .550 •70.0 SMmt if.OR-22S15 +85.0 •700 +55,0 -70A EXTERIOR v 'w st 3).206.37.530 .650 -700 +03,0 -70,0 0 23 s1+ed.d colt.2 20.517.33207 -85.0 -700 .65A -70.0 rlQ JAMB Egmlale 23517.20.618 +55,0 -700 455a -700 2 mJAMB Coelomsk. xsn.2361e ,esa -70A> 466.0 -70A EXITIltOR SASH ♦9.525 St.M.d P(W- 17.517.20,518 .65.0 •70.0 -85.0 -700 EMMOR SASH <3 HEIGHT Cuakmske 14,5 1111,610 +05.0 -70.9 405.0 -700 (� HEIGHT custom Saw 12.5/7.14.6ts +6so •70.0 465,0 .Iso Dhadml 11.377-12.915 .85.0 •700 48sO -70.D To. 30.517.41.041 -55.0 -70.0 -010 -70.0 23 Sl..d.rd C.D.Oo 31.517.35.515 .65.0 1-700 .65.0 .70.0 23 n Eq.". 2&617-5X515 +55,0 -700 1+65.0 1•71.0 SILL 11 II St-bld PI.A- 23.617.20.510 +65.0 -700 1.05.0 1-70.0 ll VII 62 COW&. 20.517-21515 .850 4Tso I+65.0 .70,0 SILL cmt.n Ske 17.517.20510 .05.0 .10,0 +55,0 •700 CW-81. 14.517.17518 +550 -700 +65.0 d&1 cmtom sko 17.017.14.615 -610 460 .65.0 d73 shm t IS-6.13018 .6510 .70.0 .65,0 -06.5 o Tow 30517.41 A44 465.0 -700 +65.0 .•700 cmtamsk- 38,617.30518 .850 •70.0 .65,0 -70.0 EgnILl4 35.617-38510 +85.0 •70.0 +05.0 -70.0 SECTION DETAIL FOR WINDOWS WITH 75 C.1-sue 32.517.35518 ,650 .700 -0&0 1 60.0 SECTION DETAIL FOR.WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5 6 7$8 st..WdP.J- 29.617.32.516 .65.0 .70.0 -8$,o -mA LEVEL 172 REINFORCEMENT 8 GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWNIN FIGURES ABOVE cmtam 34. 2%617 Ale .55.0 .n.0 .os.o ala (RE4NFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES a shmma 25616.28516 .650 -mo 65 + 0 a5,6 APPLY 70 ALL FRAME TYPES 8 CONFIGURATIONS) Egmlat. 36.517.41544 .65.0 .70.0 .65.0 -70.0 CONFIGURATIONS) 6 custom sk. U517.36.518 +65.0 -N.0 .8&0 -0713 SI.M.d P7ptew 33.e16.35sis 405.0 .70.0 465A -say Approved as complylog with tln 01,78 Unml 41.64 -65-0 -70.0 +aS.0 665 Florid+ al Ino tc 0»#e SEE TABLE 10,SHEET FOR ANCHOR GROUP AND QUANTITY. NQpry ANY LYNN M%11�' ROWeed 8y. Dofe: Ratlakn. Nawl Dede prodaU `��Zy.•... ,N.. l B •'• �IGEN$�''•.`�!' rr Revived By: Date: ReWaton: y NOTES: No.56705 'Y 'I & Deecrfptkn.- Drawn or.. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1•;"� 8�5^ p•• DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. =C) IAT• F •.'11 1070 TECHNOLOGY DRIVE Rite: Date: %��; .:`�QRtur*..•�,c'; N.VENICE, FL 36278 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 O FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN i1 tQ C�`, (941)-480-1600 ON THE TABLE, r1 �p C- t Sertee/Model. Seatm Sheet: Drotdnp No. Raw. A`LN 4ty8R;P.E. P. b8705 CERT. OF AUTH. /29296 SH-5500 NTS 5 OF 13 1 MD-SH5500-01 )ABLE 7: ABLE B: ONs7yp0 .__ 642,766u Buiae sash duh WON Design Pressure,IbIM' x'10 T1P' OW0m3ah 0 D.WpUm136'14 sah Heldd 01811 Prn6urete67td p4ggkn o R47nLlfxl �� R/iP 003 2Mdp•TOuelt Wdm R.lnf,L•rel Nrpin 061111 ftanq ON HMOcwBuk WIdD 4N 3 wb40 1 48 52.125 1 54 3 i8 1 24 1 32 1 36 40 1 46 1 52125 54 23.4 Equdkt. 11.384 +70,0 4iso +70.0•110.0 *70.01.110.01+M01.110.0 215 EW6A1v 11394 -70.01-110.0 +70.0.110.0 •100 410.0 +70.0-110.0 +70.0-110.0 +70.0•110.0 +70.0•111.0 •70.0-i16.0 SNMadam" 14577-1"ro +10.6 •53 170.0.fi0.o +70.0 410.0 .mD-1109 Simard 006411. 14.517.15870 170.0-110.0 N4Q-710.4 -70.01-110.0 +ma•110.0 •IQO-110.0 170.0•1109 170.0.110.0 +roA-110.0 26 EWWg3e 11.687-14.518 +70.0 .110.0 aro.0-110.0 Hq0-110.0 +70.01410.0 28 EWSa6e 11.697.14.816 •70.0-770.0 170.0•770.0 +70.0•770.0 170.0-110.0 +70.0-170.0 •70.0-170.0 +70.0.110.0 +70.0•110.0 SI dad Pm4w 11.377-11.582 700 4100 +70.0.119.0 +70.0 410.0 +70.0-it0.o SUM9mPIMiw 11.377.115@2 •70.0-110.0 +100-1100 +70.9-110.0 *74.0-1100 +70.0•110.0 •10.4•flan 1101 410.6 .70.0-110.0 HEADER TYkY 20.617.2$.286 +ro.0-010.0 +70.0.1100 +700•1140 110.0•11aa 70.1 ULM-25185 +70.0-110.0 +70.0•110.0 •70.0 .110.0 +70.1)-110.0 00.0-110.0 +70.0-110.0 .70.0•110.0 +70.0•110.0 SWdw4 Ca." 20,058.123,616 110.0•110.0. +101.0-St4o -?as-Ilao +mo-tido 6164,[400699. 20.958-23516 +rD.4•110.6 •1011•tiRB 110.0.Stag •70.0-1100 •70.0-110.0 710-UQD 114.0-710.0 7oA-110.4 25 ' 37315 Ew jva 11.517-20.957 +10.0 •110.0 +10.0•110.0 +70.0-1100 7700 •100.0 37.375 EqudlBf 17,517.20157 +70.0.110.0 •70.0-110.0 +70.0 410.0 .70.0-110.0 .70.0•110.0 +740•110.0 N0.0.110.!1 .10.4-109.0 6ladad Pmfaw 14.67To M5t8 +70.9-110.0+106 410,0 +TaO 410.0 +70,0•110.4 Sazdar6prM- 14617- *70 f� o 17616 •710-110.0 +70.0•1110 +70.0 410.0 170,0-110.0 +710-110.0 *70.a 410.0 +10.0 4790 +70a !2 BtMeY 11.377-14.910 +70.0 .110.0 +70.0•110.0 +10.0•107.0 +70.0 405.0 9hannl 11.7/7.14.fi19 N0.0•1700 *i0 •710.0 .70D-110.0 +70.0•110.0 +70.0•110.0 0,0.0•710.0 +70.0.107.0 .70.0-103.0 T40a1 27583-31.017 +16.o 410.0 +709 •090 170.4 1130 +76,9 -900 Ta6al M23.517- 31.91f •70.0 Aida •70.0•119.0 +70.0-110.0 +7D.0•110.0 +70.0-1106 +70.0 09.0 +70,0 83.0 +18.0 600 Mian SRe 2@91)•27.962 +70.0.1100 +70.0•170.0 +70.0•110,0 +70,0-110.0 4:udems1'4 27582 •r0.0-110.0 +740.1100 •70.0•110.0 .7o.0 410.0 •100 410.0 •70.0•110-0 •78.0-114.0 7aa-170.0 II Q O MEETINGRAIL SN4ad C01N7e 23617-28.610 +70.0 .710.0 +10.01-11c.0 +100-110.0 rmp 4100 Sandard0011496 8.516 .70.0•110,0 •700•1180 +70,0•110.0 +70.0-110.0 +700 410.0 •70.0-110.0 +70.0•110.0 Nod AID0 44 Egp140a 20.617-23.51@ +mo•1700 170.0 41110.70.0-170,0 mo-710.6 47 Equ". 2357S +70.0 410.0 •10.0•170.0 .700-110.0 +70.0•110.0 +100 410.0 OMO.110.0 +70.0-110.0 +70.0-110.0 27 0 fitadad P,oM3w 77.517.10.615 +70.0 •110.0 +R1,0.110.0 Ho.O•110.0 +m.0.•110.0 Sa4ad PrM- 20.576 .70.0•170.0 +70.6-1700 .70.0 .170.0 +70.0.110.0 •70.0•110.0 N0.0-170.0 +10.0.110.0 +70.0-110.0 FMEflWR Puian Six, U67T-17.518 +lop.110.8.10.0.170.0 770.0.110.0 +70.0-1100 Cudemea4 t7.6te •70.0-1100 .7ao.110.0 -70.0-110,0 +740 41st) •79.0-N0.0 +100• . . - . 1500l 11.071-14.618 +J0.0.1100 +70.0•110.0 *70.0-1074 +700-1030 sh6N6l 14619 +70.0•110.0 •70.0•110.0 .70.0.110.0 .70.0-1160 170.0-110.0 +70.0-110.0 +70.0.107.0 +70.0-10107x0011 30.6@3-35.011 +100-170.0+100 .990. +m0 •910 +100 -dos T69at 5.917 +700•1140 •70.0 4100 •700-1100 •70.0-110.0 .70.6-176-0 •78.0 69.0 .70.0 43.0 1X0 00.0 25 6104ad05.11490 21617-31.582 +70.5•110.0 +70.0•110.0 +70.0-110.0 +70.0-110.0 SeNU4 C0110pe 31.682 +70.0.11 D.0 •70.0.110.0 Hqo-770.0 +70.0 410.0 .700-110.0 .70.0.110.0 0,0.0.110.0 +70.0•11 D.0 ,IAMB Equd48a 20577-28.518 .10.0•!!6.0. +10.6.110.0+70.0-110.0 mo 4lao EWd91e 204517.28.615 +7001-110.0 .70.0-11010 +704-110A +70.0-110.0 -ma.110.0 •70.0.11aa •700-114.0 .70.0 410p FJRPRpR 6`.05}7 49 sUMatl 056100• 17.511'.20,510 +70.4•1100 170.0-110.0 +70.0-770.0 +7ao-110.0 46 Sa491d Pr014w 175/7.21618 .70.0.110.0 •70.0 410.0 •70.0.110.0 +70.01-110.01•70.0.110.0 .70.0 410.0 +70.0-110.0 +71.0 .110.0 ] HEIGHT MtartaRe fast)-msie +104 410.0 7oA-1100+109.tiaa +70.0-110.4 Cudamsae 14.511.17518 •70.0-1110 +70.0.11" +70.0•110.0 +70,0-110.0 +10.0-110.0 +700•1140 •704-110.0 •70.0.110.0 Mlom Bae 41,617-14.516 .70.0 •170.0 .70.0 d1do +79.0•116.0 +70.0-110.0 I.. " em9a. 12@17.14.510 70.0-7100 •70.0-110.4 .70.0-110.0 •70.0•110.0 .70.0.110.0 .10.1 410.0 HO.o-1to.0 170.0•110.0 SECTION DETAIL FOR Shpts.! 11.377./2.616 .70.0.170.0 +100-1740+700-140.0 ,700-210.1 6.1 1LRT.72618 110.0-1100 H0.A-110.0 .70.0-110.01-70-0•710.0 170.0.116.a +700•170.6 +700 410.0 .70.0.110.0 TWbei 31209-37.578 470.0•110.0 ;7 419.0 +70.0 •03.0 *100 •900 o dal 33.209.37.538 .70.0•110.0 +70.0-110.0 •)0.0.110.0 +70.0-110.0 N0.0-110.0 +70.0 119.6 +70.0 67.0 +70.0 410.0 WINDOWS WITH slud.acafe9e 2gsn-73.207 +70.0 .116.0 +70.0.Stan +Tao.110p .70.o•1100 Z dC0649. 26.677.33207 -70.01-110.0 +Tao•110.0 •700 41x4 •74.6-710.0 .79.0-710.0 +:1.4 a1D.1 +70.0-111.1 +16.0.110.0 LEVEL R3 REINFORCEMENT 25 EquY4ae- 23.817.20616 +780 456.0 �7D.6-ila0 11do-110.0 0100•110.0 td4d. 23517.25.518 •70.0-1100 •7aa.710.0 70.0-tio.0 •70.0-118,0 +m.0-17a.D.70.0 410.0 +70.0-!110 .7aa-119.0 &GLASS TYPES 9-16 H125 Cmbm Sae 26,617-23.515 +0.0 4100 .70.0.110.0 70.0•110.0 *7110-110.4 m8a. 20.517.23.519 •700•110.0 .70.0•110.0 +70.0.110.1 .70.0-/160 N0.0-110.0 70.0•110.0 70.0 4/0.0 N0.0 410.0 (REINFORCEMENTS SHOWN SILL D SlfndardNainv 17677-20.518 170.0.1700 +10,0-110.0*70.0 414.0 +70.0-110.0 E 41815 rdpr64ew 57.517.20518 170.0.110.01+700-116.0 +70.0 416.0 +700-770.0 +70.0-ties +700-170.0 .70.0•tt0p .100 410.1 IN FIGURES ABOVE APPLY MNxn&x0. 14.617-11,@10 +70.0.110.0 170.0-1110 +10.0 410.0 •100 4/6.0 $ m sae 14.517.17.510 70.0-110.01-70.0•110.0 70.0 410.0 .70.0 410.1 +70.0-110.0 0,0.0 4140 +70.0 -110.0 N04-110.6 TO ALL FRAME TYPES& Mbm 9tr6 12071-14.618 +160.110.0 1100 458.0+10.0-110.0 11001-110.0 Bae 12 517-14516 +704-110.0 •7aA•110.0*760 410.0 •10.0-710.0 •70.0-110.0 +70.0-110.4 +100 :!!n *100-Lica CONFIGURATIONS) Slq.t'it tl,377.12,619 +mo-110.0 +10.0 4t0.0*10.0-I1n6 *70.0•110.0 00eY 11.3[/•12.610 .70.0•110.0 .70.0-710.0 .70.0.110.0 +70.0 410.0 +7ao•11x0 +70.0•110.0 +70.0 -110.0 .70.0.110.0 7dbd St-41.044 +lop 470.0 +70.0-tiff0 1700-510.0 ams•110.0 4at 36.617.41,844 770.0-110.0 +700-11x6 170.9-110.0 +704-1ta0 •70.1-1tn0 +740-116.0 .700 Alto Hao-1917 o aN4ad 006000 37,617-30.510 +700•110.0 +70.0.1110+70.0.110,0 +70.0-110.0 d Ca609e 31.517.38.516 •70.0•170.0 +70.0.110.0 .70.0.111.0 +70.0-110.0 110.0.110.0 +70.0-110.0 +70.0-108.5 .70.0.107.1 Eq.e to 26.517.31.610 +700 410.0 170.0 410.6.70.0-it0.0 +m0.119.0 ueHfte 26517-31516 +7aA.110-0 .70.0.110,9 •70.0•110.0 +700-1100 -70.01-IMO 170.01-110.0 +70,01-107.91+7aA-102,4 SN4atl Praiaw 23.917.20.819 +70.4 •170.0 +10.0•170.0 170.0•110.0 Ig0.0 .110.0 OMAgw 23.611.28.618 .70.0••110.0 +70.0-110.0 +70.0.110.0 -T0.0-110.0 +71).0-110.0 110.0-110.0 +70.0 -To.0 110.0-105.2 82 CWI sk6 20.517.73.510 +70.0 .1100 +10.0-110.0 N0.0•710.0 1700•150.0 62 m 99. 20617-23.518 Ott).110.0 +70.0-119.0+740•110.0 119.0•1taO 770.0-110.9 110.0 4144 •70.0.110.0 +70o•107.0 Cusam Sixo 1T.517.20.510 +70.0 410.0 +70.0 410.0+70.0•110.0 1]0.0-110.0 m 1100 17.517-20.518 -70.01-11D.0 +70.0-170.0 •70.0 AMC 110.0 •110.0 110.0•510.0 .)0.0. .110.0 +70.0 .110.0 .70.0•49.6 CuslaR SRO U617.17.516 +79.0 410.0 +mo.110.0 N0,0.110.0 +76,6-110.4 maae 14.517.1767@ +700•710.0 HQ.O•110.0 •J00•110.0 •70.0-load •70.0-1026 +70.0•100.5 +70.0-100.5 170,0•100.5 QaNin Sae 13.617.14.518 .100 410.0 +mA.110.0 •70.0-1t0.0+100 4to.0 m 9R6 13077.14618 +700•110.0 •78.0 414.0 •70.0-106.2 +70.0-100.7 +100 -97.1 +70.0 4L4 .70.0 494.4 •70.0 94.4 sh.de.1 11.084-13AIII +70.0•110.0 +m0-710.0 -70.01-110,01+m0 -110.0 shmim 11.64.13AIS +70.0-1100 .70.4 41D.0 +70.0-052.6 +710 -07.0 -70.0 -013 +70.0 90.1 -70.0 40.0 +70.0 :Wa 749m 39,517.41.644 +700.ttaA +10.0•110.0.70.0-Jlo.o tMe •tito T81esi 20.617.47.44 •70.0.110.0 .70.0•110.0.70.0.170.0 70.4-116.0 •70.8-110.0 +70.0-570.0 H11.D•101.6 *70.0 991 Cu61a061'0 30.517-39.519 770,0 410.0 +m0-710.0 .70.0•110.0 +70.0 •110.0 Q1d.mska 38.517.39.516 •70.0•110.0 •700 410.0 •70.0.1100 +70.0 -110.0 +70.0 -11D.0 +700-110.0 •70.0•101.7 +70.0 418,3 C-Q�iWv 3$.577-36.978 +TOA•5100 .mA•1160 74.0.171.0 110.0.110.0 EqS". 35.517-36.579 •TOA.116.0 +740 Also •700•110.0 •70.0•1700 .70.0•110.0 •70.0•1108 70.0-104.4 +70.0 45,0 75 MIan Size 32,511.35.516 170.0•110.0 +70.0.110.0+70.0•110.0 +70.0 •110.0 75 MISS.Baa 32.517.35518 .70.0.111.0 •70.0.110.0 .Too.110.0 •70.0•110.0 •70.0 -110.0 -70.0-1111.0 •70.0.100.7 .70.0 95.2 &Snead R.A. 20.617.32,558 +70.0.1740 +70.o-510,0 1700-110.0 +76.0.7100 Sa0091d Ptpl- 21517.32516 •700-114.0 .70.0.110.0 •71 0 -itao .760-tido d7*,.,.O-111.1 •70.0•tots .740-1115 700 411 Mlam SiO 25517.29.510 +10.0.110.0 170.0-110.0 +70.0 •110.0 +70.0•110.0 Cumamstm 26.517.29.48 +70.0•110.0 •70.0.110.0 •700•117.0 70.0-1024 980 +70.0 98.4 •10.0 98.4 *700 96.4 S7o.tes6 25.5/8-26518 +711,9-110.0 +100.1108 +710.110.0 +70.4.110,0 e0ed4d 25,516.21578 +70.0•110.6 +100-110.0 •100.1046 76.0 411,1 -95.4 +70.0 -02.4 [748 92.4 +70.0 924EqudAO 36617-41.644 +70,0•110.0 +70.0•110.0+70.0 .1700 +70.0•110.0 Equaldde 18.577.41.644 +70.0•110.0 •70.0-110.0 Hao 410.0 +70.0-110.0 -110.0 +70.0 •109.8 .100 417 1100 911 84 CUYgm SRe 35617-38.3tb .70.4-550..6 +7oA-550.0 +704•1760 +100-1500 4 Cudom3R4 35.47.38.48 +710-110.9 700•114.9 +100-507.9 +70.0 -1024 989 *100 084 +TOA -464 *7011 910 fiNnOp4 PrwlaW 33.878.3$,518 +70.0.111.0 +10.0-170.0 *70.0 -710.0 40.0 •110.0 SI.n9vd PIM- 31.818.35.578 .70.0-110.0 70.0-710.0 +70.0•502.6 •700 117.0 93.3 •70. 901 *70.0 600 +101 900 701061 47.44 .7oA.110.0+700 -170.6 +100.110.0+Tat•120.0 97.78 Tatted 41.04 •7a.Q•1100 +700-7590 HQ.4-1026 .70.0 97.0 93.3 •70.0 99.1 110.0 -00.9 Hag 90.9 4pl?ruvcd a3 ComplyIng with 2lU FOuslhnei¢7ag 9da O� SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ow. 1 fJr Rav76ed W. tate: Rdv767dn7 \DA(! ( LYNN �� nu 611 BB t.rrD 0940 't GENS �. ? 1S 3 't,•' � '•� •' Reiland W. Data: Revision: tt" NOTES: No,56705 '�c , ,,,� Deecr7p179n: Drown Dr. O USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �••;�- �/� IS' ;..�= DESIGN PRESSURE TABLE J ROSOWSKI 1T • jt/.; 1070 TECHNOLOGY DRIVE 7RJal tats: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. a F'•.!<oalvPN.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �S7S/ (941)-480-1600 ON THE TABLE. 77! ONAI- t1 StdOe/Mods7: Style: Sneeh Orowing ND. Rev. A.jt?YN47SLLE)i;P.E. CERT. OF RUTH. 29298 SH-5500 NTS 7 OF'I3 MD-SH5500-01 P,E,d 59705 • u �DOflDDDDDDD©DDDDDDDDDDDDDDDDDDDDDDDDDDDDQD00DDDDD©DQ©Q • m©00DDDDDQDflflDDDDflDflDDDQflflflDDDDDaflflflDDDDDaaflflflflflaflfla OGGQCGflDQGQDDQflflCDCCcMcCQDflflflMCC Ccflaaaflflflflflaaflaaa ODD000DDDDDDDDDDDDDDD©© DDD©00©00©©©©©DD©©©©©DDDQDDD ©DDDDDQDQflflflDDDDflflflDDDDflflflDDDDDaflflfl©DD©Daaflflflflflaflfla . ' �CClZ"�1Gfl000ODDQOQDDDflfloDDflflflQODDflflflflQDflflfloflaoaflflflflflaaoaaa • _ 0©DDDDDDQQDDDDDQDDDDDDDDDQD000©DDDDDDDDDQDQDDDQDDDQQ - ' _ _�©00DDDDQQDDDDDQDDDDQD©©00©©DDDDQDDDDDD00DDDDD©DDDDD -��©DDDDflDDDflflflDDDDflflflDDDDflflflDDDDDaflflDD©DDDaaflflflflflaflfla :• •��Ct�rl'OflOflflflflDQflDDDDflflGDDflflflflflDDflflfl©DQ©flflQflaaaflflflflflaaflaaG ! '©QQDQDDDDDDQDD©DQD©QDQQDDQDDDDDD©DQDQQQQ©QQQQQDQQQ© 0E=flDDDDDDDQmomommQflflflDDmmoml coo cc 00GQDODDQflQDDDflflflDDflDflfloDDflflflflflQ©flflflflaaaQflflflflaaflaaa mm000000o0000000000000000000loam 000000s000000aoocoo o INflDDDDDDDQQfloQ©©DflflflDDDDflflflDDDDDaflflfl©DDDDaaflflflflflaflfla = COME DDDnDQDDflflGDQflflflflflDDflflflflflQflflflflflaaaflflflflflaaflaaa ��m219=2 020 ©DDDDDDD©flflflDDDDDD©©DflDflflflDDDQDa©flflDDDflDaaDflflDflaflfla .� - Q�IlflflDflflDDQflDDDDflflGDDDflflflflDDflflflflflDflflflflflaaaflflflflflaDflaaa - ©DflDDDDDDDDDDDDDDDQDDDDQDDDDDDDDDDDDflDDQDDDDDDDDDDD ©DDDDDDQDflflflQDDDDDDDDDDflflflDDDDDaflflflDDDDDaaflflflflflaflfla ��CCQCGQDDCDDDDflflaDQflflflflflDDflflflflflDflflflflflaaaflflflflflaaflaaa OODDDDDDDDDQDQDQDQDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDfl00 0��©DDDDDDDDflDDDDDDflflflDDDDflflflDDDDDaflflQDDDDDaaflflfl©©aflfla �flooQooDDDODDQDflfloDDflflflfloDflflflflflflDflflflflflaGaflflflflflaaflaaa :O;©DDDDDDDDDDDDDDDDDDDD©DDDDD©DDDDDDDDDDDDDDDDDDDQ©DD - D��©DflDDDDDflflflDDDDDflflflDDDDflflQDDDDQaflflflflDDDDaaflflflflflaflQa �GGODGGDDQflDQQDflflGQDflflflQCDDflflflflflDflfl©flflGaaflflflflflaaflaaa �OO a©©©DQDDDD©DDDDDDDDDDQDDDDDDDDDDDDD©©©©DDDDDDDDDDDD �flDQDQDDDQflDflDDQDflflflDQDQflflflDDDflDaflflflQDDDDaaflflflflflaflfla Q�,flflfl000QDQflQDDQflflflDQflDD©flDDflflflflflDflflflflflaaaflflflflflaaQaaa ��m'©©DDDDD©©DDDDD©GID©©©DD©DDDDDDD©DDDQflDDDDDD©DDDDDDDD �flDDDflDflDflflflflDDDDflflflDDflDflflflDDDDDaflflflDDDDDaaflflflflflaflfla �GflaQflflDDQflDDDQflflflDDflflflflGQQflflflflflQflflDQflaaaflflflflflaaflaaa ��mGaOC�CGGG�GCG�GCGflCo�flGCCOOGGGCflfl�oCfla�GflGQa�C�GGCG �©DDDDDDDQflflflDDDDflflflDDDDDflflDDQDDaflflflDDDDDaaflflflflflaflfla �CflODoODQQGDDDDflflCQDflflflflflQDflflflflflDflflflflflaaaflflflflflaaflaaa :000000aooaoaooflaflooaaooIla000flooafl00000000flooaoaaoaaa � ©DDDDDflD©flflflDDDDflflflDDDDflflflDDDDDaflflflDDDDDaaflflflflflOcoo �GflflDaflDD©flDDDDflflaDDflflflflflDDflflflflflDflflflflflaaaflflflflflaaflaaa =0©DDDDDDD©DDDDDDDDDDDDGIDDDDDDDDDDDflDDDflflflDDDDflflflflflflfl �0m©DDDR©D00DflDDDDDDflflDDDDaflflDDDDDaflflflDDDDDaaaflDflflaafla �'GooDooQD©CDDDQflflGDDflflflflaDDflflflflflQflflflflflaaaflflflflflaaflaaa :�7flDDDDDDD©DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDflD ��flDDDDDDDDflflflDDDDflflflDDDDflflflDDDDDaflflflDDDDDaaflflflflflaflfla �,GaoQGGQDQEiQDQQflflGQDflflflflaDQflflflflflDflflflflflaGaflIl©Qflaaflaaa ��OODDDDDDD©DDDDDDDDDDDDDDDDQDDDQDDDDDDDDDDDDDDDDDDDDD �flDDDDDDDDflflflDDDDflflflDflDDflflflDDDDDaflflflDDDDDaaflflflflflaflfla �OflflDGflDDQflQDDDflflCDQflflflflOQQQflflflflDflflflflflaaaflQflflflaaflaaa 67©DDDQDDDQDDDQDDDQDQDDQQDDDDDDDDDDDDDQDDDDDDDDDDDDDD ©DDDDDDDflflflflDDDDflflflDDDDflflflDDDDDaflflflDDDDDaaflflflflflaflfla�' ��D�GGOQOGDDQGDDQDflflflDDQflflflGDDflflflflflDflflflflflaGaflflflQflaGQaaa ��OODDDDDDD©DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD �1©QDDDQDQQflflDQDDDflflflDDDDflflflDDDDDaQQflQDQDDaaDflflflflaflfla �GGGDflflQDQflQDQDflflaDDflflflflGDQflDflflQQQflflflQaaaflflflflflaaflaaa m00000na00000000000000000000000000aoca00000000000000 ©DDQQDQQDflflflQDDDflflflDDDDflflflDQDDDaflflflDDDDQaaflflflflflaflfla ��OCODDaDDflflDDDDflflGQDflQflflGDDflflflflflDflflflflDaaaflflflflflaaflaaa mofloov000000000aoofla000000000000a00000000a00000afloao• ©DflDDDDDDflflflDDQDflflflDDQDflflflQDDflDaflflflDDDDDaaflflflflflaflfla lommomDDDflDDDDflflaDDflflflflODDflflflflflDflflflflflaaaflflflflflaaflaaa: .. Mon.= ®0 LO 52 r li7 -o- 0= RWG'La G _� o 12, J S Q cr) Lu U) o m z m� a Jp.'+H p a-wo .......... In- e Jam„ z annaNs N anowvv - �ryry z a AMW N N N N N N N N N N n N N N N N N N NNN w V um-ps 0 uj ; E S9 an.wNB n o z u Z t S N NN NN N NN n N NN NN c N N N N N N n N N N N N N N N N I'1 i tlnfivB9 n � a n N an°"WY ^ Ory O m d JRFI - - YM m O # tln�oN9 N NNN O� rn anuaw - iZ U $ ACeu}i NN LEE n y \' ifs I $ AN41 N N N N N N � �r' LL b anxeNe N _ t'+ Zz- O: t � x-ui � aAegr NNN ye' •.. �' ' •G �d anaaty .. s` JiN NnN nNN O;m�1\\• 4 JO®11 i. an++oae LL w � AN�FI r F 3Li an"" N M NNN RS �4 tlno~wv ^N N 2 z m tlR B N NN n p aM.-W n S Q N �+ tiR cwS ... Apq� anyoNe N 0 z S2 m$ anam ^ nay m ? ¢ w fi a .MH n N N N N N N N N N N n N N N N N N n N N N N FF< Q U O N E i{ an.©Ns N m n y x OLL K O R A anwow ^N N -N N w {ssNZ m ° w c°Ci 3 an-me n y j W m N w s AMR .. .. .. ~ ,C '.Q}K =0 it 3 4 F➢I.�ppg N NNn N N n KO (J §p� ^ •.w w U w x � $5 anMane n .. NNN .2 W H p O an uapy ^ r n n Z �- ci K a1 .•r N^r n n N r N N N N n n N n n n r N N n n N n n n n N n�..y n N n n n a�n�..W ? ciILI :."_J �wN ^, '''n'� iC Ai3 ns nFi iCA l3=siR^„'iB ,. . .@. . . . . . . R-BRtd� R1R!%£9 i8.^FR Yi a p 2 71 w 8� IN :a%�”.�CCn R9`"n t^nNn R�bNC Cr.�C C CC`.CC�^m 1.t ^.mm-s LL C 2 m K N = x sa9ti e 1 i9g $3�18t3c�V24s 3R��a��tR�iCt�;V-1 At�t7Rq£tlidt6W%i�t 'A = ygg 9 s 4II i��- 7 ava 1Q dao 8 a`�A'1�1� ia`�g $oa n (Tw Op w Lu 16 MISS a w Sass a- z w S H12 w N a +R` $Q`a{oy. V1ffi w � Or uw. Q Se w O a a Ou. K F (.)tAR4 Pn wm w Z N M a in T LO L) � 'F oo� a8 Q o Q4 C6 wwwy aoWa "� r >y ra c >Q� <wC7a G• 0 oG © -iE I— p Z o::o In r aw 4Ne anwxv - - F sowN b N N N n y o ( C> UN-" @ LO c an wow - Lu c� an..owa SCO §�anawr - - - a rc 8d y #11 n N n n N N N N N N NNn N N N N ry «N ry ry ry n N n«ry n N N n n M n N N ry n n N N n n n N N N N n 1�u 2Rf N a aw+cp6 �� p g 'epa>N ---------------------------- RZ p z aWIbNO - O v ane a my wo°v - - ``ti\,11:II Irlrr'r� • aw°ase n ��' �t;' a ------------ •tjr ' �1`"'fit.. i� j� y an�w.e tln arow - Zrn 4 _ V �M may. i£ b• $ { 3 an.oae n an wow .e aw�clee « wpep7 - - F ry g an.a°e « x O - z nnnN Nn«rv�n-«nnnnn Nnnnnn»«nnn.....nnnn»».. ... n nn�..«.....,.,....rv.�,n.,n.,b,,.,�n�,nnnn..��..n bw—S « z 0 Q m x ¢ woww N N N n� O aw.owa N < +c N ntNN � a a N F � an w�PB N „Wa, O O -a z � anwar --.•N- N pN««Non_««., «-nnnnnn nn rvn� .y,rv.,., ..22rv...� MET o e a ffi o`A e m_N-A m m WO Y Z LL RFiL=S:3++tt91R^-'.t=nlB..R_:: itaAR^�2Y ^rv'F:i ::f:3 U n a S�::C C C?9= . =�-.�.O K z x • ^'Aid==�f7 s8Ak^-- �;$%r Ottg Aid^�a e1R:;>BA[d^��'=Rf }ZARR.L`R4%#ff ¢ a �- E101, - z`e = - � "n WnC6 m 3 m o ur w Parlas- .. t o !fS Z5fl 0 12 W N F' J a 6 g R 3 3 0 R i,118-105 w>n 1f rn p w m e:of rI LL w F O (W Repw lm-mm N Z p N M 3.500° 3.500' 3.500' 3.600° -��- .062' �� .062' �I•�- .062" ��- .062' D D I 1.463' Li 1.483' 1.483H� 1.493' .070' 060" 1.184' J� f- 1- IF= .716' L� .070' .810' .626" '625" 0 FLANGE FRAME 3 FIN FRAME 4 EQUAL LEG FRAME LIGHT SASH IIII HD "H" H HEADIJAMB FRAME O HEADNAMB O HEAD/JAMB O HEADMAMB 23 25 1.375 1.375' F i OREINFORCEMENT REINFORCEMENT 3.483• ►{ 3.483' ►{ 3.483" �{ I .070' -'� --f � 1.182' I - •070" 3.483" .LL---�I -4- .062' 1.036• 1.041' �H- .oBY 04+ .062• O .062• .791• -L L .130• .444' I--I 2.444" 2.444' O D 1.331• --►I 1.340" 2 a �D H�� 2444• IO STANDARD 27 HD MEETING REINFORCEMENT� HF-71 26 MEETING RAIL O�O� �� l.17- OO 1 � REINFORCEMENT ks o �� 62. J�CHANNEL r O FRAME SILL 625* FLANGE r O O FRAME SILL O7 SILL FIN RAE O FRAME SILL r 1.375• 1.872° -� �-•+ 1.641" -+� 1 1.215 I� 2.100' ��III �•+ 1.565" 1.630' I .III 1.376" 1.472. IIIA I I � I 2.178' .065" 1.375" •974• I 11 . .5X90" - yL11 �`� 7. BEVELED .355' .050' .050" 70.035' 0 ' 1.231" I� 1.000• �- .060, .070 FT RAIL BEVELED 14 MEETFIXEDING RAIL 16 SASH RAIL 17 COIR E 18 SCREWSASH T OVER 19 MTERLOCK 20 I OP LIFT RAIL INTERLOCK COVER 21 INTERLOCK 22 INTERLOCKCOVER lkppraved es Camplylog With Bt, Fl.dde Balding Code Dote__ / Reieed Dafe: Ra,1.1 : hOAN �'' Mimi Dade Product Conhvt -�{ .6604" .175" .318" -�{ .300' IJ- �`\��,ON.• EN •M/��C � Ily._ ..� 'I� F \C SF _ ,Q Raised By: Date: ReWsron: U.754• .750° - = r � No.50705 1' .035' --4 -f .025" �-� '• - ® DescAption: OroMn By: O LAMI IG EXTRUDED .ROLLED U•• "� �' WINDOW EXTRUSIONS J ROSOWSKI n e1 az .. �S :'W BEADING SCREEN FRAME SCREEN FRAME Date: ' () S,A'E F 10- . V 1070 TECHNOLOGY DRIVE Rtle: 'P<ORIOP \ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05115!15 •..........• G. it/S�UNAt.0"•�. (941)-480-1600 Serfee/Model: Scale: 8heef: DraMng No. Rev: A.LYNN MI4OEFZ.P.E. CERT. OF RUTH. 029296 SH-5500 NTS 11 OF 13 Mng"a' 00-01 P.E.N 58705 TABLE 12: TABLE 12,CONT.: BIII of Material BIII of Material,cont # Part# Description Material # I Part# Description Material 1 620 0 Single Hung Frame ea &Jambs- anne PV 46 72 9 Auto Loek schen am C teal 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cost Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720196&6 Auto Lock Cover Assembly Cast Zlnc 4 620104 Single Hung Frame Head&Jambs-Equal Leglaox PVC 48 76XI180PTX#8 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 62D105 SHIDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cost Z7nc 6 620106 SH/DH Frame SIII-Flange PVC 50 976X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 61 420181 LIR Beveled Tilt Latch Corner Key PVC 8 620108 SH/DH Frame SIII-Equal Leg/Box PVC 62 420182 LIR Pull Rall Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 63 7834PHFL 1#6 x 314"Ph.FH SDS(Comer Key Screw) SS 1e 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 66 420184 Tilt Letch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 AI 57 420188 Plastic Mit Latch Finger Pull PVC 20 620144 Pull Rall Interlock Cover PVC 6B 720192 Metal Tilt Latch Finger Pull Cast Zne 21 620157 Beveled Interlock 6005 T5 Al 69 420180 Pivot Bar Corner Key PVC 22 620145 Beveled Interlock Cover PVC e0 720208 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 At 83 720191 Sash Pull-Handle Cost Zinc 25 620152 HD Sash Reinforcement 6063 T6 At e4 720194 Sash Pull Handle With Latch Assembly Cost Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cost Zinc 30 61644 Weathetstrip,.187"x.270"Fn Pile 67 978588 #6 x 518"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720136 Lanni I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220'Finseal 76 71648M Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78XIMM 98 x 1"Ph.PH SDS Onterlock Mounting Screw) 76 Quenex SuperS pacer nM with Hot Melt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 77 Quenex Duraseal Spacer Composite 37 716695P Meeting Rall Screw Support Plate 8063 T6 At 78 Cardinal XL Edge Spacer Composite 3e 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720)0000( Constant Force Balance 87 61011 Rdl-Formed 6creen Frame Alum 41 #8 x 314'Ph.FH SMS(Con.Force Balance Screw) SS e2 7CKGL821 Screen Comer Key for Extruded Frame X 4 PVC 42 Spiral Balance 83 47042 Screen Corner Key w th Pull Ring X 2 PVC 43 720205 Spiral Balance Shoe Nylon 84 47041 Screen Corner Key without Pull Ring X 2 PVC 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS B5 7CASPM Tension Spring SS 86 S1818C48 Screen Cloth Fiberglass 87 81035161614 .140"Screen S ine(Machine/Hand Rolled) Vinyl ♦pproved ss comprylna with th- Flurida Ut din c�fl CJ LIIIIIIIIrIr Dnre Revised By. Dote: Reyrakn: NOAd \��Ol`1•„•,,,V Aq�� i hi eml Vale Proc. - �Q\�,.• LICENSE'•,��,Q i D � R�vrsed By. Date: Revlslon: y No.58705 r 'Z7 r ® Desedp6on: Dram By: J r ' BILL OF MATERIAL(BOM) J ROSOWSKI n . 1070 TECHNOLOGY DRIVE 7afe: Date: R. 75�:, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: 0/1 ///j/ C`�• N.VENICE. 5 lllll I I11"� Bailee/Model: Scala: Sheet: Droekp No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LIBELED FOR AAMA EXTRUDER CODE. A.LYNN MILLER,P.E. SH-5500 NTS 12 OF 13 M D-S H5500-01 2)ITEMS It 9.13.16,24,28,29,34,39,61,62,68-71,73 8 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.0 68705 CERT. OF AULH. #29296 OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 1B 1 47 20 i57 OR 58 i 48 85 57 OR 52 I 'j p 1 45 1 � 1 � 55 82 1 I O I 22 '1 02 OR 84 OPT.PULL RAIL i 18 INTERLOCK& 1 COVER 58 ,� i p 87 86 50 ! OPT. 1 �T" BEVELED MITERED FRAME WITH \ 1 _ 21 INTERLOCK INTERIOR AND EXTERIOR 18 I p &COVER 1 FRAME WELDS 49 O 54 72 X4 - i16 �•�, 72 X4 53 80 OR@ Is 14 44 --- p�PCH�STOBF�-`NGE•—•'-----•.� BD SCREEN /'I OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS CONSTANT FORCE 85 16 62 OR 83 41 40 BALANCE 1 OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 1 18 ` MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS 66 \ 38 DETAILS \ �� •. __ EXTERIOR 53 ---- 59 ATTgCHES TOB 1 •�, ------- 1 \ r d ea a 5 — r0 ove �°�nplylog w8f1 p5 Flodd o Ing% ?LANCE 53 fA - - DaW "• 111 1111 r -------------------- -------------••- -- - NOA FRAME �� Y LYNN �i Revised By: Vote: Revision: Mle e a ml DedrP ° on ASSEMBLY ®. \.��oN,.......•�,i4"'%� 9y '-\ Q� '�10ENSF'•. ReNsed By: Dote: Revision: DETAILS ' No.50705 err ® Descriptlon: Drown By: '•. —7 S"/S :i c> EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR I-(I NOTES: ., Sl'ATEOP •'!V. 1070 TECHNOLOGY DRNE Tills: D°tw N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ''i 5�s JG 2)J-CHANNEL FRAME SHOWN,PARTS a I&S.OTHER FRAME TYPES APPLY. v �()(1fn),- �� (941)-480-1600 /v Series/Model: Style: Shoot: Drowlnp No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ArLYN�JIA TILER•P.E. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. p,E.a 66705 CERT. OF AUTH, 929906 SH-5500 NTS 13 OF 13 MD-SH5500-01