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Home My WebLink AboutProduct Approval Page 1 of 4 JUL 7 -0 o PO#Cooney ^' p Job Name:cooney res F UC°x+U ^!II U11. '''1111 IhJ®I j Job Address: _ SO#:162068 Ship Date:07/11/2016 Ordered BY7 eff burke Tape#: Bill To Ship To 011140 A01340 MARATHON CONSTRUCTION I 1618 SE VILLAGE GREEN DRIVE SUITE 6 1618 SE VILLAGE GREEN DRIVE SUITE 6 011140-1 PORT ST LUCIE,FL 34952-3465 PORT ST LUCIE,FL 34952-3465 Phone# Fax# Ship Via:PGT MON WED TRUCK Phone# Fax# Line# Item Description Quantity Line Pricing 0001(1.00) SH700 ALUM SINGLE HUNG 700 Ordered: Post Price Ext Price 19.X72.X.,STD,EG,1/2"FL,W,PROVIEW/ORIEL,13/16 2.00 LIG,CL,ARG,SB 70XL,NO GRID,SGL,SWEEP,1816K,LSILL,DURASEAL,.,.x. Certification Type:MIAMI NOA Selection:15-0519.08 Frame Type:.5FLANGE Vent Configuration:VIEW Window Style:STD Size Selection:CUSTOM Size Ref:TTT Width:19.0000 Height:72.0000 Actual Size:19 X 72 Rough Masonry:19 314 X 72 Wood Frame:18 1/4 X 71 1/4 Egress:15 1/2 X 29 314(3.202 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"LIG(1/8AN-318 ARG-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:NO Grid Screen Type:1816 Charcoal Stainless Steel Package:N Anchor Group:C.SH700 Boxing Options:None Lock Type:Sweep Latch Decralite:N Lmtd Sash Stop:N Vent Ht:29.5040 CAR#:15-0519.08 PositiveDesignPressure:64.0000 NegativeDesignPressure:70.0000 PANumber.FL-239 EnergyStar:NONE CondensationResistance:16.0000 UF:0.5200 SolarHeatGainCoeff:0.2400 VT:0.5200 VTCOG:0.6300 Ship Via: Location: family room Notes: 0002(2.00) SH700 ALUM SINGLE HUNG 700 Ordered: Cost Price Fxt Price. ALUM SINGLE HUNG 700 1.00 Certification Type:MIAMI NOA Selection:15-0519.08 Frame Type:.5FLANGE Vent Configuration:VIEW Window Style:STD Size Selection:CUSTOM Size Ref:TTT Width:53.0000 Height:72.0000 Actual Size:53 X 72 Rough Masonry:53 3/4 X 72 Wood Frame:52 1/4 X 71 1/4 Egress:49 1/2 X 23 1/8(7.948 SQFT) Frame Color.White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"LIG(1/BAN-318 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:DS Grid Type:NO Grid Screen Type:1816 Charcoal Stainless Steel Package:N Anchor Group:C.SH700 Boxing Options:None Lock Type:Sweep Latch Decralite:N PositiveDesignPressure:64.0000 NegativeDesignPressure:68.0000 PANumber:FL-239 EnergyStar:NONE CondensationResistance:16.0000 UF:.0.5200 VT:0.5200 http://ww2.exoquote.com/exoquote2/Reporting/(S(frthu24fb 1 zdkgta5wj2hdce))/ExoReport... 5/24/2016 Page 2 of 4 S 0larHeatGainC0eff:0.2400 VTCOG:0.6300 Ship Via: Location: family room Notes: 0003(3.00) SH700 ALUM SINGLE HUNG 700 Ordered: Cost Prices Ext Price 37.X50.5X.,STD,1/2"FL,W,EQUAL,13/16 LIG,CL,ARG,SB 2.00 -- - 70XL,NO GRID,SGL,SWEEP,1816K,LSILL,DURASEAL,.,.x. Certification Type:MIAMI NOA Selection:15-0519.08 Frame Type:.5FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref:TTT Width:37.0000 Height:50 1/2 Actual Size:37 X 50 1/2 Rough Masonry:37 3/4 X 50 1/2 Wood Frame:36 1/4 X 49 314 Egress:33 1/2 X 19(4.420 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13116"LIG(1/8AN-3/8 ARG-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:NO Grid Screen Type:1816 Charcoal Stainless Steel Package:N Anchor Group:C.SH700 Boxing Options:None Lock Type:Sweep Latch Decralite:N Lmtd Sash Stop:N Vent Ht:25.4570 CAR#:15-0519.08 PositiveDesignPressure:64.0000 NegativeDesignPressure:80.0000 PANumber:FL-239 EnergyStar:NONE Condensation Resistance:16.0000 OF:0.5200 SolarHeatGainCoeff:0.2400 VT:0.5200 VTCOG:0.6300 Ship Via: Location: master bath Notes: .0004(4.00) MULL MULL BARS Ordered: Cost Price. Ext_Price „54.,WHITE,.5FLANGE,SERIES 700,MULUCLPS,1 X 2.750 1.00 - X.375,2 Product Family Series:700.0000 Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCLPS Frame Type:.5FLANGE Mull Bar Type:1X2.750X0.375 Mull Clip Qty:2.0000 Mull Clip Type:STDCLP/STDCLP Size Selection:CUSTOM Length:54.0000 Frame Color:W Packaging Options:N Ship Via: Location: ,master bath Notes: _ 0005(5.00) SH700 ALUM SINGLE HUNG 700 Ordered: 'Cost Price Ext Price ALUM SINGLE HUNG 700 .4.00 --' Certification Type:MIAMI NOA Selection:15-0519.08 Frame Type:.5FLANGE Vent Configuration:VIEW Window Style:STD Size Selection:CUSTOM Size Ref:TTT Width:37.0000 Height:72.0000 Actual Size:37 X 72 Rough Masonry:37 3/4 X 72 Wood Frame:36 1/4 X 71 1/4 Egress:33 1/2 X 23 1/8(5.379 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13116"LIG(1/8AN-3/8 ARG-5/16 AN/AN Interlayer Type:PVB090 Argon Gas:ARGON Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:NO Grid Screen Type:1816 Charcoal Stainless Steel Package:N Anchor Group:C.SH700 Boxing Options:None Lock Type:Sweep Latch Decralite:N PositiveDesignPressure:64.0000 NegativeDesignPressure:70.0000 PANumber:FL-239 EnergyStar:NONE Condensation Resistance:16.0000 UF:0.5200 SolarHeatGainCoeff:0.2400 VT:0.5200 VTCOG:0.6300 Ship Via: Location: office/bedroom 1 Notes: 0006(6.00) 'MULL MULL BARS Ordered: Cost Price Ext Price .,76.,WHITE,.5FLANGE,SERIES 700,MULUCLPS,1 X 2.750 1.00 X.375,2 Product Family Series:700.0000 Certification Type:MIAMI NOA Selection:14-1105.01 Part Selection:MULUCLPS Frame Type:.5FLANGE Mull Bar Type:1X2.750X0.375 Mull Clip Qty:2.0000 Mull Clip Type:STDCLP/STDCLP http://ww2.exoquote.com/exoquote2/Reporting/(S(frthu24fb 1 zdkgta5wi 2hdce))/ExoReport... 5/24/2016 Page 3 of 4 Size Selection:CUSTOM Length:76.0000 Frame Color.W Packaging Options:N Ship Via: Location: office Notes: 0007(7.00) 'SGD770 SLIDING GLASS DOOR 770 Ordered: Cost Price Ext Price SLIDING GLASS DOOR 770 1.00 Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-1013.15 Door Configuration:BYPASS PnUrrk:3 Panel/2 Track Panel Configuration:OXO Panel Stack:STD Size Selection:CUSTOM Width:126.0000 Height 100.5000 Actual Size:126 X 100 112 Calc Track Length:126.0000 Frame Color:White Sill Riser Height:2.5000 Sill Riser Type:NARROW Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:SGPO90 Argon Gas:ARGON Glass:1"LIG(3/16 Tmp-3/8 ARG-7/16 HS/HS Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:IIS Grid Type:NO Grid Screen Panel Type:BOX Screen Rail Qty:1-BOX Screen Mesh Type:1816 Charcoal Panel Opr RIr.Steel Tandem Panel Fxd RIr,Steel Tandem Screen RIr:Steel Handle Type:RAISED/RAISED Handle Color:W Lock/Handle Location:STD Secondary Look Type:NONE Key Lock:N Keyed Alike:N Anchor Group:3.SGD770.1 Boxing Options:None Decralite:N CAR#:15-1013.15 PositiveDesignPressure:46.7000 NegativeDesignPressure:82.5000 PANumber:FL-251 EnergyStar.NONE Condensation Resistance:17.0000 UF:0.6500 SolarHeatGainCoeff:0.2200 VT:0.4300 VTCOG:0.6100 Ship Via: Location: living room Notes: - 0008(8.00) SGD770 SLIDING GLASS DOOR 770 'Ordered: Cost Price Ext Price SLIDING GLASS DOOR 770 1.00 Send Unit:COMPLETE Certification Type:MIAMI ' NOA Selection:15-1013.15 Door Configuration:BYPASS Pnl/Trk:3 Panel/2 Track Panel Configuration:OXO Panel Stack:REV Size Selection:CUSTOM Width:126.0000 Height:100.5000 Actual Size:126 X 100 1/2 Calc Track Length:126.0000 Frame Color:White Sill Riser Height:2.5000 Sill Riser Type:NARROW Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:SGPO90 Argon Gas:ARGON Glass:1"LIG(3116 Tmp-3/8 ARG-7/16 HS/HS Glass Calor:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:NO Grid Screen Panel Type:BOX Screen Rail Qty:1-BOX Screen Mesh Type:1816 Charcoal Panel Opr RIr:Steel Tandem Panel Fxd RIr.Steel Tandem Screen RIr:Steel Handle Type:RAISEDIRAISED Handle Calor:W Lock/Handle Location:STD Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:3.SGD770.1 Boxing Options:None Decralite:N CAR#:15-1013.15 PositiveDesignPressure:46.7000 NegativeDesignPressure:82.5000 PANumber.FL-251 EnergyStar:NONE CondensationResistance:17.0000 UF:0.6500 : SolarHeatGainCoeff:0.2200 VT:0.4300 VTCOG:0,6100 Ship Via: Location: living room Notes: 0009(9.00) SGD770 SLIDING GLASS DOOR 770 Ordered: Cost Price Ext Price SLIDING GLASS DOOR 770 1.00 ` Send Unit:COMPLETE Certification Type:MIAMI NOA Selection:15-1013.15 Door Configuration:BYPASS PnI/Trk:3 Panel/2 Track Panel Configuration:OXO Panel Stack:REV Size Selection:CUSTOM Width:111.5000 Height:100.5000 Actual Size:111 112 X 100 1/2 Calc Track Length:111.5000 Frame Color:White Sill Riser Height:2.5000 Sill Riser Type:NARROW Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:SOP090 Argon Gas;ARGON Glass;1"LIG(3/16 Tmp-3/8 ARG-7/16 HS/HS Glass Color;CLEAR Low E:ENERGY SHIELD MAX http://ww2.exoquote.com/exoquote2/Reporting/(S(frthu24fb 1 zdkgta5wj2hdce))/ExoReport... 5/24/2016 Page 4 of 4 Privacy Glass:NONE Glass Spacer Type:DS Grid Type:NO Grid Screen Panel Type:BOX Screen Rail Qty:1-BOX Screen Mesh Type:1816 Charcoal Panel Opr Rir:Steel Tandem Panel Fxd Rlr:Steel Tandem Screen Rlr:Steel Handle Type:RAISED/RAISED Handle Color:W Lock/Handle Location:STD Secondary Lock Type:NONE Key Lock:N Keyed Alike:N Anchor Group:3.SGD770.1 Boxing Options:None Decralite:N CARM 15-1013.15 PositiveDesignPressure:46.7000 NegativeDesignPressure:82.5000 PANumber:FL-251 EnergyStar:NONE CondensationResistance:17.0000 UF:0.6500 SolarHeatGainCoeff:0.2200 VT:0.4300 VTCOG:0.6100 Ship Via: Location: living room Notes: 0010 FD555 FRENCH DOOR SERIES 555 Ordered: Cost Price Ext Price (10.00) FRENCH DOOR SERIES 555 1.00 Certification Type:MIAMI NOA Selection:15-0409.03 Assembly Type:XOT Side Lite Type:FULL Transom Type:FULL Size Selection:CSTDOOR Overall Complete Assy Height:100.0000 Door Width:27.5000 Door Height:78.5000 Actual Size:27 1/2 X 78 1/2 Transom Size:47 1/2 X 19 3/8 Sidelite Size:19 X 78 1/2 Assembly Sz:47 1/2 x 100 Opening Size:47 314 X 100 1/4 Frame Color:White Door Swing:OUTSWING Threshold Type:1.375EXTERIOR Hinge Side:RIGHT Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Argon Gas:ARGON Glass Calor:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:SS Colonial Type:NO Grid Hardware Color:Satin Nickel PVD Keyed Hardware Alike:N Anchor Group:C.FD555 Boxing Options:None KD:Y Decralite:N PGT Warranty Brkg:Y Door Glass Makeup Desc:1 3/16"IG(1/8TMP-11116 Door Glass Color:CLEAR Door Interlayer:PVB090 Sidelite Glass Desc:1 3/16"IG(1/8TMP-11/16 Sidelite Interlayer:PVB090 Transom Glass Desc:1 3/16"IG(1/8TMP-11/16 Transom Interlayer:PVB090 Send Primary Lock:Y Hardware Style:80OLVR CARM 15-0409.03 CAR#:15-0409.03 CARM 15-0409.03 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL-253 EnergyStar:DOOR1234 Condensation Resistance:61.0000 UF:0.3000 SolarHeatGainCoeff:0.1700 VT:0.3600 VTCOG:0.6300 PositiveDesignPressure 2:70.0000 NegativeDesignPressure2:70.0000 PANumber:FL-253 EnergyStar:1234.0000 Condensation Resistance:62.0000 UF:0.2700 SolarHeatGainCoeff:0.1700 VT:0.3700 VTCOG:0.6200 PositiveDesignPressure 3:70.0000 NegativeDesignPressure3:70.0000 PANumber:FL-253 EnergyStar:1234.0000 Condensation Resistance:62.0000 UF:0.2700 SolarHeatGainCoeff:0.1700 VT:0.3700 VTCOG:0.6200 Ship Via: Location: living room 'Notes: _.... Products Ordered Total Quantity ALL DELIVERY DATES ARE SUBJECT TO TOTAL AMT: SH700 9 CREDIT APPROVAL TOTAL TAX: - MULL 2 SGD770 3 NET AMOUNT: FD555 1 - Sales Order# 162068 Print Date 5/24/2016 Page 1 of 1 http://ww2.exoquote.com/exoquote2/Reporting/(S(frthu24fb 1 zdkgta5wj2hdce))/ExoReport... 5/24/2016 crM IAMI•DADE 11L �� MIAMI—DADS COUNTY,FLORIDA =P,:-R1'TftiC PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESO RCES'(IFERJ-f- 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,' if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. DiSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0409.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DADE COUNTY NOA No.16-0126.04 Expiration Date: January 23,2019 (� Approval Date: May 05,2016 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1,titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idahnis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI.-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega, P.E. Manuel Per Product Control Ex r NOA No. 16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an outswing Rigid PVC French door,prepared by Fenestration'Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 7. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Rigid PVC fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 51h Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel erez, . . Product Contr Exam' er NOA No. 6.04 Expiration Date: January23,2019 Approval Date: May 05,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under previous NDA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14,expiring on 09/30/19. (Submitted under previous NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft?°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G. Durability-No Fog-Pass. (Submitted tinder NDA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft?°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. 13-0815.03) Manuel Pe ez, E. Product Control xa . NOA No. 16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTOTUED) 10. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5t' Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.I., approved on 07/02/15 and expiring on 01/23/19. Mandel PVainer E. Product Control NOA No. 16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-4 GENERAL NOTES:SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: , FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Min.Edge Min. Group Anchor Substrate Distance Embedment 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PRODUCT REVISED Ungrouted CMU,(ASTM C-90) 1' 1-1/4' av,Implying yi h ds Florida 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY A 3116"Elco Ultracon Ungrouted CMU, ASTM C-90 2-112" 1-1/4" Bolding Code APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN ( ) A=pt-No 16'17120.O p1 PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHT AND OF COMPRESSIVE P.T.Southern Pine(SG=0.55) 1/2" 13/81 expi.1k STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 Steel SMS(G5) Aluminum,6063-T5' 5/16° 0.063' py #10 410 S.S.SMS twoSteel,A36' 5/16" 0.063" Miami ede Product two 4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 18-8 S.S.SMS BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS Steel Stud,A653 Gr.33' 5/16' 0.063" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X B P.T.Southern Pine(SG=0.55) 1f2" 13/8" ;A)UPDATED ANCHOR TABLE, ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO 3l16'Elco Ultracon Grouted CMU, ASTM C90 2-1/2" 2_1/4" ¢`CHANGED SERIES#-JR-03/18115 PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS ( ) m 8)ADDED TPS SPACER,LIMITED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(min.2.85 ksi) 1" 13/8" a 00 CFG.,STD.YRS.-JR-01/24/16 ' 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK. 1/4"Elco Ultracon Ungrouted CMU,(ASTM C90) 2-1/2" 1-114" NON-METALLIC GROUT AT 3.4 KSI MIN.PER ASTM C1107.(DONE BY OTHERS).MAX.1/4'SHIM P.T.Southern Pine(SG=0.55) 9116" 13/8' a° I SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS(G5) Aluminum,6063-T5' 318" 0.071" TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, #12 410 S.S.SMS Y Co 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR ASn Steel,A36' 318" 0.071° W C0 APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 183 S.S.SMS > r• to �""a Steel Stud,A653 Gr-33• 318" 0.071"(14 Ga) fY _ 0 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE P.T.Southern Pine(SG=0.55) 1° 13/8' 0 m "' U ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS 1/4'Elco Ultracon Grouted CMU,(ASTM C90) 2-112" 1314" C9 cr"I N °JDeaf Ln SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR C Ln Concrete(min.2.85 ksi) 1" 1318" cgi m INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR Concrete min.3.35 ksi 1° 13(4° O J N J WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 1/4"EICO 410 S.S.CreteFleX ( ) Z LL Lo LL COD OF THESE INSTRUCTIONS. Ungmuted CMU,(ASTM C-90) 2-1/2" 1-11w 2 uj lh S P.T.Southern Pine(SG 0.55) 1" 13/8" W L) X 7)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT Z 02 co a: -ON FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD .1/4'Elco 183 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-1/2" 13/8" ~o W m 0 t Dnw BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY Ungrouted CMU,(ASTM G90) 4' 1-1/4" o O O N j THE DOOR,SIDELITE OR TRANSOM. Z 6.Z ti (n I D 1/4"Efco Ultracon Concrete(min.2.85 ksi) 2-112 13/8" 0 0 8)DESIGN PRESSURES: 1/4" Elco410 S.S.CreteFleX Concrete(min.3.35 ksi) 2-1/2" 13/4° Z A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. GLASS PER ASTM El300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, O laayg FRAME ANALYSIS AND GLASS PER ASTM E1300. TABLE 2: ® 0 III O 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS T#e Description Where Used: F 0 0 Z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT Z Z sI BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 1 13/16"Lami.IG(118'T-11/16'Air-1/8'ANN-.090"PV8-1/8'ANN) Door LL THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 2 13/16"Lami.IG(3/16"T-518'Air-1/8'ANN-.090'PVB-1/8°ANN) Door 0 LL 1DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 3 13/16"Lami.IG(1/8"T-9116"Air-3/16"ANN-.090'SG-3/161 ANN) Sidelile/Transom } C) (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. Z 4 13/16°Lami.IG(3/16"T-112"Air-3118'ANN-.090°SG-3118"ANN) Sidelile/Transom O Z W � 10)ALL RIGID PVC AND RIGID CELLULAR CPUC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS 5 13/161 Lami.IG(1/8"T-9/16'Air-3/16"ANN-.090"PVB-3/16'ANN) SidelitelTransom (O ! BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. attll •osap Cala 6 13/16'Lami.IG(3/16"T-1/2'Air-3/16'ANN-.090'PVB-3116'ANN) Sidelite/Ttansom 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 7 7/16"Lami.(3/161 ANN-.090*PVB-3116'ANN) Door/Sidelite/Transom `.��•, l':1!; . BUILDING CODE. `� •,I t�N/I , /�Q/ "ANN"=ANNEALED `�;. 12)REFERENCES: T=TEMPERED GUIDE TO SHEETS: ��•`,?'• GE''1�� TEST REPORTS:FTL-7339,7371,8715,8716&8717 "PVB'=.090"BUTACITE0 PVB INTERLAYER BY KURARAY AMERICA,INC. ;z. NOA'S:ELCO ULTRACON NDA;ELCO CRETEFLEX NOA,ELCO AGGRE-GATOR NDA; "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA INC. GENERAL NOTES...........................1 A ELEVATIONS...................................2 `~f= ,..,.5E705 VISION EXTRUSIONS,LTD.WHITE RIGID,VE 1000 TAN 202(NON-WHITE)RIGID&BROWN-COATED SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS..__....................3 (PAINTED OR LAMINATED)RIGID PVC NOAS,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN DESIGN PRESSURES.....................4-5 (NON-WHITE)RIGID CELLULAR PVC NOAS,ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM STANDARDS USED: SIDELITE/TRANSOM ANCHORS....4-6 -r. µ 6 11T ALUMINUM DESIGN MANUAL. X2014 FLORIDA BUILDING CODE(FBC),5TH EDITION INSTALLATION................................7-9 '. ,� I'- ALUMINUM E1300-09 EXTRUSION PROFILES..................10 �J,• _ •• <` 13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. -ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION -"' ,,'c,r• ° PARTS LIST................................._11-12 '� <-`�i•.,"`:..- �.•-. *ALUMINUM DESIGN MANUAL,ADM-2010 CORNERDETAILS.......................-11 0AISI-S10M7/S2-2010 HARDWARE DETAILS.....................12 'i WWL A LYNN IA)LLER,RE P.E.#58705 EXAMPLE CONFIGURATIONS ►{I II{-+- 40' J� 314" 38-31(4*M.79 I I ^1 M40" ULL 1"MULL —�-I —�I 11MU 37-9116' 76'MAX MAX.SLAB (36AX WIDTH LL PRODUCT REVLSEU —piyi°g with the FI ifw Bui1datg Code i r.. ! ° '0049 MAX 93-718' HEIGHT Mimi hedutt* MAX.SLAB (ALL DOOR BY HEIGHT CONFIGS-) p)NO CHANGES THIS SHEET JR-03/18/15 m B)LIMITED 00 CONFIG. JR-01014/18 TYP,DOOR SLAB X XX OIX(SHOWN)OR XIO OXO w m 4 m (NOE STILES AND WIDE RAILS (NARROW STILES AND WIDE > O 'aatl SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) C 30.8 FT'MAX 30.8 FT'MAX p to O DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 40MAX' 38-314"T r HEET A TABLE 6 8 9,SHEET 5 TABLE 8&9,SHEET 5 HORIZONTAL MAX O N aj°0 MULLION LENGTH J J m" O O 9)LL NIL c00 y°a 40. �" 2 W —(A o MAX, LLr) m X- 76'MAX. MAX. �'{TYR1 98-718" 106-1116' II1� TYR .,�III -z O JMO —+.-� -7N- 'M' 'MULL(X2) I MAX MAX I —�11�- 1'MULL F / o W y t DLO DLO p O O -I ,-z d z U 0) 0 O O /Q Q N / \ MAX. MAX1,� / / \ OR WIDTH / OR WIDTH 1'MULL HEIGHT HEIGHT O � IeayS MULLION VERTICAL /�J/ ® Z o to z LENGTH ¢ W U away \ / ( 0 LL (L � J a \ % \ Lo Z d a0r1 asa0 saua5 OIXXIO SINGLE O SINGLE O OIO(MAXIMUM OF 2(WIDE STILES AND WIDE AND WIDE SDE STILES AND WIDESTILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) SDE STILES AND NARROW AND NARROW O/O WITH O/X WITH ! NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION �.` 0•��"'� 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA (WIDE STILES AND (NARROW STILES - 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW 1"t 4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. ON SIDELITE& RAILS SHOWN ON 5)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. TRANSOM) TRANSOM) J 6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. ��.- "-" ✓:�� ` till ll!:I•�'.�'. A.LYNN MILLER,P.E. P.E.#58705 GLAZING DETAILS 1-3116'NOM. 1-3116'NOM. 1-116"NOM. GLASS STACK GLASS SMINNATED GLASS STACK 5116'TACK GLASS STAKED GLASS STACK GLASS STACK D f 118'ANNEALED GLASS fff_A18'ANNEALED GLASS 3/16'ANNEALED GLASS 11116'AIRSPACE PVB 516°AIRSPACE �.PVB 9/16'AIRSPACE .090'SG PRODUCT REVISED 1/8'ANN ED GLASS 1B'AN EALEDGLASS 3116'ANNEALED GLASS Buil ing C.&tW We Fland$ 11B°TEMPERED GLASS 3116'TEMPERED GLASS 118'TEMPERED GLASSE AceePlaaco No 1 'o) b• Exttimti D� 14 11/16" EXTERIOR 14 11116' EXTERIOR 14 11/16' BY EXTERIOR Q GLASS BITE a 3 GLASS BRE 3 GLASS BITE M1. Pmduct 3 37 38 39 40 42 37 38 39 40 42 37 38 39 40 42 ;A)NO CHANGES THIS SHEET at at 47 m JR-03118115 B)ADDED GLASS TYPE 7&TPS GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 u JR-01124116 USED IN DOOR ONLY USED IN DOOR ONLY TYP.WIDE FRAME GLAZING DETAIL,NARROW FRAME SIMILAR W co O Y m 1-3116'NOM. 1.3116"NOM. 1.3116"NOM. > �ag GLASS STACK 7/16'LAMINATED GLASS STACK 7/16"LAMINATED GLASS STACK 7116'LAMINATED of o us O 0 GLASS STACK GLASS STACK ll1 r. 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 3116'ANNEALED GLASS (0 N 71-5-0 Lo 112'AIRSPACE .090'SG 9116'AIRSPACE 090"PVB 1/2'AIRSPACE 0�,PVB O M M 19 J 0) O 6B O 3/16"TEMPERED GLASS 33/1 EALED GLASS 1/8"TEMPERED GLASS 3116' EALED GLASS 3/16°TEMPERED GLASS 3/16'AN EALED GLASS =LL -lJL - unap UU XT m 02 off 14 11116' EXTERIOR 14 11116° EXTERIOR 14 11116' F-W m O 'l t DMI EXTERIOR4 Q TTTIII GLASS BITE a 4 GLASS BITE a 3 GLASS BITE o Z O.Z m 37 38 40 0 N 37 38 39 40 J�� 39 �❑ 37 38 39 40 42 v Q u 1 t 42 42 41 0 41 41 ® O 41a4$ GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING F U r Z DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR DETAIL,NARROW FRAME SIMILAR4 W a(wg 7/16'LAMINATED F J U)Z N �- GLASS STACK } 3/16'ANNEALED GLASS z NN LL 090"PVB aq1 'asap saua$ 3/1�EALED GLASS 27 11116" ��•'S�3\.-.c•...;' o GLASS BITE .r EKtER10R 42 46 GLASS TYPE 7 "PVB`_.090"BUTACITEO PVB INTERLAYER BY KURARAY AMERICA,INC. USED M DOOR.(SHOWN) .090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. ?J ;�•,!(:,�„1 t, &SIDELITEITRANSOM 1(!�I 1 A.LYNN MILLER,P.E. P.E.M 5870$ SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION W (XX) 4"O.C.MIN., (0 10) (XIO,OIX,XIX, OIXIO,XIOIX,OIX)IO,ETC) SEE TABLE 4, SEE MULLION CLUSTER - SEE MULLION CLUSTER 4"MAX 4"MAX -ASTRAGAL THIS SHEET, `�� DETAIL BELOW `�� DETAIL BELOW FOR QUANTITY, %// \\ //' \\ CLU_S_TE_R_ SEE TABLE 1, I i 7°ROOUCT'REVISED SHEET 1 FOR ATTACH DOORS AND i SIDEL(TES TO THE as complying wilb the Florida 9-1 . . � -- TYPE •IIII III •II I1i B.1 '121 T 9MAXMULLION AS PER MAX. MAX Acrfptm c 41- EE,' Df 2 THE INSTRUCTION �i�DwRED I I OF THE INDIVIDUAL I BETWEEN DDDR OR SIDELITE ANCHORS By CENTERED CENTEMm'Dade uct CENTERED 96'MAX.HINGES BETWEEN HINGES SLENGTH IN JN CHANGES THIS SHE�ET2V62TICAL MULLION ding Codeif O MULLION NOTE1I NOVERTICAL R J Q I I MAX. CENTERED TABLES;JR-01/24/16 I I CENTERED I I I i• I I I DESIGN PRESSURE I I � APPLICATIONS m B)ADDED GLASS TYPE 7 TO BETWEEN I l BETWEEN I I ISEE j i 41-70.0 PSF j HINGES t j HINGES I I I NOTE 1 I I I 1 1 I \ CENTERED `\ / I I I I,• BETWEEN I I '� I SIDELITE SIDELITE SIDELITE DOOR MAX LL 9-MAX.ANCHORS 1MNC� J Y m W r nab ANCHOR REQUIREMENTS ANCHOR REQUIREMEPITS > ANCHOR REQUIREME ANCHOR REOUIREMENTS SAME AS HEAD SAME AS HEAD tC SAME AS HEAD SAME AS HEAD - O O 0 '. X XX,(USING ASTRAGAL) Mc MqX }r` a alae O 6 1'MULLION 6"i \\1•MULLION M 4'O.C.MIN. /--r-� \MAXFw\, 4"O.C.MIN. 4'O.C.MIN.--��/----rr---1 4° \ 4"O.C.MIN. Z LL �LL t00. 8p � TABLE 4: I 1 _TABLE 3: XX Door.Astragal Cluster Anchors Required I I SEE TABLE 6, U L X o X 8 XX Door Dasign Pressure Head b Sill It --- i SEE THIS TABLE 6, 1SHEET, --- t THIS SHEET, F Z O 2 10 of 'cN +/50.0 PSF Glass Type 1 Door Width(n) FOR ANCHOR FOR ANCHOR W m O t DN-0 \ SIDE- SIDE- / \\ SIDE- DOOR/ QUANTITY,SFS C)> O YO �V J N .1-70.0 PSF Glass Types 2&7 48 60 72 76 \ / QUANTITY,SEE o � LITE LITE i TABLE 1,SHEET LITE �� TABLE 1,SHEET Z d Z W LL m m c"f m L°� m U o �� 1 FOR TYPE 1 FOR Z O $S c� c� c� QGe �Ue Q(e7 ¢(P'J ('PJ TABLE 6: R' �- 60 4 4 4 5 4 5 4 4 Amhara Required for a Vertical Mullion(each mullion end) FOR'O�OC�O° ® O W iaa45 96 4 5 4 6 4 8 5 4 Door or SldaldeRlamom Width(in) AND SIMILAR O (n 12 24 32 38V4 40 CONFIGURATIONS = _ CO Z qq CONTAINING j O W Mullion aI 'm o m v D m v o m o o DOUBLE DOOR < W Ir s/oog TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O Ho - =a g a _$_ _ a g'_' ' g' P«>.usE " 1 Z U) e -9 He 'B 29 a e 2 @ E; S'e e 2 ONLY HALF OF O Z MULLION ATTACHMENT&INSTALLATION �n) <� �o o Q o o �� THE FRAME C5 Door WA 2 1 2 2 1 3 2 1 WA WA WA w } BO WIDTH OF THE U Z LU O ATTACH DOORS, _ SLTriR 1 2 1 2 2 1 3 2 1 3 2 1 DOUBLE DOOR j LL SIDELRES S Door g0 WA 2 1 3 2 1 3 3 2 NIA WA WA WHEN USING TRANSOMS TO THE '-,nom `��\ SLT- 1 2 1 3 2 1 3 3 2 3 3 2 THISTABLE. alit osap saua MULLION AS PER / / `..\�.a•.lti;;I THE INSTRUCTION - / 1"MULLION 7� / \ INSTRUCTIONS: OF THE INDIVIDUAL TRANSQ(vl `��\ 6" I HORIZONTAL 1 DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR PRODUCT MAX. \ ) .•',r, I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH - _ APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3/16°FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). y / tt 9-1Rr1 ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR - .`±.� -5" 1----+-I —/ 1"I (2)ANCHORS EXAMPLE,ON AN"XIO-CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE - _ - TABLE 7: DOOR OR �\ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. tt - HORIZONTAL MULLIONSIDELITE - MULLION END. DESIGN PRESSURE NOTES: -• y .O _ _-- 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. ;' . ~ H70.0 PSF - 2)MULLIONS SHOWN ARE STANDARD I'FRENCH DOOR MULLIONS. ,'-{,'••.,pLL±'^.t��:•-.•?`.'� I � 40'MAX MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. =_:•:. F TRANSOMS WIDER THAN 40•WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96°IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRINSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E-#58705 TABLE 8: Sideliterrransom Design Pressure(+/-,ps1)for Glass Types 3 a4 SIDELITErrRANSOM INSTALLATION(0) Long Side(In) 63-3/16 66518 68 70 72 76 78 1 82 84 1 88 92 96 1 98 104 108 111 24 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +170 +1-70 +/-70 +1-70 +/-70 +/-70 1 +1-70 +/-70 +/-70 +/-70 28"O.C.MAX. 2312"O.C.MAX. 28 +/-70 +1-70 +170 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +1-70 +170 +l-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +170 +1-70 +/-70 +1-70 4("OR LESS OVER 40' PRODUCT REVISlM 36 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 lrilding 0 +/-70 ---' ---- as ildi.9 i. with the Fluid ---- IICodc / ,9 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 ---------- ----- A-plmro Ne 16-01 .04Q 40 +1-70 +/70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 -1 nti ,Dx< 12D) 1 I I I I SEE TABLE 10, 42 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/70 +/-70 +170 +1-70 +/-69.6 +/-68.5 28'0.C.MAX I I I I SHEET 6 FOR By IF LONG SIDE ISI I I I ANCHOR Mtuni t Pmdml 44 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-69.6 +158.6 +1.67.7 +ISI.3 I I I g 40"OR LESS I t I QUANTITY,SEE m 46 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-69.4 +1.68.7 +1-67.6 +1.66.5 +/65.6 I I I n TABLE 1,SHEET 1 U5 48 +/-70 +/-70 +170 +/-70 +/-70 +/-69.9 +/-69.1 +1-67.6 +W +/55.8 +/-64.7 I i FOR ANCHOR ;A)CORRECTED TABLE 8 DIM.- 0 JR-03!18/15 50 +170 +/-70 +1-70 +/-70 +/-70 +1-68.4 +/-67.6 +1-66 +1-65.4 +/64.1 I I I TYPE. 1 I I m B)ADDED GLASS TYPE 7 TO w 52 +/-70 +1-70 +l-70 +1-70 +169.1 +/67.1 +160.2 +164.6 +/-63.9 _II I I p TABLE 9;JR-01/24/16 54 +1-70 +1-70 +/-70 +1-69.2 +168 +165.9 +165 +163.4 I I o 23-12"O.C.MAX. I I I I 56 +/-70 +1-70 +169.7 +/-68.3 +167.1 +164.9 +1539 IF LONG SIDE IS 58 0 +l-70 +159 +/-67.6 +166.3 +164 OVER 40' I 1 I --��----111 I I Y m 6D +1-70 +169.8 +(68.5 +167 +/.65.6 * - - - - --- 12'MAX(LONG SIDE) j m � nay 62 +1-70 +169.2 +168 +/-66.5 I ` 63-3116 +/70 +169.1 +1-67.9 +/66.2 6-MAX L---------------) -� 865/8 +/-69.1 +/68.9 (SHORT SIDE) N n a7aO O (WIDE STILES AND WIDEO'a 'r d RAILS SHOWN ON SIDELITES) C)LL N J p z l0 LL 1p aa+a UU X- TABLE 9: O w m Y .�-.co of s a Sidelite/Transom Design Pressure,psi'for Glass Types S,6&7 ) 1- 28"O.C.MAX. 2312'O.C.MAX p O O Long Side(in) IF SHORT SIDE IS �j- IF SHORT SIDE IS Z d Z `� U LL 63-3fl6 665/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 ".%R LESS _--- I OVER 40" Z O 24 +/-70 +/-70 +1-70 +/-70 +/-70 +170 +/-70 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 Ll a of 28 +/-70 +/-70 +/-70 +1-70 +1-70 +170 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +170 +/-70 +/-70L-:------------- _____ _ O LU laays 32 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/70 +1-70 +/-70 +1-70 +170 +/-70 +/-70 +/-70 +/-70 +/-70 ® m 0 lY 35 +/-70 +/-70 +1-70 +170 +170 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1728'O.C.MAX I I SHEET 6 FOR N I 0 +1-70 +/-70 +1-70 +1-70 I I I I SEE TABLE =) I- I I = 2 -' 38-314 +/-70 +1-70 +/-70 +170 +/-70 +/-70 +l-70 +1-70 +/-70 +1-69.9 +169 +/-68.3 +/-67.9 IF LONG SIDE IS i ANCHOR U W Z 40 +/-70 +/-70 +f-70 +/-70 +/-70 +1-70 +/-70 +/69.8 +/-69.3 +/-68.3 +167.4 +166.7 +/-66.3 40"OR LESS I I I I QUANTITY,SEE < W CL in TABLE 1,SHEET 1 0 IY R in 42 +/-70 +/70 +1-70 +/-70 +/-70 +169.5 +/68.8 +/-67.6 +167 +166 +/65.1 T i i / I FOR ANCHOR LL z Lo 44 +/70 +/-70 +/-70 +/-70 +/-69.1 +/-67.5 +166.8 +165.6 +/65 +164 I I I I I TYPE- >- U Z v 46 +1-70 +/-70 +/-69.4 +1-68.4 +/-67.4 +/65.8 +1-65.1 +163.8 +/632 wLL 48 +/-70 +/68.8 +/68 +/-66.9 +166 +164.3 +163.5 +/622 I I I t -nu Za saga r 23.12'O.C.MAX. I I I I 0 z 50 +/69.9 +/67.6 +/66.8 t/65.7 +164.7 +/62.9 +/621 I I I I rn IF LONG SIDE IS I I I i •t t�I'} I"' 52 +/-69 +/66.6 +165.7 +164.6 +/636 +/61.7 OVER 40' 54 +168.3 +/65.7 +164.8 +/63.6 +/626 ,�� •'- „r�rti �` L.3116 +/67.7 +/-65 +/64.1 +1628 - 12MAX(LONG SIDE)+167.3 +/64.6 +/-63.5 6"MAX. �--------+/-67 (SHORT SIDE) (NARROW STILES AND NARROW ' �RAILS SHOWN ON SIDELITES) .� (�d'-!11+166.8 NOTES: 1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. f 2)SIDELITEM;ANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E-#58705 &z?zr Z -i o W m Short Side(In) 9 G S�N m W k N 8 ; V) N . A O rN rN g9 rN N rN rN rN rN N N r-N rN rN rN rN N ° IIiIa s1 � a Rigs I-R I 9A K N 20m NpN_,pN,aN pN,p_N.NaN pN.NNNp1N o'N rA N rAN r!)N d1N Cl)N q1N NNrA_pN NNp pN.GN m ry N ry IY m N m m m m m n R ry m.-.6-m m m m m N m m m 1p m W N m N m Anchor m N o W tT Ui(II(T N to(n a N A N A to A N W N W N W N W Cly W A N A N A N A N A N a N Group A D CLL L c,m o Anchor IV 2 A A A A A A A A A W a W A W A W A W A W A W a W A W A N A N A N A N A N A N Groups B-D 0�o Anchor N Qf 0) QI rli O Ilt A(!�A A OI A U�A N A(fl W N W VI W N W (1�W N N N N fT N A N a N a N Group A �+ mzm Z pA A A A A A A A A W A W A W A W A W A W A W A W A W A N A N A N A N A N A N Anchor �'o R Groups B-0 m o Anchor D c* T(n 0 o o)o O)A Q)A m A I.I.I.W o W o W N W o-I- N N N N N A N A N A N Group A m z m Anchor m• Z A A a A A A A W A W A W 1-1-1.- W A W A W A W a W A-1-1- AN A N A N A N A"1' N Groups B-0 p m Anchor X D W o Ol A O)A W A O)A W A N W dl W OI W N W o W N N N N N N A N A N A N Group A V A N A z a A a a W A W A W A W A W A W A W A W A W A N A N A N A N A N A N Anchor O p m Groups B-0 r W Anchor Oi A O)A A A W A O)A N W O)W O7 W m W N W o N N N o N o N A N a N Group A Anchor a o N.4 w A w AW aW AwA W a W aW AW AN AN AN AN AN aN�ups B-0 N z o pAnchor 3 O A Ol A O A O)W O)W W W 0)W W W W W Ol N D)N N N o N o N A N Group A c m Anchor A W A W A W A W A W A W A W A W A W A N A N A NAN A N A N Groups B-0 O Anchor Group A 3 m 0° Anchor ( A W A W A W A W A W A W A W A W A N A N A N A N A N a N Ul Groups B-0 c Anchor V A V W V W V W V W V W O)W O N O)N O N o N o N A N Group A Anchor �' a A W A W A W A W A W A W A W a N a N A N A N A N A N Groups B-D r O Anchor N 3 V W V W V W V W V W V W O)TIT)N D)N Q)N o N N N Group A m D 0 Anchor (nW o W (nW N W NW NW NN rnNNNONUIN Groups ,. o Ps V W J W J W V W V W V N V N A N A N o N o N Group A Anchor d' Anchor N W o W N W o W o W N N N N -1-1- NN N o N-IN Groups B-D Anchor J W V W V W V W V N V N V N O N N N o N Group A Anchor N W o W o W m W o N o N N N o N N N o N Groups B-D Anchor W W W W N W W N V N V N A N W N o N Group A Anchor �' o W N W o W N N ut N N N N N o N o N GfOUps B-0 W W m W W N m N V N V N O N o N Anchor Group A Anchor w NW o W o N o N o N N N o N N N Groups B4) Anchor W W mN NN ODN V N 01N o)NGroupA AN WW N(TNN NfTNN NoNN fUit)NN oNNN orn Anchor r GB Anchor Groups � Anchor f0 N m N V N V N V N Q)N Group A O Anchor 0° T N O)N 0)N T N O N Of N Groups B-0 Anchor 7 N W N W N m N V N V N Group A Anchor O)N N N A N W N O)N °)N Groups B-D J 1070 TECHNOLOGY DRIVE R-c Rev B R-A ro m; �... ' -: '•; N.VENICE,FL 34275 A z z �. a s a p �rri;'.'-•�• �"• P.O.BOX 1529 ao o `z.- :•T a: L ;-•!' ® NOKOMIS,FL 34274 m z m W rn ff #29296 (941)-480-1600 N N a VINYL FRENCH DOOR AND SLT/TR q 517/13 w a— p N SLTffR ANCHOR QUANTITIES om J ROSOWSKI y FD-5555 � NTS N 6 OF 12 oz° MD-555.1 B t1� EMBEDMENT 114' INSTALLATION MAX. �— SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO ZX WOOD. DISTANCE 13 1 68 67 PRODUCT REVISED TYP.ANCHOR TYPE, 3 u w.plying with tho Ptrida EMBEDMENT Eaild' Code EDGE DISTANCE PER 71 33 33 A—prance No -O 0,14p SUBSTRATE,SEE E.pir tiara Daft �I I TABLE 1,SHEET 1. 6y OMiomi)ade Pmdact 1 ANCHOR PER HINGE Tj�p TO BE THROUGH A)NO CHANGES THIS SHEET SUBSTRATE.MIN.#10 JR-0311&15 FLATHEAD SMS,SEE TABLE 1,SHEET 1. 72 5 47 B)NO CHANGES THIS SHEET EXTERIOR 14 15 9 53 8 �JR-0124116 15 28 70 DETAIL 1B OR FRAAMINGMING,,SEEEE 2X WOOD ALSO SEE BELOW EXTERIOR _ m IL U) � NOTE 2,THIS SHEET DETAIL > y •;aa TYP.ANCHOR TYPE,EMBEDMENT 0 to O AND EDGE DISTANCE PER }n alW O SUBSTRATE,SEE TABLE 1,SHEET 1. U N N �• TYP.ANCHOR TYPE,EMBEDMENT AND O V � AVOID INTERFERENCE WITH EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING TYP.ANCHOR TYPE, –1 ch rn to p ? p TABLE 1,SHEET 1. THE CORRECT LENGTH OR 18 TYP.ANCHOR TYPE, EMBEDMENTAND 0-1 W)LL m o, 1/4' STAGGERING LOCATIONS.. 23 EMBEDMENT AND EDGE EDGE DISTANCE PER EMBEDMENT DISTANCE PER SUBSTRATE, 18 SUBSTRATE.SEE U U X y O SM M 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. o W m Y ^ -N EDGE 16 n DISTANCE 1 ANCHOR PER HINGE TO BEZ t1 Z ONO O j THROUGH SUBSTRATE.MIN. *10 FLATHEAD SS WITH z MIN.3 THREADS BEY D Q INSTALLATION 2e 1 METAL SUBSTRATE 52 23 a p l„45 OPTION 2 41 71 7 ® g O INSTALLATION _ 0 '- ANCHORS DIRECTLY �� • U Z INTO MASONRY. O U LLJJ Q R�5 < LLO Lo ILL I, Iin n i R } Lo • D D U Z_ fn > Z LL 26 4 72 4 EXTERIOR EXTERIOR 47 48 epixep sevo5 32 1'FRENCH DOOR MULLION 18 70 20 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR :.0.�_r,.-rYN`.F-"" DETAIL�A SUBSTRATE.MIN.3/161 FLATHEAD DETAILO n DETAIL JO = ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. V INSTALLATION NOTES: - •,:•�1,'y / ;b 1 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON '•r Dr�,. ._��b: �,'r�. ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 1 . 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X7.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1rz".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 0Rl` MASONRY.WOOD BUCKS DEPICTED AS"2X'ARE 1.1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE �'•',;,...�� ' AUTHORITY HAVING JURISDICTION. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. 1 A.LYNN M I 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELTTE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. MILLER,P.E. P.E#58705 I TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE 1(4' DISTANCE PER SUBSTRATE, OPTION 4 MAX 23 10 18 23 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL. �J R EDGE 18 Illuh' 1 ANCHOR PER HINGE TO BE IlllJl�t DISTANCE THROUGH SUBSTRATE,MIN. #10 FLATHEAD SMS WITH — f 1 MIN_3 THREADS BEYONDDOOR 67 METAL SUBSTRATE. VISIBLELIGHT m wmplCT(03VISD 29 as cemplyii�g with the Flotitis 33 71 5 WIDTH(DLO) 7 23 Building Code A—ptcucc No 'O , . TYP.ANCHOR F-+i�7rmian Date TYPE,EMBEDMENT AND EDGE By DISTANCEPER M Pmdusl SUBSTRATE,SEE TABLE 1,SHEET 1. ¢A)NO CHANGES THIS SHEET 52 a JR-03/18/15 EXTERIOR 3 31 72 41 m B)NO CHANGES THIS SHEET I-1 EXTERIOR 48 JR-0124/16 V 1'FRENCH DOOR MULLION 70 10, 47 20 28 DEfAIL� 18 MIAMI-DADE APPROVED MULLION(SEE SEPERATE NOA),ALUMINUM,STEEL W `1 m DETAIL FRAMING OR STEEL STUD.SEE J co '^ai SUBSTRATE PROPERTIES, INSTALLATION OPTION 3 DOOR FRAME WIDTH TABLE 6,THIS SHEET }n a OU INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J m rn co o O 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1, 0-1 N J o My EMBEDMENT TYP.ANCHOR TYPE, EMBEDMENT Z to LL w 0 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH M1/4'XEMBEDMENT AND OR STAGGERING LOCATIONS. 1�4' U U X S2 O EDGE DISTANCE PER°9 MAX. e0:* SHIM 23 SUBSTRATE,SEE 23 10 .! SHIM 23 F Z m O � J/0 EDGE TABLE 1,SHEET 1. EDGE o> y F DISTANCE DISTANCE 1 r Q O J C4 I 16 oZ dZ rn o 0 O LL TYP.ANCHOR 1 w TYPE, 31 29 5 33 41 ® 8 0 7aavS EMBEDMENT ° AND EDGE # O N O DISTANCE _ F U O Z PER Z eloas SUBSTRATE, a W SEE TABLE 1. O LL LL an SHEET 1. fe J 1 • t� t� U Z 1 j LL EXTERIOR > Z TILL CONCRETE/CMU ` 3 31 °• •_ •^ 4 EXTERIOR aql •asap suuas PER ANCHOR Cny ' REQUIREMENT 1X WOOD CONCRETEICMU EXTERIORBUCKSTRIP, SIDELITE1.;! TRANSOM FRAME WIDTH PER ANCHOR 17 `ii+ 1g ^ SEE NOTE 2, REQUIREMENT f...�� INSTALLATION THIS SHEET. DETAIL DETAIL DETAIL OPTION Z INSTALLATION ANCHORS INSTALLATION NOTES DIRECTLY INTO MASONRY. _ } 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON -t-I ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. S' '•. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO ^ a f MASONRY.WOOD BUCKS DEPICTED AS'2X"ARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ., - ...' AUTHORITY HAVING JURISDICTION. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. , 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE —Tr DISTANCE a 2X WOOD pp CONCRETE BUCKSTRIP 4 O 32 16 PERANCHOR } a OR FRAMING, O� REQUIREMENT EMBEDMENT SEE NOTE 2, EMBEDMENT IN: �I 1 °• THIS SHEET PRODUCT REViSfiD rs vrciplring wiffi sive FFmida 1X WOOD 1X WOOD BUCKSTRIP,SEE BAdars Code 23 BUCKSTRIP,SEE ==A=pto No t -Ol?.r-a04` NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. mu �' 1/4"MAK SHIM 114'MAX SHIM B 18 25 orK Miazni a roduct T, 23 10 1 a A)NO CHANGES THIS SHEET 18 TYP.ANCHOR TYP.ANCHOR ¢° JR-03118115 16 TYPE,EMBEDMENT TYPE,EMBEDMENT m B)NO CHANGES THIS SHEET 1 AND EDGE AND EDGE JR-0124116 j l j 29 DISTANCE PER DISTANCE PER u TYP.ANCHOR TYPE, II SUBSTRATE,SEE SUBSTRATE,SEE EMBEDMENT AND EDGE 7'r- 31 I I SEE IL,SHBOLT TABLE 1,SHEET i. TABLE 1,SHEET 1. DISTANCE PER SUBSTRATE, I DETAIL,SHEET 12 SEE TABLE 1,SHEET 1.AVOID I 1 Y m INTERFERENCE WITH I I W m OPPOSING ANCHOR BY 6 3 > r co .gab CHOOSING THE CORRECT 1 1 � O LENGTH OR STAGGERING I I DETAIL 6 ❑1- d' 0 ui LOCATIONS. O C4 v ajDa it N EXTERIOR 33 DETAIL .�J m p 7 O_j N J p ,(g O Z �LL CD ua0 S U U X T o SIDELITE/ W Z O 2 co I TRANSOM F—W0]O oma DOOR 14 15 WINDOW FRAME Ip. YO v j c"I VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z d Z S 0) DETAILeH HEIGHT(DLO) HEIGHT(DLO) ❑ u $t, HEIGI Q O Q DOOR 41 0 QFRAME HEIGHT ❑ MEXTERIOR O Z INSTALLATION NOTES: ¢ Wo 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIORDETAIL J� DETAIL�L U-TABLE 1,SHEET i.FOLLOW EMBEDMENT AND EDGE DISTANCE w LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON jTYP.ANCHOR O Z U) ❑LL ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. I INSTALLATION j z I I OPTION 2 TYPE,EMBEDMENT a t vs 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE I _ INSTALLATION AND EDGE ti 1 ap set�a5 INSTALLATION 7 DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".IX I ANCHORS DIRECTLY29 SUBSTRATE,SEE ,,'i "'•i`t;; WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 111 22 23 TYP,ANCHOR INTO MASONRY. TABLE 1,SHEET 1. DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS 7X'ARE INSTALLATION ANCHORS1 TYPE,EMBEDMENT 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. 1 ANDEDGE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 1 1/4•MAX.SHIM OR ` APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 T, DISTANCE PER 3.4 KSI NOW - - SUBSTRATE,SEE 23 NOMETALLICt:ol.k 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 TABLE 1,SHEET 1. GROUT-FULL SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE O�a LENGTH FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1f4"MAX.SHIM ° ^J 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE ^�;�.-<• - SYSTEM. 2X WOOD BUCKSTRIP © EMBEDMENT CONCRETE PER y a EMBEDMENT ,,,,^t'•`•. OR FRAMING,SEE ANCHOR ; NOTE 2,THIS SHEET REQUIREMENT EDGE DISTANCE EDGE DISTANCE A.LYNN MILLER.P.E. P.E.0 58705 4.922^ �— 2.261" —►� 4.565' •582• 9 04 3.925 ----'I 1.45r 075' .sw .075 ❑ .312' 1.750" PRODUCTREVISED 18r 1.375 I u c,mplyiag with 0te FTatifiJ 1.090• E3 E3 1 SIDELITEADAPTER A=p,moemNN, 16-012(o.04 0 A 1 O #20003,Rigid PVC uti Dae 2D19 1 FRAME HEAD&JAMB O FRAME SILLPANEL RAIL&STILE � O #20000,Rigid Cellular PVC #20001,Rigid PVC 3 #20002,Rigid Cellular PVC PJotm 3.079' Aer A)NO CHANGES THIS SHEET JR-03118M5 2• " 1.09r m 8)ADDED PART#27 2.146' JR-0124116 f-+ 1.500' �-I I -1 .761' .374' > I I ¢ .278' > '^m Wco .OBO' 3.5644.661• 3.518' 1GO" O U) � 00 . 06O N 3.516 .080" 3.518• 0w a8 L7 N o"t v of � m J J m m o O zLL LL LL (DD Mn�O W Z 02 v u -o1J O HINGE STILE , ~o W m Y 1.075° 1.075 1.075• 1.000^ �>REINFORCEMENT o Z a Z --t rn N #20013,6063 T6 TOP&BOTTOM RAIL PANEL STILE ACTNE INACTNE 1"FRENCHLL O REINFORCEMENT REINFORCEMENT 8 ASTRAGAL O ASTRAGAL 1 DOOR MULLION v z 1 #20014,6063-T6 #20015,6063-T6 #20016,6063 T6 #20017,6063 T6 #20022,6063 T6 c --� 7.140" --� 1.140' 1— 1258' �•�— ® O J�45 +li III— ,I1 IIS_ r 1.450' �} 075' 060' F�— I O y 1.359' .062' 281 281 J ,343• .375 .773' .062' V y Z 610' 1.625 ¢ W Z afoos INACTIVE ��BEVELED �� OGEE 07DFRAME SCRE DD-ON MULLION ACTIVE LL Lo 13 14 15 16 17 18 19 ASTRAGAL COVER BEAD BEAD COVER FIN/FLANGE CAP ASTRAGAL COVER z p #20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC j aq;l -�ra0 sauag .935' 1.012' r— 1.625 'i .901' 1�— ;�`'ti,`l VIQi9•rli;i, ',�. 060' .632'M .540' 0.125' 2285' —�•{ I •.e,�;�.•i.Grt'SE :/> �- TTTT �.3BG .500 ap .723• :930' .050' J T} II .200 050° - I —�ll— .063" �Z O20 SINGLE DOOR 22 23 ANCHOR 24 THRESHOLD 25 26 HINGE TRIM 27 7116"SQUARE y :L1I, .:J_; ASTRAGAL COVER O SILL CAP O PLATE O CAP O DRIP CAP O COVER O BEAD S :,V #20012,Rigid PVC #19009,Rigid PVC #19031,6063-T6 #20020,6063-T6 #20021,6063-T6 #20023,Rigid PVC #20047,Rigid PVC A.LYNN MILLER,P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E#58705 TABLE 11: 62 6 PGTPart# Description Material DOOR HEAD 23 91 1 20000 Door 8 SkloeteRFansom Main Frame cellular PVC DOOR PANEL HEAD 2 20001 Door Frame SM Rigid PVC 1 3 20142 Parcel Stile 6 Rag Celtutar PVC o 6 19 4 2MM Sidalita Adapter Rigid PVC 3 5 21413 Hoge Stle RomturcemeM Alum..608348 6 8 20014 Panel Rail RoMmomem Alum..W83-TS 7 20015 Panel SM Robdorcemerd Alum,6063-Te 1 a 20016 Acthe Astregal Rigid PVC T5¢OOUCI'125VLSFD s 1 21417 bac8ve Astragal Rigid PVC 28 1 a wnajplYinB with U.F7eaida 10 20022 1'French Door MuWon Alum.,6063-T8 Bwldms Code / 13 20004 Nacthe Astragal Cmar Rigid FVC 4 23 Aacptance l �15 14 20005 1-1/16'Betel Bead Rigid PVC Expirarim Dale 2Qt 15 20006 1-1116'Ogea Bead Rigid PVC 3 / aBY WK 16 20007 Screw Cour Rigid PVC Nva 17 20008 Adcl n Ruflarxle Rigid PVC Mimi I'mdu� la 21409 Y Manion Cap ftid PVC 5 2 20011 Atgve Astragal Cour Rigid PVC -JR-03118/15 20 20012 s ld over Door Astragal CRigid PVC DOOR / rr A)ADDED#38 22 20016 S81 Sa Cour Rigid PVC I JAMB nchor Plata Alum.6063-T6 / B)ADDED PARTS#27,945&#46 23 19031 A �JR-0124/16 ?a 20020 Threshold Cover Alum,606378 U 25 20021 Drip cap Rigid PVC 20023 Hinge Trim Cour Rigid PVC 27 20047 71161 Square Bead Rigid PVC 67 28 Fit Weatlarstnp W y m 29 167V3 Fmmo Weatherstrip 26 ] 14 '^aH 31 714FPTa1 Fram&A.Wide Stab Saxevc 014 X 1-1?PIL FH,16.625 O.C. Stainless Steel / DOOR PANEL n 32 7S101X FrerrnloNar.Slab Screw.410 X1'Ph FH.28'O.C. SIMI..51ae1 va O 33 78X1FPf410 Remforcament Screw#8 X 1'Ph.FH,18•o.c. swnless steel 70 HINGE STILE } a1q p — 34 710X2FPAX Frame Assembly Screw.#10X2 Ph.FH Stalnlasa Steal (�N N 35 714FPT41 W-W Slab Assembly Screac#14 X1-12'Ph.FH stemless Sorel / DOOR PANEL 36 714211X225 WW_Slab Asaenbly Screw.#14X2-1/4'PR FH Stinks Steel LOCK STILE B O_j N co co c> 79 0 37 TPS Spacer Systom Z D- a0 LL m UnniO 38 Cardinal XL Edge S er 39 44mnex DmaSeal Spacer.Composite Sealad/Do-l—t 00 X D co O` 40 62689 Ouarez SuperSpacen,Foam F3DM vd Dosslcoard W Z O ot! 41 MM Setting Block,85+1-5 drao. )n yi ~O W m Y t 9M0 42 Backbedmng,Do-03%or Git-7700 Silicone INSTALLATION �> O O N 43 AM n Gas 44 6H 5140 Hot Me Butyl ANCHOR r Z d Z O O LL 45 1852 Setting Block 8/1V x 4'x 3116',85+1-5 dura. rem 71 Z m 46 1614 Seeing Block 112'x lox 1180.85+1-5d=. Neoprene v \ a O 47-73 see Hardw BOM,Table 12,Shoot 12 ` m 1101 a,o3a �:Aglraq p „��, INTERIOR ® � °o Q 7aa4S 91 7A035 Acthe Astragal CaP A.tat \^v_\ _j V/ ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. 72 ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. 33 < W Wp sin's O DOOR22 / � z JAMB 2911114 z � o 3 S U DAYLITE OPENING(DLO)SIZES apl •osap sauce 24 WHEN USING PART#3:(WIDE RAILS OR STILES) 2 X DOOR FRAME HEIGHT-12.1=DLO HEIGHT SIDELIE FRANSOM 34 X DOOR FRAME WIDTH-12.3=DLO WIDTH \:'�y{ L,r1••' ±:;/r,_��i; (XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT JAMB W/NARROW (XX DOOR FRAME WIDTH/2)-11.5=DLOWIDTH �;��'=="' ' SLTtM FRAME HEIGHT-12.1=DLO HEIGHT FRAME _ SLT/TR FRAME WIDTH-12.1=DLO WIDTH DOOR 6 :)ai`J� WHEN USING PART#4:(NARROW RAILS OR STILES) ' SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT SILL - �/ SLT/1RFRAMEWIDTH-4.9=DLO WIDTH 18 .•:)-_I/l SIDELITE/TRANSOM ..r......',:-j 31 3q SILL W/WIDE FRAME 1 (HEAD SIMILAR) A.LYNN Mil l FR P.E. P.E#58705 HARDWARE DETAILS&LOCATIONS . 52.55 53,55 47-49 62,63 60 68 67 70-73 r / VLS 52,54 / PRODUCT REm ll as r�mpiYs6 wit4{hc F7o*ida Building Code Ansptaoca NO IG�O►�Z .0� EQUALLY- �/ / / 1100 SPACED B / 67 / \ (Niam' sde hoduC Con 47-49 a A)NO CHANGES THIS SHEET rc JR-03718115 14-0 / 53-54 / O \ m B)NO CHANGES THIS SHEET EQUALLY- ° JR-0124/16 SPACED O O / Y m w > co44" °b O CNaf EQUALLY- \ \ / c '1°a O ui SPACED Q \ to \ UU X!L) o 8" MAX. W z 02 ,co 0! _71 -7 �'W m O r, on+o 70-73 70 73 0] YO rn - r " o Z d Z CO W "XX"CONFIGURATION X"CONFIGURATION Z W \ s1 Z � O i, SEE DETAIL, Q N TABLE 12 TOP LOCK m SIMILAR m O W I�ays # PGT Part# Description Material ® m O W 47 666032701 P3000 3-PT Rhino Lock(6'8"),Amesbury Inc. Stainless Steel HINGE DETAIL a = U H 48 666032702 P3000 3-PT Rhino Lock(over 6'8'I,Amesbury Inc. Stainless Steel r O CO Z 49 71032X1FPFX Rhino Lock Screw 10-32 X 1"Phil.FH Stainless Steel ¢ W If ar°n 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel O O o LL Z m 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel -JCO umi 54 7S101X Strike Plate Screw,QQ:#10 X 1"Phil.FH 410 S.S. v Z W 0 55 7BX12PFHUX Strike Plate Screw,()OQ:#8 X 1/2"Phil.FH 410 S.S. @ OO > O LL 60 7SB1202 Flush Bolt QW alta —0-avas 61 7803725 Flush Boit Rod QOQ 4" 62 420034 Flush Bolt Guide(M @ 63 7832X12FP)(P Flush Bolt Guide Screw:B-32 X 1/2"Phil.FH ^`'% • "_ <, 64 48033N Guide Pin()DQ -` 65 78036 Flush Bolt Strike Plate QOQ,Amesbury Inc. Stainless Steel 66 7832X12FP)P Flush Bolt Strike Plate Screw,QOQ:#8X3/4"Phil.FH 410 S.S. 67 varies FtandWLever 9116' 68 varies Dummy HandlelLe�er 4" BEYOND v 6 - 70 PANEL 70 20025 Butl Hinge,Amesbury Inc. Stainless Steel :'; 71 71032X1FPFX H'mge,Slab Screw.#1032 X 1"Phil FH Stainless Steel 60 FLUSH BOLT DETAIL _ 72 7S101X Hinge,Frame Screw.#10 X 1"Phil.FH Stainless Steel ,ta wf i M1r „` tl ' A.LYNN MILLER,P.E. P.E-#WI05 JUL MMI®DADS MIAMI DADE COUNTY * PERfe1r'_F'e"d0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURLES��4Wunty' FL 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miemidtide.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in.areas other than Miami-Dade County)reserve the right to have this product or material tested for quality,assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD -LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERHMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above.. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-1013.15 MIAWDADECOUNTY Expiration Date: February 17,2020 �Q 12a 17 Approval Date: October 29,2015 ! Page I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Manuel ere ,P.E. Product Contro Ex miner NOA No. 15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: _EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-59931 FTL-6036, FTL-60011 FTL-6014, FTL-6015, FTL-60179 FTL-60231 FTL-6024, FTL-60259 FTL-60289 FTL-6031, FTL-6033 and FTL-6036, all dated. 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202 &"203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc.for their `Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series "SOD-770"Aluminum Sliding Glass Doors w/901 1350 corners -L. I. approved on 02/12/15 and expiring on 02/17/20. Manuel P e ,P.E. Product Controlx miner NOA No. l - 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Member Min.Edge Mtn. MDistance Ertlbedr INCLUDING POCKETS &90°11350 CORNERS fbncrete(m n.2.85 ksl) etlISIMe5lWJemb --T,79-- GENERAL NOTES 1 19'Elco llltracon Ungrouled CMU,(ASTM C9o) Jamb anty 2.112' 1414' 1)GLAZING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM o90,min.2 kat rout Jamb only 2-112' 1.314' 2)DESIGN PRESSURES: t/4'Etre 470 S.S. Conomle(min.3.35 kol) HeadfSlWJamb T 1.314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ut am i(ASTM C90) Jamb only 2-112• 1-1r4' Creteflez P.T.p,T.Southam Plne SG=0.55 Heed/s1alJamb P 1.395' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete(min.2.85 ksi) Head011 1• 1318' 3)ANCHORAGE:THE 33-1/31/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Elco Ullmcon Ungrmfled CMU(ASTM C90) Jamb orgy 1• 1.1/4' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southam Plne(SG=0.55) Headmilliamb 9116• 14la' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,1S-8or410 pi n 6063-15• Head/SeWamb 318• 0.063' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel,A36• Haad/SNIJamb 316• 0.05(r 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadslin) Steel stud,AS53 Gr.33• Head/Sill/Jamb 31W 0.0457• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/SiViamb 1-112' 1.318' NARROW JOINT SEALANT. 114•Elco 18.8 S.S. Ungrouted CMU,(ASTM C90) Jamb only 2• 1414' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggro-Gator. Gmuled CMU(ASTM C9g,min.2 ksl gmul) Jamb only 7 2• WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. i .P.T.southern Pine SQ-0.55 Head/SIYIJamb 1• 1.318' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern P1rre(SG=0.55) Head/SBUJamb 9116' lave' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS G5, Aluminum,BOe3-T5• Head/sOWamb 3B• 0.063- 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.17 threads/in) Slae1,A36• Head/SIMamb 318• 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel stud,A853 Gr.931 tieadlSlllJemb 318• 0.0451 TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.893"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES 6-8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12A4 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glass Description(Listed from EKtedor to Interior) EXTRUSIONS.... ................21,22 03 7/16'Laminated:(2)Liles or3116'Hs Glass wllh.090'PVB Interlayer proved as mmplyta8 wilkds G3A 9116-Laminated: Wes of 1/4'K4 Glasswllh.090'PVB Interlayer FlIarms9 G4 7116'Lambxaled:(2)Liles of3178'HS Gass Wth.090'SG Interlayer DESIGN PRESSURE RATING IMPACT RATING Date G4A 9116'Laminated:(2)Lites of 114'IIS Gass vAlh.090•SG Intedayer SEE TABLES 1.2&3 ON RATED FOR LARGE&SMALL NOM G5 1"Laminated LO.:3116'T Ex/erlorCap+3167 Air Space+7118•Laminated; 2)Wes of 3116'HS Gass vAth.090•PVB Intedeyer SHEETS 6,7&8 MISSILE IMPACT RESISTANCE a11sm1 Dade Prodad GSA 1'Lamineled LG.:110T Exterior Cap+5110'A r Space+MV Lembtaled;(2)Liles of3l16•HS Giese vAlh.090•PVB Interlayer 0� GB t•Laminated I.Q:31167 T Exterior Ca +318•AU SPM+7116•Laminated;(2)Wes of 3116'HS Gass wilh.090'SG Worlayer GLAZING NOTES: ll G6A 1-Laminated La:114•T Exterior Cap+5/16'Air Spam+7116•Laminated; Wes of 3118'Hs Glass wtlh.090•SO Inted er "ANN'=ANNEALED 6'7 7116'Laminated: )Utes of 3118'AI.84 Glass with.09D'SG Ime er "HS"=HEAT STRENGTHENED a�.• 1,1GENgF'•.,(�,p o7A Bv16'Lemineled:(2)Ules of 1/4'ANN Gass with.090•SO Interlayer "'T'=TEMPERED Q' G8 1'Laminated LQ:3116•TExterior Cap+318•Air spare+7/19•Laminated;(2)Wes of V16'ANN G 90'ass vAth.0SO Interlayer PVB'_.090'BUTACIT B BY KURARAY AMERICA,INC. i' t•ln.58705 .•'�i GSA f'Laminated LG.:114'T Exterior Cep+5116'Air Space+7/18•Laminated;(2)Wes of 3118•ANN Gass with.090•s6'hlerleyer "SG"_.090"SENTRYGLASY KURARAY AMERICA,INC. _ , tSTA SCfAr84015 Aey.ISF UPDATED/NiERlAYERMAHUFAC7UltER, UfourTECHAl0LOGYDRrV5jur. GENERAL NOTES AND MAP %O ' L-OF �� N.VEA7CE,FL 31275 rae S.�F<0121DP_`.•�`G\`� a'a (oa}Ieo•fc00 SERIES 770 ALUM.SGD-LM IMPACT _ �.;/ONA1 ae.= sea oea 7- ewe — a 22 oft P070130 A /A�NN.f/ILL PE JR 10/!0/14 CERT.OFAfRH./T919B 90D-770 NTS 1 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB; MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'JvP,'Jc."Kw*OR'Kc`INSTALLATION. EXAMPLE 4-PANEL)0OO(IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 13 t PER TABLES 13 CAN BE OXXXP. MAX. HEIGHT HEIGHT t,9 2)90'8135"CORNER CONFIGURATIONS CAN BE A COMBINATION �4 OF ANY 2 STRAIGHT CONFIGURATIONS. 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. MAX PER TABLES 13PER TABLES 13 L4 "X'=OPERABLE PANEL, INK INOPERABLE PANEL, POCKET POCKET =POCKET f—DETAIL LETTER 1-PANEL 2-PANEL _ WOOD OR METAL INSTALLATION "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NOM.PANEL WIDTH OLD HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 3PER TABLES 1-3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" IQ d:Q) CL2 MAX.UNIT ioMAX.UNIT '140 HEIGHT of 0 1 0 HEIGHT0 PER TABLES 1-3X PER lj�% TABLES 1-3 POCKET 3-PANEL CONFIGUIRAETI:O:N:S4-PANEL CONFIGURATIONS (M I en" MAX.UNIT WIDTH MAX.UNIT WIDTH – NOM.PANEL WIDTH C NOM.PANEL WIDTH PER TABLES 13 1 3 1 PER TABLES 13 F Odds, MAX,UNIT t t3uv SEE 19 MAX.UNIT EIGHT H NOTE HEIGHT PER ZTRS PER TABLES 1-3 R TABLES 1-3 TA SHEET. nr L POCKET 11fl Ice, IL L CONFIGURATIONS ZZ Typ. No.53705 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) Imo= jul It! Sc laSMIS A NO CHANGES THIS SHEET .1A L�OF -*t�,-:7 EXAMPLE CONFIG rx _X\ URATIONS M VEAWF,FL 30�(m SERIES 770 ALUM.SGD LM IMPACT '()NAI- ft*.V� Wt � CERT, SGD-770 NTS 2 A.LYNN MUER.P.E. JR 1 10114 2 PGTO130 JA P.E.4 EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7116'@96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300-1/4'@ 120'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM.PANEL WIDTH c LOCATIONS USING DETAIL-JW'.'Jd','KW-OR"Ke INSTALLATION. PER TABLES 1-3 EXAMPLE 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,PXXXX OR XXXXp.O)=IN POCKET CONFIGURATION CAN BE OXXXp. 112, L121 L9 Mip 2)90'8135'CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 113� m 96"OR 120" /j/ / f� / 1 h�i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 'X"=OPERABLE PANEL, POCKET I h "O'=INOPERABLE PANEL, Ll _.t"r---i V=POCKET 6-PANEL CONFIGURATIONS f—DETAIL LETTER MAX.UNIT WIDTH �'w"=WOOD OR METAL INSTALLATION 'e=CONCRETE INSTALLATION .NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1-3 DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" k-i d-L- ill% C MAX.UNITa is v UTF "u- t i i z oPANEL HEIGHT=DOOR UNIT HEIGHT-1.066" HEIGHT PER TABLES 13 G POCKET 7-PANEL CONFIGURATIONS 19AZAA-1ZA MAX UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 3 13 _j 1 19vw wi '4pprVvtd%2wmplyIm9Whbft NOAN HEIGHT F"M� MAX.UNIT la. 11-1 I ads llmduOl W PER TABLES 13 h /Y I jlt / // I /' POCKET E L Ij 8-PANEL CONFIGURATIONS Na.58705 7- la3Wf5 A CtbWGW7HlSSHRST SO SWE0 I= YDRWE MMPLE CONFIGURATIONS CLOG CS;a 34275 ... .... ROW— *910NAI SERIES 7701'ALUM.SGD-LM IMPACTit A—ay. c".101 10114 BY CERT.OPAUM"29e NIS 22 " PGrO130 11111 _rA A.LYNN MILLER.P.E. JR 1 GLAZING DETAILS (G3,G3A, G4, G4A, G5&ISM) 7/16"NOM. 7H6"NOM. 1°NOM. 3/16"HS GLASS--, 3/16"HS GLASS 3/16"HS GLASS .090°PVB .090"PVB .090'SG 3/16°HS GLASS 3/16"HS GLASS--\ 74 3/16'HS GLASS 74 3!8"AIR SPACE 74 3116"T GLASS 82 82 83 10 • EXTERIOR 3/4"NOM. EXTERIOR 314"NOM. GLASS GLASS 55 3/4"NOM. BITE BITE GLASS BITE EXTERIOR 80 80 79 54 64 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9H6"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 1/4'HS GLASS .090"PVB 090"PVB .090"SG 3/16"HS GLASS 1!4"HS GLASS 74 1411SGLA�S 74 5/16"AIR SPACE 74 1/4"T GLASS 82 83 3/4"NOM. 3/4°NOM. EXTERIOR GLASS EXTEGLASS 55 3/4"NOM. G'7 BITE a 817E GLASS BITE EXTERIOR 81 a 79 54 54 •ppm�'ed ummplytmgwilLab 65 FlOV2 .Id gC Wk NOAH V.9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A UY GLAZING NOTES: ;`��•'\�pensE'��Fp�'� "ANN"=ANNEALED 'HS"=HEAT STRENGTHENED No.50705 "T"=TEMPERED = "PVB"=.090"BUTACITE PY KURARAY AMERICA,INC. "SG"=.090"SENTRYGLAS%Y KURARAY AMERICA.INC. _RJ t moor. Dare wwtm. 0 sc rmSla nA uPOAEvrHERurRMAHUAcRER TAILS � 10707ECHNOLOOrcamE GLAZING FLORI �9 A VENICE,FL 91776 n„ �i t1, .......... ��\ M494gp.160D SERIES 770 ALUM.SGD-LM IMPACT x� ilrrS;CANAL aeb. tt�a n`eRA.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAU7H.WIBYHF RT. SCI}n0 NTS 4 -22 PGT0130 A P.Ex6e706 GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A) 1"NOM. 7/16°NOM. 1"NOM. 3/16"HS GLASS 3/16'ANN GLASS .090"SG 3116"ANN GLASS .090"SG ' 3/16 HS GLASS .090"SG 3116"ANN GLASS 318"AIR SPACE 74 3116'ANN GLASS 74 3/8°AIR SPACE 74 3116"T GLASS 3116'T GLASS - 82 83 89 EXTERIOR 3/4'NOM. 3/4"NOM. 3/4"NOM. GLASS 56 GLASS 56 GLASS BITE BITE EXTERIOR IT EXTERIOR a 79 79 54 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16'NOM. 1'NOM. 3/16"HS GLASS 3/16"ANN GLASS ,090"SG 1/4"ANN GLASS .090"SG 3116"HS GLASS .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 1/4"T GLASS - 82 83 83314'NOM. 3/4"NOM. EXTERIOR GLASS 56 3/4"NOM. 58 GLASS a BITE GLASS BITE BITE EXTERIOR i EXTERIOR 6, a 7g 79 54APP+oved u cam pi54gMH 16 55 55 FI.Wla Dale NOAH Miami D a'ww 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A Dy GLAZING NOTES: ;•``�ON�. ..... /(F�i� "ANN"=ANNEALED \� :'��GENsg '•. p 'HS"=HEAT STRENGTHENED 7� "T"=TEMPERED = No.58705 "PVB"_-090"BUTACITE PYB%Y KURARAY AMERICA,INC. +. "SG"=.090"SENTRYGLA9bY KURARAY AMERICA,INC. a ativaer. Deme n..rac o.r,baar p'•., srn LCF SC 1(Y820f5 A UPDATEDLNT&LA,ER MANUFACTURER �'�L`�•.;`YOR10P:',��`�` 1070TECNNOLODYDRNE GLAZING DETAILS a N.VEA7CZla JIT76 SERIES 770 ALUM.SGD-LM IMPACT �''�c/a�lAV-,��`` 041psOf500 NN 111 c�a o.eR• s.i anroe aeee ' ' aK A.LYNN MILLER,P.E. JR 16NQH4 CER7.OFAUTN.A2BP60 RT. 8OD-770 NTS 5 °�Jr 22 POT0130 A P.E.q 5H705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+BO l-60 Sill Height to Max.(+)DP configurations on Sheets 2&3) (May be limited by Table 1A) (Water fight ion Rating) For comer astragal anchorage on 90°or 135°comer units,see sheet 11 Bill Riser Height (+)Design Door Unit Height (Flat or Box,see Pressure,Psi Table applies to Glass 80' 84- 90' 96, Sheet 17) Types 3,3A,5,5A,7,7A,8 69-718'DLO7/8'DLO °DLO 8 8 DLO Flush-1-112" 1 see note 3 &8A and the Stile!Astragal Anchor Group Anchor Group Anchor Group Anchor Group Low +46.87 types shown below. 1 2 1 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-31l4° +80.0 Hea S II C4+1 +1 C4+1 +1 C4+1 +1 C4+1 + C4+1 + C4+1 C4+ C4+1 + C4+1 C4+ 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 3W 23' DLO Jamb 8 8 8 8 8 8 6 8 8 8 8 8 8 6 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 a36" nL0 Jamb 8 8 8 8 8 6 B 8 B 8 8 8 8 8 B 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH Head/SIII CA+1 C4+1 C4+1 C4+1 G4+1 C4+1 CA+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 42' DLO Jamb 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 0 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 ro = O OH RATIO a 1 Head(S111 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 O 48" DLO Jamb 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 8 O O P-hook 8+7 6+7. 6+7 6+7• 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4-SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. - NOM.PANEL WIDTH-7" 3)4',3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866° 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal 4ppmved=compVagvt*t36 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Florid• d Dale Standard Astragal Inside ._ME _ - 8 Outside Outside Corner at mt o•a mduel Comer ttY ZEW inside Corner Outside ;.�Y'o� .Y... 44i/�F ' le Inside Cor Corner �A ..•'�,�cErISF'•..�P Part#61(Stile) Part#61(Stile) r' Part#60(z2) Part#60 Part 060 Part#60(Stile) Part#60 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 _ �r'• N°•5870' Part#67(Astragal) Part#120(in.) Receiver) (Corn.&Fxd Mount) ey. nem EA E0CHANOES7H13SHEEi' 10707EawNOLoorowt�HTDPANDANCHORAGE ,N.VENfCEFL 311)6 fOe i lSn . .SERIES 770 ALUM.SGD-LM IMPACT (W}}f80•tBDO �� .+' o,wyM, ar a LYNN I�LeR P.E. fi'"R";10110114 °i"'0 °"` cFnr.OFAM e2zaB a soano NTS 6 -22 PGTi7130 A r.Ex sefos JR TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum 9P for all shies:+601-60 For comer astragal anchorage on 90°or 135•comer units,see sheet 77 (May be Nmited by Table 2A) ntt Table applies to Glass Types W 84' lig. g8• Door UHeight 10Y 108° 114• 120° 4.4A,6,6A,7.7A,B 8 8A 69.71W DLO 73.718 DLO 79.718'DLA 85.7/B'DLO 91-7/8'DLO 97-7/8'DLO 103.718'DLO 10&718' and the Stile/Astragal types Anchor Group c or Gmup Anchor Group Anchor Group nc r Group Anchor Group Anchor Group Ane r Group shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 adIS111 C4+1 r1 C4N C4+1 +1 C4+1 C4+1 +1 C4+1 +i +1 C4+1 04+ +1 C4+1 + 1 C4+1 + +1 C4+1 r +1 C4+1 Cor N (%+1 N + C4+1 C4+1 C4+ 24' DLO Jamb 8 8 8 8 8 s 8 8 8 B 8 8 B 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P•hook 8+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+9 B+9 a+9 6+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Fiead/Slll C4+1 C4+1 C4+1 C9+i C4+1 CA+1 C4N 04+1 C4+1 C4+1 C4+1 CA+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+/ C4+1 04+1 C4+1 C4+1 03+1 04+1 C4+1 C4+1 CAN C4+1 C4+1 30' D23.LO Jamb 8 8 8 8 8 8 8 8 8 8 B B 8 8 9 B 10 10 10 10 10 10 to 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 748 7+B 7+8 7+8 7+8 7+B 7+8 7+8 7+g 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 8+10 9+10 8+10 9+1D 9+10 9+10 Head/Sill C4+1 04+1 CIO CAN CAN CAN C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CAN 04+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 CA+1 CAN DLO Jamb I 8 8 8 B B 8 8 8 B B 8 8 8 e B 10 10 10 10 70 10 10 10 10 10 10 10 10 10 70 10 P•hook 8+7 6a7 6+7 7+8 7+8 7+8 7+8 7+B 748 7+8 7+g, 7+8 7+8 7+8 748 8+9 6+9 8+9 B+B 8+9 8+9 8r9 8+9 9+70 9+10 9+/0 9+10 9+10 9+10 9+10 9+10 35' Head/Sill CIN C4+1 C4+1 C4+1 04+1 CAN 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ICAN 04+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 CAN C4+1 C5+1 CS+1 C4+1 CAN C5+1 C5+1 a 4Y DLO Jamb 8 B B 8 8 8 8 B 8 8 8 B 8 B 6 .10 10 f0 10 70 10 10 10 10 10 10 70 10 f0 10 10 P-0ook 6+7 6+7 B+7 748 7+8 7+B 7+8 7+8 7+B 7*B 7+8 7+8 748 7+8 7+8 B+9 6+9 8+g 8+9 8+9 B+8 Bt9 8+9 9+10 9+10 9+f0 9+10 g+10 9+10 9«10 9+10 FleadlSlt C4+2 C4+2 C4+2 C4+2 03+2 C4+2 C4+2 C4+2 04+2 CA+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 01+2 C4+2 C4+2 01+2 C4+2 05+2 C5+2 C4+2 C5+2 CS+2CS+2 CS+2 C5+2 C5+2 C5+2 Z 48' DLO Jamb B 8 8 8 8 8 8 8 a 8 a a 8 8 8 10 10 10 10 10 f0 10 f0 10 10 f0 10 f0 10 10 10 P-hook 6+7 6+7 6+T 7+8 7+8 7+8 7+8 7+8 7+a l+a 7+8 7+8 7+8 7+8 748 8+9 8+9 849 8+9 8+9 6+9 8+9 8+9 8410 9+10 9+18 9+10 g+ig 9+10 9*10 9+10 Head/SM C4+2 C4+2 C4+2 C1+2 C4+2 CA+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 01+2 CA+2 C4+2 G3+2 �° DLO 'B� 6 8 8 8 8 8 8 8 8 B B 8 8 8 8 8 P-hook 6+7 8+7 8+T 6+7 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7 8 7+a Not available in these sizes F1ead13111 C+2 C7+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 * C5+2 OpL0 Jamb 8 8 8 8 8 BIB B 8 8 8 s 8 8 B 8 P-hock 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+B 7+B 7+8 748 7+8 T+8 7+8 + 748 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. = 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Helght to Max.(+)DP 11 DLO HEIGHT= (NEGATIVE PRES.UNCHANGED SEE TABLE 2A Rater Infiltration Rating) OH LENGTH F� )- � DOOR UNIT HEIGHT-10.125" 3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED-MAX. (+)Design see w PANEL HEIGHT (Flat or Box, = POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO z 1 AN OVERHANG COMPLYING WITH THE CURRENT F13C(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = Op DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 O 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +80.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' *�•0 OH LENGTH INSTALLED. SEE NOTES 13 OH RATIO=OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18 819 FOR ASSEMBLY DETAILS. Interlock . P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ 4pprov "mmptyioswartt Assembly straight Astragal Assembly 90'Astragal Assembly 135'Astragal �rL" d 0 Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutystlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 9a1. Standard Astragal AN Inside RD Outside Outside Corner 4! ml a Pnrdeel enol Comer ay. Inside (3" 77TV LYNN A?/ 40— Corner Outside C,a.• . /! InsldeCorner Corner '•tC sF•.•Fp Part Part N61(Stile) Part#119(Out.) Part#61(Stlle) tea`: EIy N61(Stile) ' Part N61(x2) Part N61 Part N61 Part N61 Part N116(Comer Parts N31&N32 Part N61 %� hyo.56705 Part N67(Astragal) Part N320(In.) — Receiver) (Com.&Fxd Mount) _ alp- -D_ so m rmrs aA CHANGES THIS o.�U��S 7p7orEc/IaocoorowvE DPANDANCHORAGETeo' V� awn MVENIC$FLa127a res ''��•'•.FLORIOP.• C-) SERIES 770 ALUM.SGD-LM IMPACT '.'O s� A L 4 R,P.E SJR !o!a/f4 ora cEriroFAtrNtRz9zes son770 NTS 7 d22 PGT0130 A P.E. 58705 TABLE 3A: TABLE 3: Deslgn Pressure(DP)and Anchor Quantities Required,(tor all approved contiguragons on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door UNI Height Sill Riser Height Table applies to Glass Types 4,4A, 80' 84' 90" 96' 102' 108" (Flat or Box,see (+)Design 6,6A,7,7A. 8&8A and the S01e/ -/8"OLO 13-11t)"DLO 79-7/8'DLO &5-71W DLO 91-7181 DLO 97-7/8'ULO Sheet 17) Pressure,psi Astragal types shown below. ---Anchor Group I Anchor Group Anchor Group Anchor Oroup Anchor Group Anchor Group Flush-1-1/2' see note 3 1 2 1 3 1 4 1 1 1 2 1 3 1 2 1 3 1 4 1 1 1 2 1 3 111 4j 1 2 3 411 1 2 3 4 Low-2-1/2' +46.67 V45—.sum n ressure +/--90.0 + s +1.78.0Ps Medium-3-1/4' +60.0 24' 17' HeedlSl9 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1C4+1 C4+1 C4+1 C4+1 C4+1 CL+1 C4+1 C4+1 C4+1 2,4+1 C4+1 24+1 C4+1 C4+1 04+1 High-4' +S -0 DLO Jemb B 8 8 8 8 8 8 B 8 8 s 8 0 8 8 8 10 10 10 10 10 10 10 10 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+9 7+8 7+e 7+B 7+6 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+8 6+9 8+9 8+9 8+9 Desi Pressure +/-90.0 psi +1.92.5 st +1-76.0 al 30" 23" HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 8 8 8 E 8 8 8 8 8 8 B 8 8 8 8 e 10 10 10 10 10 10 10 10 1 De P-hook 6+7 6+7 8+7 6+7 7+8 7+6 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+t) 7+8 8+9 8+9 8+9 f1+8 e+9 8+9 8+9 8+9 _ Design Pressure +/-90.0psr +1.82.6 psi +1-75.D ps1 m 29' HeedfSlD C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 CA+1 C5+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 a � DLO Jamb 8 8 8 8 8 8 a 8 B 8 8 8 am 8 10 8 10 10 10 10 10 10 10 10 P-hoot 6+7 6+7 0+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+8 8+9 8+9 8+9 8+9 8+9 8+9 t1+9 8+9 8+9 Deslgn Pressure +/-90.0Psr +1.82.6 psi +1.75.0 psi OH LENGTH 4Y 35' HeadlSlll C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 c5+2 C6+2 C5+2 C5+2 C5+2 C5+2 = DLO Jamb 8 8 8 8 8 e 8 8 8 0 10 8 8 8 10 8 10 10 10 10 10 10 10 10 O P-hook 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+e 7+8 8+9 8+9 6+9 6+9 8+9 8+9 f3+9 8+9 8+9 8+9 8+9 8+9 8+9 0+9 8+9 w ra = O OHRATIO21 DB51gn Pressure +/A0.0 psr See Note A below. +1.82.5 par +/-76.0 pat = Oo 48' 41" Head/SM C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C8+2 O DLO Jamb 8 8 8 6 9 8 10 8 8 e 10 8 8 8 10 8 10 10 10 10 10 t0 10 10 1 P-hook 1 6+7 7+8 1 7+8A 7+8 1 1+8 1 8+9 1 8+9 1 8+8 1 8+9 1 8+9 1 8+9 1 8+91 8+8 19+1019+1019+101 8+9 19+1019+1019+—,8+9 9+10 9+10 9+10 J— FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+1-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4-SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2-SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4-SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4-SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND DOOR UNIT HEIGHT-10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. interlock P-hook Lockstile @ Jamb Stralght Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal +PlOd.. I"Op1Plpi°g^10� Florrida itd a o e Heavy-duty Stiles Heavy duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile tisk Inside Heavy-duty AstragalNOAu Outside Outside Corne MI miD `Prods` a� Corner e DY_ Inside til II/r ' Corner— OVAZ utside LYPIN/y/�(�r��/ InsideeCor ttcCllsF'•..'r Corner Part#61(Stile) Part#61(Stile Part 0119(Out.) Part#61(Stile) No,88705 '•�r FPart#61(x2) Part 1161 Part#61 Part 1168(Astragal) Part#61 Part 11118(Corner Parts 931&#32 Part 961 _ ^ Part#120(In.) Receiver) (Corn.&Fxd Mount) — 7J 11 as pr-y6r (� •.. STAT-OF sc laW0ls a cRANcesn#ssxl�r 10mTEdrNoloovoenrs DPANDANCNDRAGE % F' FcoRm?:.•'��, x.t�wwcF rz ars7s SERIES 770 ALUM.SGD-LM IMPACT /��jn� (s+1Nao rasa i I I I,t an.r++ye eo,r awr a,.row aw: A.LYNN{r�ItLER,P.E. o>�er o� osr reRtoFauntNserse soo-770 NTS 8 a 22 PGTO130 A P.E.N68705 JR 10/10/14 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE'C5"CLUSTER DETAILS, FOO.C. GAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. POCKETSCLUSTER,SEE THIS AND 60°NOM. DETAILS,SHEET 11 x x SHEET SEE POCKET (8)P-HOOK ------- _ x x PANEL WIDTH x x x x 6"MAX. JAMB MOUNTING ADAPTER 6'MAX. x x x x xx x x x x ZX xx"X x x x x x INSTALLATION, x x THIS SHEET ANCHORS MIDWAY i Io' L T MAX. &SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF ANCHORS&AT 3" I I Ox=FRAME x x ANCHORS FROM TOP& i i I I ANCHORS 96" (TOTAL 8 BOTTOM i o 14` ® 1 1 1 o UNIT 21'MA ANCHORS) $ MAX.O.C.' I"T HEIGHT D.C. PER JAMB 4.051' "MAX.TO OPENING 1122 ®I 14'MAX.O.C. 0®=P-HOOK EDGE OF POCKET SEE i ' I O ANCHORS x x (SEE JAMB INSTALLATION ion ®I Z I DETAIL DETAILS'Jd&'Kd, I I°I mO--P-HOOK BELOW) ell END PANEL SHEET 14&PART i F I®� ;U 101 x ANCHORAGE DETAILS'J'&'K', i�c y j j ° T MAX, ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR j �--1® I ANCHORS x O.C. P-HOOK L--_- 8"MA% `oto - x x x x PANEL "+2' ANCHORS END PANEL x' xx, xxxxx x x x z xxx x' x x x x MAX. ANCHORAGE(SEE ANCHORAGE ANCHORAGE x' x x x x x' �.+2. ,+Y SKETCH BELOW) (SEE SKETCH BELOIf� ` .+2• +Y �'+y ANCHORAGE ANCHORAGE CENTERLINE •1�' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXkXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6' SPLICE NOTE: _ NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED I 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60. TE -CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" �— OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6 8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL - SEE"C5'CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCKvo.`m.«• ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24 OTHERWISE ANCHORS ARE NOT 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: °F 6"MAX CENTERLINE JAMBS&P-HOOKS:6'MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. •PProredocomplytuawl1�10a "+2"ANCHORAGE ANCHOR PAIR wo,1a3.1. ftC.O-104 REQUIRES SEE"CS°CLUSTER END PANEL pate^ CLUSTER,SEE CENTERLINE CENTERLINE DETAILS,SHEET 10 OF ANCHORAGE NeM • ' DETAILS,SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) MAX.Bo-1 m i4.051" h 3.5" I nr , • • • • . • `.`>_,Ax LYNNJ> �Si�r.•'.�CENSF•••.F� CENTERLINECENTERLINE CENTERLINE No.56705 EXTERIOR OF PANEL 3 "+2"ANCHORAGE--/ I+OF PANEL 4 "+2"ANCHORAGE OF PANEL 5 = SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS b ,�' ��1..�i,;T a IS;'UJ, SSC 10/8!2015 O CHANGES MIS SHEET A EOF � SERIES ANCHO�770 ALUM.SGD LM IMPACT GE SPACING EXAMPLE ��S � \ aw (eafNeo lsoo LL �.�+.� an,x u.ftm "'" A LYN�1'IrfILL�R,P.EIY . c—ar.' 0 CERT.OFAUTH.A29M ® SGD•no NTS 9 d 22 PGTO130 A P.E.058705 JR ta1a/4 ASTRAGAL OR _SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG- INTERLOCK--i -IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04- 2.04 CENTERLINE I CENTERLINE "CO"CLUSTER DETAIL) CENTERLINE I 3.5' 1.75' EXTERIOR 6-DIAG. 21' 1/4"DIAG. I "DIAG. MAX. 2.01- =2.04' D 2.0- D.C. LB I EXTERIOR 04 2.04" 21" -157- .6r MAX. EXTERIOR 3.5" 4"DIAG. W73 EXTERIOR 3.5" O.C. 7- EXTERIOR 7' 2-TRACK FRAME HEAD/SILL 2-T FRAME HEADISILL 2-TRACK 7- 6"MAX. Cal ASTRAGAL OR INTERLOCK FRAME HEAD/SILL 5.64* (a)ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ^2 TRACK L I FRAME JA ANCHORS ARE REQUIRED,TA") ANCHORS ARE REQUIRED,-CS-) ANCHORS ARE REQUIRED,'C6') MB ANCHOR PAIR 4-TRACK ASTRAGAL OR L_SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR � SPLICE LOCATION 6"DIAG. FRAME JAMB. INTERLOCK--I IF NEEDED INTERLOCK--j _ _ CONDITION,USE INTERLOCK IF NEEDED -E�- 7- 2.04' EXTERIOR ANCHOR PAIR 3.5" 1-- CENTERLINE CENTERLINE I C6'CLUSTER DETAIL) CENTERLINE 3.5- 3.5" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. 2.OV 4"DIAG MAX TRACK(INT.SHOWN) 4,08' -I-4.08- D.C. 2.04" p 5.64- NOTES: EXTERIOR 7" EXTERIOR EXT 4-DIAG. OR 3.5. 1 1.ALL DIMENSIONS SHOWN 7' 3.5- 6-MAX. ARE BASED ON MIN. 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL3-TRACK FRAME HEADISILL ALLOWED. 0-ASTRAGAL OR jERLOCK (a)ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER F3-TRACK FRAME JAMS LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,-C4-) ANCHORS ARE REQUIRED,-CS-) ANCHORS ARE REQUIRED,'CV). ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK-1--iF NEEDED INTERLOCK (FOR SPLICE ASTRAGAL OR CENTERLINE I CONDITION,USE CENTERLINE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: C6-CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) SPLICE LOCATION 1.76' VIF NEEDED 3.5' 3.5- 3.5' T, 3-5" .4 ---------- 2.W- --- -4-'DIAG,M2.04" 4'DIAG. 2.04" NFUAkZA! N d 2. v 5.37"DIAG. NO 4.09" Wkdv- Product m dut 4"DIAG. 04- EXTERIOR EXTERIOR EXTERIOR ♦ �,N,(LYNIV A 30 t:=--4- 3-5" 4-TRAcK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL 4-T HEAD/SILL 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CB-)' ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,'C5') WITH&WITHOUT SPLICE CONDITION 05- 15- - RA-w Cf SC IVOCHMESMSSHEEr TE "uAr lo'=16 10l07ECHN0W0YDRt& ANCHORAGE,EXAMPLE CLUSTERS N.VEAMM,FL 34M P41)48046W SERIES 770 ALUM.SGD-LM IMPACT ';,"�'ONAI- CfaN'N1 pm: ,.,L,Y,N,N,Maw JR %110114 CERT.OFAUTH.#29298 Fff- �..--o J&NTS J�10 -22 1 POT0130 A REX 58105 2.04" 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7' 1.ALL DIMENSIONS SHOWN ?4'DIAG. 4"DIAG, 8.94" ARE BASED ON MINIMUM 6.12" 6.12" 3.6" 3.5" ALLOWED. INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR INTERioR QUANTITY AND SPACING, 90 3. " 90° 3. " 1 EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOR ExTERIoa 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3. 4" 3.5"° 3 4 EXTERIOR 4„ 3.5"EXTERIOR "+1"ANCHOR 2.04• EXTERIO5'R 2.04" 7" 2.04" EXTERIOR 4" 2.04" 7" 8.94' 90°CORNER 90°CORNER 135°CORNER 135"CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL ` CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR B CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,"C8.) 4.08' "+2"ANCHOR INTERIOR INTERIOR EXTERIOR 4.68° "+1'ANCHOR 2.04" 4"DIAG. 4' 3.5• INTERIOR 7.41" ° INFERIOR 135, 3.5 I 90° T CENTERLINE EXTERIOR OFPANEL 3 I 3.5" 4.08" °+3"ANCHOR 4.08" AG. 5.37"DAG. 7" CENTERLIN€ 2,04' 3.5 4" 3 5" 4 OF PANEL 4"DIAG. EXTERIOR EXTERIOR �— 7" 4' INTERIOR ON "+2"ANCHOR 3.5' 90°CORNER 135°CORNER ��j 1 R VIEWS V 7" 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 1� CENTERLINE ("C6°ANCHOR CLUSTER REQUIRED (°C6"ANCHOR CLUSTER REQUIRED I OF PANEL AT ALL 3 TRACK CORNERS) AT ALL 3 TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" OLNTERIOR2.04" 2.04' 3.5' 4" EXTERIOR CENTERLINE INTERIOROF PANEL INTERIOR 90° 3.5" 2.04" "+3"ANCHOR �pproredummplllosy40IK 4.08° �kJn a a6.12" 4"DIAG. 6.12" NOAtl R Vml v mdBy 2.04" 3.5" 4" 4"DIAG. 3.5" EXTERIOR 7" EXTERIOR 4" CENTERLINE \\�' O��"(LYNN A1� , 2.04" I OF PANEL .,��•'�10EM1ISF'.e 90°CORNER 135°CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4 TRACK FRAME HEAD/SILL r ("C8"ANCHOR CLUSTER REQUIRED C'CgT ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT No.53/05 •y� AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) IO2�IS;1W �W Rewe SC 1aa2015 A OCHANGES THIS SNEEr 1070TECHN0100YORNE ANCHORAGE,EXAMPLE CLUSTERS % ,rtoRln �• �r•.! l s o•W (941PSO.16M SERIES 770 ALUM.SGD-LM IMPACT o•Y.�eart °� °'^'k �"tOM' ""` A LYrlN MILLER,P.E. U°4�° ow CERT.OFAU771.A7p18B ® solYno N7S 11 d 22 PGT0130 A RE.#58705 10110/14 JR INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1116"' 2-1/16"• NOTES: EXTERIOR 1/4„ 1/4" 114" 1.ALL DIMENSIONS MAX. MAX. MAX. SHOWN ARE BASED T o SHIM EXTERIOR —_` r SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: T SUBSTRATES MAY BE SEE TABLE A, JJ USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1 DIAGONAL O.C.IS 2-TRACK FRAME HEAD 3 TRACK FRAME HEAD 4-TRACK FRAME HEAD " Aw WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL) WOOD INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX,) SHEET 1� i SHEET 1� (1/4"MAX.) 1 (114"MAX.) EXTERIOR T EXTERIOR EXTERIOR EMBEDMENT:SEE 2-1116"• �2-1118"' TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ® AN AL � AL WOOD INSTALLATION WOOD INSTALLATION METTA NSTTALATION EMBEDMENT:SEE 1 TABLE A,SHEET 1 —1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A SHEET 1 �I SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE SEE TABLE A, SEE ANCHOR TABLE A.SHEET 1 y SHEET 1 2X WOOD EDGE DISTANCE: 2X WOOD Mg NOTE 4,SHEET 1 TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR +ppmved a eomplTiegwllt•Ih+ NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"' PI°'W' w s SMS ANCHOR TYP., otla 1 2-1N6"' SEE ANCHOR NOTES ROA. iml t ePmOer ehol WOOD ANCHOR TYP., 2-1/16" &TABLE A,SHEET 1 MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS nTff &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE 0 &TABLE A,SHEET 1 EXTERIOR METAL �......•••.��/ �� EXTERIOR I EXTERIOR fL SUBSTRATE \,\OEIJ$E•'•.FiQ 1/4"MAX.SHIM If 1/4"MAX.SHIM -►I Imo— 1/4"MAX.SHIM - Imo— _ 1,10.5870.5 _ 2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATIONHw WOOD INSTALLATION Iw METAL INSTALLATION R-deY Low w.awr• °�O� %�(�'.. STAT:01� ill: so iaumts a cwwoEs r+nssREET 1070TECNNON.VENIM LOOYDRNE ANCHORAGE DETAILS R ';tel;.,�CORIOP.•'L��; RM✓as (841)ae0l�s,z7s SERIES 770 ALUM.SGD-LM IMPACT u,,,,°ed: tas capat u,er a.d,.wdc ade ave m+cxa ror. A.L4W 1AYA RE. JR 10/10/14 CERT.OFAM 028280 ® SOD-770 NTS 12 a 22 PGT0130 A P.E115B705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SHOWN ARE BASED TABLE A.SHEET 1 CONCRETE CONCRETE PER TABLE PER TABLE PER TABLE ON MIN.ALLOWED. A,SHEET 1 2- 2-1/16°' 2-1/16"' A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS EXTERIOR MAX- MIN 4"(HEAD&SILL) ''"1 -{– • SHIM OR 8"(JAMB)SEE T DETAILS,SHEETS EMBEDMENT: 1/4" EXTERIOR 11MAX EXTERIOR 0&11. ri SEE TABLE A, MAX. a SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 Ac ME HEAD CONCRETCK FEINSTALLATION Bc COE HEAD NCRETCK E INSTALLATION COME HEAD NCRETENSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 'ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHSEE ANCHOR OR NOTE 5, NOTE 5, NOTE 5,SHEET SHEET 1� SHEET 1� 1(1/4"MAX.)]— IA"(1/4"MAX.) :. t� (1MAX.) EXTERIOR EXTERIOR •�•' EXTERIOR `s •e 1 CONCRETE 2-1/18" 2-1/16" �2-1116"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE iSHEENT"41A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ja 2-TRACK FRAME SILL 3-TRACK FRAME SILL ®4-TRACK FRAME SILL Dc CONCRETE INSTALLATIONEc CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~ : EDGE DISTANCE: EMBEDMENT:SEE 1 SEE TABLE A, TABLE A,SHEET 1 _� 1 SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE _ SEE TABLE A 1X WOOD BUCK TYP., TABLE A.SHEET 1 —� SHEET 1 SEE ANCHOR NOTE 3, EDGE DISTANCE: SHEET i PROPERLY SECURED PROPERLY SECURED ".i �'� SEETABLEA, ♦ppwvedmcompIyIQ9wll►OM SX WOOD BUCK TYP., 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 3, CONC./CMU ANCHOR 2 1/18 Ro'41a id g SHEET 1 SHEET 1 TYP.,SEE ANCHOR nom- Z CONCJCMU ANCHOR 2-1116"' 2-1/16"' NOTES&TABLE A, laml ade Ppwkw fodoet TYP.,SEE ANCHOR CONCJCMU ANCHOR SHEET 1 CONCRETE n, NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU SHEET 1 CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE LYNN EXTERIOR OR CMU EXTERIOR SHEET 1 CONCRETE nn A,SHEET 1 \�`,r0�N(••••• //CC•'/ii V PER TABLE 114"MAX.SHIM OR CMU V - ,a�,: ��cENSF'•.`P 4� A,SHEET 1 PER TABLE v 1/4"MAX.SHIM -►I t�- A,SHEET 1 1/4"MAX.SHIM N0.56705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB �^ CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION Gt '(Y_ re,wex nw asaenc aminx �J .'. l A SC T018Q016 A O CHANGES THIS SHEET p STATE OF er k'v°aT'Eiir,°Ls�cDR ANCHORAGE DETAILS :��,��;•,.FWIi�oF.•C`Cj�`: EEOmEll, /�„ ,� SERIES 770 ALUM.SGD-LM IMPACTa� an.cmN+ aar, .L%N waA P.E. CERT OFAUIH.dZP2p8 sao-770 NTS 13 d 22 PGTO130 , P.E P 6e7os JR INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR INFILTRATION CONCJCMU ILLUSTRATIVE O o WOOD ANCHOR TYP., ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,HEEANCHOR TE1 ALL APPROVED TABLE A,SHEET 1 FOR 26 ANCHOR NOTES& SEE TABLE A, (ALSO SEE NP. °:, TABLE A SHEET 1 SUBSTRATES. 28 1..::`:.r.• SHEET 1 ILLUSTRATION,SHEET 9) ,. � �::,-• - :: 1-114"MIN.EDGE DISTANCE DISTANCE:SEE ;;:':;`•. `::'`.,'•;'•; EXTERIOR 3.SEE TABES 13, TABLE A,SHEET 1 EMBEDMENT: " ' SHEETS 6-8 FOR SEE TABLE A ' '' P-HOOK MOUNTING REQUIRED P-HOOK �'� ADAPTER CONC.lCMU AND P-HOOK EXTERIOR SHEET 1 - •',1. '�'=,�;�,_, MOUNTING ADAPTER PHOOK WOOD ANCHOR NP., pzx� J L ' "``', ANCHOR NP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES vV P-HOOK ':,••`• =...::.' ANCHOR NOTES&TABLE ALSO SEE EXAMPLE RETE OR &TAB CONCRETE EMBEDMENT:SEE A,SHEETI CMU PER TABLE ON SHEET 9. (ALSO SEE NP. 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE NP- ILLUSTRATION,SHEET 9) A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE ® P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18.#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL NP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT.SEE CMU PER TABLE NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP-,SEE SHEET 1 MIN.OF 3 THREADS TABLE A, ANCHOR TYP.,SEE A,SHEET 1 �..a.;;;• :�.:..!.. ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES r: '. A,SHEET 1 SUBSTRATE P8 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE NP. , ILLUSTRATION,SHEET 9) SEE TABLE A ILLUSTRATION, ti':•° 28 EMBEDMENT: SHEET 9) SHEET I SEE TABLE A, DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 a 1-1/4"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE2� Ckprov complyinge11Y f�► &TABLE A,SHEET 1 ANCHOR NOTES&TABLE oak g / (ALSO SEE TYP, 2.693"MIN. A,SHEET 1 2.693"MIN. pO ml pada Pmddct n ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) gy ®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS `%\ r Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, a0k1(IN fJN,I/�!•�,�� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q^��,.' JCENSF '•,�`p �� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A ' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = : No.53705 R.W Dow Re.rac C) to T.�� T O��lV` so fa mfs A GRWGESMSSHEET 1070TEGHNOLoOYORNE ANCHORAGE DETAILS % r os� wNae� N.VENXFQ FL 34775 tsc i rC`�'•!�ZORIDi".•. SERIES 770 ALUM.SGD-LM IMPACT 'f,�S/(7 �L•C`',. fw.Ml Dow1wfy+eafeao �,, e.�,.w+,t e� — a s A.�VNHMILLER.'f1.E. FQ Jfi ,Wfo/f4 a.� GERT,OFAUTH.t7B7BB ® sco-770 NTS 14 d 22 PGT0130 A P.E.t35B705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ad, EXTERIOR SHEETS 12&13 80° PANEL [7PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'NZ, TYPE as. 'AS' TYPE SHEET 19&CORNER ,A. .1c ANCHORAGE SHEET 11 NOM. UNIT MAX. L DLO HEIGHT PER INTERLOCKM'SHEET 19 HEIGHTPANELYP HEIGHT TABLES EXTERIOR INTERIOR [SILPER1 3 1-3 JAMB DETAIL'G3',SHEET L ---------- 18;INSTALLATION DETAILS X GW&'Gd,SHEETS 12&13 90° SILL DETAIL'D',SHEET 18;�r INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS—)(Y/XX 'Dv/&'De,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8X 1" #10 X 1-112" PH SMS PH SMS 'IPProred m tomM.Hoge,lli tip FlotWn 1 log PANEL CORNER FRAME CORNER oml ^� NOAA` gJs� - ede Prod 0ipt DETAIL DETAIL IlY I NOTES: `\��`j1 LYNN/Nj/z �i�': 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. O "\-** -.\��,. \GENS(± •. .p PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - = wader. ore Rnbme �Et'1(/ ,mam,6 ^ OCHANGESTHISSHEET 107a7ECHNOLOOYOANE ANCHORAGE DETAILS/EXAMPLEELEVATIO ';no .. A k VENO FL 34'n TO. ��S r o� rJ4f}001� SERIES 770 ALUM.SGD-LM IMPACT 'i,,'910NAV. ® o.wu,mc — s r D mvc ^" A L4iI M L'0A,P.E. R 10110114 5 v.W CEX7.t7FAU7H•12Jtsd soD no NTS 15 d 22 PGTO130 A P.E.068705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ( ��M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; 'l;�INSTALLATION DETAILS &'Ge,SHEETS 12 813 HEADER DETAIL'A'.SHEET 18; MAX. IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAII'A',SHEET DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'8 18;INSTALLATION DETAILS 777 INSTALLATION DETAILS'Aw 8'Ac', WIDTH_ 18;INSTALLATION DETAILS DETAILS'GW&'Ge, L2,SHEET 19 'AW&'Ac',SHEETS 12&13 SHEETS 12&13 TYP "�'Gv/&'Gc',SHEETS 12&13 SHEETS 12&13 90" ( EXTE IOR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL .IT L' D' 'A' TYPE TYPE TYPE TYPE M',SHEET 19 MAX. A, 'CS' 'OS' K' MAX' 90°OUTSIDE CORNER / NOM. / / UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. / HEIGHT CORNER ANCHORAGE / WIDTH TYP. PER 'D',SHEET / PANEL SEE PER SHEET 11 MAK PER SEE TABLES 1 g; MAX./ WIDTH TYP. NOTE 2, PER DLO NOTE 2, 1� DLO PER 1-3 INTERIOR HEIGHT TABLES 1.3 SHEET 15 IN HEIGHT TABLES 1� SHEET 15 L DETAILS EXTERIOR a a 'Dw'&'Dc', a NOM.PANEL O X X X SHEETS 12 X �J � x WIDTH TYP. ( &13 X X IPER TABLES SEE FRAME 8 MAX UNIT WIDTH SILL LU. ;—� - �I MAX.UNIT WIDTH 1-3 PANEL CORNER SHEET 18MAK UNIT WIDTH MPLE:OXXX CONSTRUCTION EXAINSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dv/&'De,SHEETS 12&13 EXAMPLE'90a OUTSIDE CORNER-XXlXX(2-TRACK) JAMB DETAIL'll',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19] INTERLOCK DETAIL V,SHEET 19 'Id,SHEETS 12&13� HEADER DETAIL / JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K,SHEET B',SHEET 18; `. 1 ,i 18;INSTALLATION DETAILS 19;INSTALLATION VIC,DETASHEET INSTALLATION JAMB DETAIL'12%SHEET 18;INSTALLATION HEADER DETAIL'C,SHEET 18;&'TA SHEETS 12&L AL'Kw'&'Kc',SHEET W, DETAILS'BV&'Be. DETAILS'W Vie.SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12 813 'CW&'Cd,SHEETS 12&13 r — MAX.UNIT WIDTH MAX.UNIT WIDTH PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL I TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE � ,M, 'F' 'F P. 'R' V 'F' I MAX. NOM. UNIT MAX.UNIT PANEL a j / / I PANEL / HEIGHTmnPbLgpflilK HEIGHTRo PER h WIDTH TYP. ¢ I WIDTH TYR / PER p�K TABLES MAX./ / PER / I MAX. PER TABLES NOA! 5 SEE TABLES 1-3 $ I SEE DLO TABLES 1-3 1.3 nl tdePmduaControl 1-3 DLO NOTE 2, a a I OTE 2, HEIGHT SHEET 15 H i SHEET 15 HEIGHT sv, a a Ll o x x x x x x o N��c>N EXAMPLE:0)=p SILL DETAIL V,SHEET 18;� EXAMPLE:Y)0(0 SILL DETAIL'F',SHEET 18; J I lo.G6705 (4-TRACK,BY-PASS) INSTALLATION DETAILS _ (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS Fµt&'Fc',SHEETS 12 813 Ew'&'Ee,SHEETS 12&13 aer. ms tinier: °"'tam s SC 10/&2016 A O CHANGES THISSFIEET ti fo7aTEcrrHOLoovnlave EXAMPLE ELEVAT/0NS � <,'t�•. r•�oR�pP.•' �• M VENICE,FL 91276 '��SS/••.......•C �If}aea rsao SERIES 770 ALUM.SGD-LM IMPACT arwney:ar: mw e.t wx are a..e a.warn wr A.LYNE#56705;P.E. JR 111101#14 —. CERT.—qun 1 628288 ® soo-T70 NTS 16 1 22 PGT0130 A P.E#58705 PANEL'S RIGHT STILE TYPE PANEL aINGtE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNEREXT COR]INT CORNER INTERLOCK INTERLOCK STILE W/HANDL£ BOX OUT BOX IN BOX OUT BOX IN 00 LOCKSTILE 90 LOCKSTILE 00 RECEIVER 90 RECEIVER 80 RECEP/ER 35 RECE35 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE W/HANDLE WlHANWl HANDLE #118 13416 �1 #31 SINGLE L TR TQ TC TA "`• " TV TW INTERLOCK F PP K 1 taaron+7 INTIK B E P A PtaCxoOr teCuxIC SQ SC SA SV SUV a, �� RR R SSiwxom 0=00 FD FC FV FW LOCKSTILE 4/ M J V W 7AST�RMA:GAL \ a T LRWl PANEL NOTES: ASLE /soxar0 AIL 1.SEE DP TABLES 1-3,SHEETS 6.8 FOR PANEL JBOAS XX IN J y LEFT 41NTERIOR RIGHT SIZES&DESIGN PRESSURE. WI HANDLE lwxmo 2.PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL �L PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS LJ ASTRAGAL T U STILE �E,CTERIOR BOX OUT STILE AND ARE NOT AVAILABLE. (n 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES (aoxom, Ptaxoup Li- ASTRAGAL ❑ (/ PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER aOX IN mss' T lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER W reoxmr, mw" ASTRAGALS. INT CORNER /� / 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES J WI HANDLE#12 j•T C/ (#61)AND CORNER ADDON(#31). Z 90 LOCKSTILE QT QS SILL RISERS OPTIONS �� •232, 2" 90 HANDL # Q W/HANDLE#y19 232' EXTERIOR d EXT CORNER#61 232' EXTERIOR EXTERIOR .062" 90 RECEIVER #i 8 C• CS EXTERf 'r" a .062" 82' W/ 4.055' �jtT'' ( 2.555' 3.30V INTCORNER#61 AT AS DF 1.SSr .I"= 0 RECENER Jj. WIHANDLE 8 so RECEIVER �'F FLUSHSILL I 1 �SEIT• �LOWBILL R2 112"FST SILL MEDIUM,I3-1J4"T SILL�HtGH,q ER,FLAT IF 90 RECEIVER•+-moi,}•` 16' 20 •,-- 22 24 #331 �^1 �`''� 135RECE VER VT �vr �F 1 h� ,750' .750' APF "cd ao.00mP(Yllwltk fEr W/HANDLE V I EXTERIOR �D INT CORNER 116 EXT(ERRIIOOR+�{ EXTERIORP:7* 750" EXTERIOR .Dar .062" NDANew 35 RECEIVER T WV Y Y F V'� i .906' <3 .062 4.055• 61 Prod qqi W/HANDLE p6 �1"' 3.305" .062' " BY, . 1.56r 19'SILL RISER.BO • 21 SILL RISER.BOX O SILL RISER,BOX 25 SILL RISER,BOX FLUSH,1-1/2' LOW,2-112" MEDIUM,3-114" HIGH,4" il;. too.58705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHE 6 8 :•0', C nm: rvYroasc '-°I/ lUti SC fa%WI5' A O CHANGES THIS SHEET Awvji1dr ��,1'• STN E OF 1(, nii l70 �"FLL' rvE PANEL TYPES ��''•..Ftaetos*.. .�`,: S_770 ALUM. -LM IMPACT a.."er:ns► artw qMz 1CF]4T.OFAUfH.#1H28G 770 .. N M arMata. we A't*NN-MfllW,P.E. ✓R iwiml4 ® TS 17 d 22 PGT0130 A P.E.a 567os ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 64OR81 105 14 _ 106 FULL LENGTH 14 L001C Pq�T OF JAMB 75 8107-11 17 60 OR 81 5 BD OR 61 G1 60 OR 61 2-TRACK JAMB 16 b 2 TRACK JAMB (SHOWN 5 SEE DETAIL 31 CLIP#105 WITH 6"LONG FOR FIXED 4- 105 Q Wl RETAINER#106 OPERABLE 80 PANEL CLIP 76 107-11 MIDSPAN (SHOWN WITH PANEL) & 5 FIXED PANEL TO JnnLEXTERIOR 103qR SEE DETAIL G2 THE INTERIOR) V 113 768107-110 103 FOR FIXED �+yEXTERIOR PANEL CLIP 5 163 800R 8! ry 1d v 15 5 112 16 1T 10 X 123 FULL LENGTH G 40 G4 ExrERIOR #SMS X43 2-TRACK JAMB OF JAMB 2-TRACK JAMB EXTERIOR EXTERIOR660R 61 n ExTERI R `J CLIP#80 OR#105 51 52 Wl SCREEN " `J 6'LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ So (SHOWN WITH (SHOWN WITH (SHOWN WITH (SHOWN WITH �SHOWN WITH MIDSPAN Bp FOCED PANEL TO Ht OPERABLE PANEL) H2 FIXED PANEL TO t1 FIXED PANEL TO t2 OPERABLE PANEL) 1 ExTERIOR OR et THE EXTERIOR) THE EXTERIOR) THE INTERIOR) EXTERIOR 112 3 45 6 113 5 113 5 52 51 69 89 EXTERIOR EXTERIOR 69 EXTERIOR 53 WN WITH CK 6a4-�RACK OPtT..SCREEN �—AJ RAMHEAD CREEN �FR�AMAE HEAD FRAME HEAD HEIGHT PER TRACK TABLES 1.3 53 69 69 69 52 51 EXTERIOR EXTERIOR J 46 1j 72 OR 73 72 OR 73 72 OR 73 4PPM�Isom Obtoewft&t6 113 11 9 10 46 d7 p 11 Rea 8 5114miPudeProductCoutml EXTERIOR 112 5 1i3 113 6y a 2-TRACK W/SCREEN 3-TRACK 4-TRACK ��: }C- St '-.• 0 FRAME SILL ® FRAME SILL F FRAME SILL Yi: Sks.5x765 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES = 1.3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. _ I J� I :• 6G 1(11i^<015 A OCNAN(;Y=3THIS SflEEf 81°�b` Si'Al-OF Ll� a.. 1070 MCHNOLOOYDRAIE VERTICAL SEC TION DETAILS _ `�� '•. Fm mixg,FL 3t2,5 {ORIOA,.'' \� SERIES 770 ALUM.SGD-LM IMPACT �' ';/LINEA.IG`1C?` ao nej: owe awlm p.r: a.�a*tnt — — n+.uww me A.LYNNUILl.�i,P.E. JR 10!10!14 CERT.OFAUM#79286 SUP•7]0 IdT$ 1B a 22 PGT0130 A P.EJe 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 (�INTERIOR 81 113 118 *III 28 7 30 11 113 63 103 62 111 03 60 OR 61 80 OR 61 29 t4 65 120 85 5 A U EXTERIOR 111 90° 82 EXTERIOR INTERIOR EXTERIOR EXTERIOR BOX (EXT OR INTMOUNTtFLAT � �.Ki EXT MOUNTONLYSILLS 90° INTERIOR +ty &107-1 60 OR 61 OCKPART ��07-1t0 81 7 . 015 INTERLOCK 14%LEXCTEPIOR 89 61 91 Ml,l 113 I'"I EXTERIOR 1}3 11 �J 113 103 tt9 EXTERIOR 7 68 STANDA L1 WITH STANDARD STILES#60 S WITH HEAVY-DUTY STILEGAL S#61 Nt =TRACK SHOWN 8 901 OUTSIDE CORNER N2 2 TRACK SHOWNINSIDE ER S ITEM#61SH(HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LCOK PA 4 INTERIOR PINISIDE 75&107-1 5 4 INTERIOR7FktJa BMd 14owls a103 NOAR61Dae e32 IOR 81, uY--76&107-110 31 103 81 EXTERIOR14R ``�'N' �}n��-I.YPIN��ze �� 02 2-TRACK SHOWN 'N• ��OLNs�'•.� 135°OUTSIDE CORNER 4':' o} 2-TRACK SHOWN t r No.x8705 aerr/ey mrer > �-U•'. to �-OI� :''r^ SC 1WW2Yff6 A OCHANGESTHISSHEET fi7AIEtl- : - r0T0rscrlxaoornRrve HORIZONTAL SECTION DETAILS,CORNERS ' U •. sewer• ner• M.V&&F,,FL3W5 ne %"��'•.:°C0321fl •'^1t �~ 1ar+iasa r600 SERIES 770 ALUM.SGD-LM IMPACT anmej:o.� caaea cer• ® aeexea+r �t mn.c ae+rotx'—' roe A.'�YHN MIIGEI�.P.E. JR f0/rUH4 GERT:OFAUIH.M29288 W.71 NTS 19 er 22 PGTO130 A P.E.#58705 Item PGT PGT# Description Item PGT PGT# Deecdption NOTES: own.# P Own.# 1)ALL ALUMINUM=6063-T6 1 17308 617308 2-TRACK HEAD • OUANEYJTRUSEAL DURASEAI SPACER(COMPOSITE 2 17303 817303 2--TRACK HEAD WITH SCREEN RAL 56 SEALANT�DESSICANT)or CARDINAL&EDGE SPACER 2)ITEMS#33-39,57-59,66,78.84-99. 3 17309 617309 3-TRACK HEAD 60 17325 817325 PANEL SRLE NOT PART OF THIS APPROVAL. 122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17326 617326 PANEL STILE(HEAVY DUTY) No 6 17314 817314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES s 173n -0 817317 FRAME HEADRIAMB ADD-ON 83 1225 BTP248 VINYL BULB WSiP.-THIN(INSIDE 9TERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 84 1729 71729 S&L END WEATHERSTRIP PAD 6 17301 017301 2-7RACK SILL WRH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 61 17329 817329 ASTRAGAL 10 17310 617310 4-TRACK SILL 68 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP 8 BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION((NJECTION MOLDED) 13 17316 617316 FRAME SILL SIXTEEN ENDADD-ON(SEE NOTE 3) 71.. 1695 71695 1412"X7"X3/4'HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMD 72 8153 7915SX TANDEM Sr.811.ROLLER ASSY. 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 6153 78153H TANDEM NYLON ROLLER ASSY. 16 17308 617308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 17 17311 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORRCE 341LY DUAL LOCK W/LONG TRIM PLATE 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71032XIFPFX 41032 X1"FL SS SCREW W/TYPE'F'TIP 19 17319 817319 SILLRISER-BOX FLUSH,1-1@' 77 7103239 1032 STEEL ZINC U-NUT 20 1 17321 817321 SILL RISER-FLAT,LOW,2-172' 79 17357 617357 PIG BEAD 21 1 17318 1 617318 SILL RISER-BOX LOW,2-IW 80 17359 617359 7118"BEAD/FOEO PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 81 17380 617360 9116"BEAD 23 17354 817354 SILL RISER-BOX MEDIUM,3.1/4' 82 1224 OTP247K VNYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4- 03 61745 1745 LOWE NC,112'Xt/16'SOL SIDE ADH.TAPE,POLYETH. 25 17320 017320 SILL RISER-BOX HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKETP4fOOK 101 72087 JAMB BUMPER 27 7070 07070 INEOPRENE BULB WSTP FOR P4i00K 102 1696 71698 DUST PLUG 28 17334 617334 POCKET Pf1OOKMOUNT 103 BIBB 7818OX 1-KEEPER 29 1 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 1 17348 617348 POCKET P-HOOK FOR BOXRISER 105 17344 817344 F6ED PANEL CLIP-6'LONG 3117378 617378 135CORNER 108 17352 617352 FDED PANEL RETAINER-9/16' 32 17378 817376 135 FRED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTLE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 70178 HANDLE KB-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX 010 X314'PH.PN.TEK-S.S. 43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67516 WSTP,.270 X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .107'X.230'FNSEAL 45 4317 612258 SCREEN TDP RAL 114 710X115PPX 010 X 1-1/2' 46 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT 010 X 1' 47 668 7SRAZ STANDARD ROLLER 118 720XiX 0142 [+larlda Bo 0X1"S.S. MPkivedading C) ,2C)p 40 6e8 7SRAX STANDARD ROLLER-ST.STL 117 72OXI IZX 914 141r _ _ lding OaM 49 4344 64344 SCREEN ASTRAGAL 118 17336 617336 90 DEGREE CORNER RECEIVER NOAH 1018. 15LN 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL W ad D e Frodua C 51 1692 01692 SCREEN SPLINE-.165' 120 17338 8117330 90 DEGREE INSIDE CORNER ASTRAGAL By 52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 FD(ED PANEL RETAINER,7/8' 7 _ 53 61616010 SCREEN CLOTHCNY...'... 5 54 1725 1/2'X4-X1/16'SET.BLOCK,NEOPRENE 85+/ ` ��r ' \CE'i4S�'•.F�Q 55 1726 1'X4'X110'SET.BLOCK,NEOPRENE 85+15 \�• 'rC�" JC' Mn.58705 NOTES: _ 1)ALL ALUMINUM=6063-T6 — 2)ITEMS#33.39,57-69,66,78,84-99,121 A 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. /. 5111'E � Sc 10/82015 A DEDJREDGESPACER70PARTW'9 l0707ECHNE PARTS LIST �•'•r70R10�• NOLOOYDA061/ •'CN N.VEMCE,FL 31?lb n,r ,�� t`S/ SERIES 770 ALUM.SGD-LM IMPACT JJ �_1011180�4 ty41}4B41BOD s.w�c stir v"v� — A.LYNN MILLER P.E. oana,r. SOD770NTS 20 d 22 PGTO130 JR CERT.OFAU7H.AZB299 8.562" — 0.080* 1.36" 1.872" 1.211. tLA 1.506, - 0.081, 0.06T 1.019* 0.081" 02-TRACK HEAD 04-TRACKSILL 0.081* SCREEN (6063-T6 AL) (6963-T6AL) STILE 6.198" 6.526" 6.1 5,069" (6063-T6 AL) 0.080* �SCREEN S L�7 16.1 E 1045" 0.062" 0.081, 2-TRACK HEAD Wl SCREEN TRACK 3-TRACK SILL (6063-T6 AL) @=SCREE (6063-TS AL) 82-TRACKJAMS Op RAIjL 7.105" 2TRACK JAMB W! (6063-T6 AL) (6063-T6 AL) 6.221* 0.080, (6063-T6 AL) 1.36, 1.2:11 1.505" 0.676, —I — - 0-08" 3-TRACK HEAD 2-TRACK SILL Wl SCREEN TRACK 0.062" (606376 AL) (6063-T6 AL) 0.081" @SOREEN BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" 0.080* u rl 1� 1.211" 1.506, 7.105" m 0.081" 04-TRACKHEADSILL 9.141" (6063-T6 AL) (D(6063-2-TRACK T6AL) 1.514' L—t�0-0110Rorkle oWdb 9 Code 0-06 "D 1. 120 76M 401AN - m 260' laml Dfide Pludd coo 0.060" .990. -5F .ME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN \,:./ADD-ON 0 DD N S END ADD-ON Ina 3-TRACK JAMB (6063-T6 AL) (6063T6AL) (6063-T6 AL) '—'?6-063-T6AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS N..5005 OR 3H6"MASONRY OR3/16'MASONRY t7 4-TRACK JAMB :: SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24-MAX.D.C. ANCHORS @ 24-MAX.O.C. (6063-T6 AL) " SG la%015 A NO GRANGES THIS lAlE EXTRUSIONS 9F_�v SERIES 770 ALUM.SGD-LM IMPACT ur vew. A A.L4 1LP.E. JR CERT.OFAUTH,#29M 1.7. 1&�NT9171 -22 10*1110,PGTO130 REA 5870 0.718" 0.63" 2.304° 3.802" �.8 3.802' 0.752" - 0.752° LI 0.885' 0.574" 0.796° 1.163" 0.062° 0.080" 0.062" 1 0.264° 0.075" 0.233° 0 062' FRAMmjq===j �E SILL P-HOOK MOUNTING P-HOOK SCREW 5 11 2e P-HOOK 26 29 30 P-HOOK FOR BOX RISER W COVER @TRACK 0(6063 T6 AL) @ADAPTOR @COVER 0.080" (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155' 4" F- - 2.30' 1.488" 1.739" -� tj� 0.080" 0.062" 1.303" 0.630" 1.600 0.133° 1.600 0.082° •080" 1.870" 1.888" 016" 3.125" 0.325' 1.974° 3.125' _ 0;082" 2.44" INTERLOCK INTERLOCK 31 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE 87 HEAVY DUTY STILE 82 65 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6083-T6 AL) (8083-T6 AL) 3.979" � 3.979' 4.125" 0.062" 1-304' 1.050" 1.050" 1.050" 0.075" 0.075" 1.645" � Dl-645. 2 � .611" .485" Imo- 3.25° -�I 045" .045" �- 0.125'" 0.281" @67 STANDARD ASTRAGAL B6 HEAVY DUTY ASTRAGAL 69 TOPBOTTOM RAIL 79 GLAZING 60 7116"GLAZING st 9/16"GLAZING @ @ @ BEAD I.G. @ BEAD,FIXED @BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) �- 1.003" 1.03" �-- 4" 5.621' 0.757" r 0.060 0.0 t 05 MED jL 0.133' 4�„� �mpwq"ilk t& 0.709" 1498" 0.133" 1.498" Z". @PANEL CLIP 2.893" Fl r _ 201 (6063-T6 AL) ' 0.080" tNlanl Bwlt P,adoct coahol .550° --X10.863 4' By 0.709" 723 FIXED PANEL 5.621" LYNN 7i O RETAINER,718" 120 90°INSIDE CORNER ASTRAGAL Op1� •. 0.080° -4I - � (6063-T6 AL) 2'826" J 719 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) _�,• .......... � •.`f 1 (6063-T6 AL) '- FIXED PANELtte 9D°CORNER RECEIVER N0.5 106 (!705 RETAINER,9116" (6063-TB AL) - - i (6063-T6 AL) ranee' wx mew ewe '-�' •'• ST,Q-.0 Sc 10is2o1S A NO CHANGES MIS SHEET r07o7ECHNotAOroRNE EXTRUSIONSxtoR,oJ�.•''G� N.VENICE FL 34275 n: 'i`��s/ ••• 15;ww low �.,,,b- SERIES 770 ALUM.SGD-LM IMPACT '��, @NAA. tea+Naoasoo 1 srwxbe aurc awe o..1nr,a rte.: A.L1!!IN 611LL��t,P.E. HioBr` °Na msdid cEar.oFaurN.aza2es scano NTS 22 d 22 PGTO130 A KEA58705 JR 10/10114 ,$ S T H E R M A TRU DOORS THERMAITRU JUL ')_ Pyr°�1CO IV'c =^" d Lucie �� m�Z Z 1 1 H INDUSTRIAL DR.. EDGERTON, OH 4351 7 S=• L �OLe6lty; TEL. (419)298-174❑ om o d 74.62 MAX.FRAME WIDTH P 36.75"MAX. uZOu nno i m•;aoQ o$$ov N"SMOOTH STAR", "FIBER CLASSIC", W1 ASTRAGAL 7 "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" E GLAZED FIBERGLASS DOUBLE DOOR INSWING/OUTSWING Z $ �o "IMPACT"' Q WZ 0 z oW GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)0 structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). o a � < a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 9 r O ILa material shall be beyond wall dressing or stucco. 8 a m P .6 3. When used in areas requiring wind bome debris protection this product complies with Section o d 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.4 of the FBC. U 0 4. For Zx stud framing construction,anchoring of these units shall be the same as that shown for 2x z buck masonry construction. c g G5. Site conditions that deviate from the details of this drawing require further engineering analysis by a a � licensed engineer or registered architect. F o TABLE OF CONTENTS ° z 5 SHEET$ DESCRIPTION "SMOOTH STAR","FIBER CLASSIC" m o "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC" w i I Typical elevations,design pressures&general notes r— a 2 Smooth Star door panel&gl®ng details o e3 Fiber Classic door panel&glazing details 0 0 4 Classic Craft/Classic Craft Rustic door panel&glaring details OVERALL AVERAIE E)ESIGN P$ESSUR (PST); Z ° a 5 Horizontal cross sections SWING a FR ME DLO an 5 22 08 = 6 Vertical cross sections _ D/MENS_►0N DIMENSfON_ POSR_NR NEGATNEi ZFL— . ° >� 7 Buck&frame anchoring-2X buck masonry construction L m' 8 Frame anchoring-1X buck masonry construction INSWING 74.62"x 98.00" 21.00"x 78.75' +$Q,Q -$Q,Q S 3 9 Components d E 10 Bili of Materials OUTSWING 74.62"x 96.75' 21.00"x 78.75' +50,0 -$Q,Q .4 0 a o g 100 a NA-Pmjects\Project FoldersXPraj 100f-tl00\pfI007\2D10 R3C\FL-7630.1-.5,dwq,2.4 2 78.75°MAX.D.L.O. P 0 0 cl 0 1OW 01 on - m z 5 050 M IA 0, G7 W 0 15 n > M m G) > z z z m z -M I.LL ey Ab 0 PRODUCT. DocumentsPnpcmd B)r THERMA—TRU UILDINO CONSULTANTS,INC. GLAZED FIBERGLASS .0.Box 230 VaIrloo FL.M595 DOOR Rsr�p F,.,,.,.Board of Prof.s.1-01 E.St-- Of AuthofIzation No 9813 12 UPDATE TO 2010 F9C JK S :1 & GLAZING DETAILS 10 4 Eo--.�DTE y SMOOTH STAR DOOR PANEL Ly b, F.Schmidt, P.E. N;�= 0 2009 R.W.BUILDINCI CON—TANTU INC. R:%A-Projects\Pmjed Folders\Proj IDOI-1100\PF1007\2010 FBL\FL-7630J-.5.dwg,3.4 78.7S'MAX.D.L.O. p O '90, T ;z:7- 0 0 Gi IT ow 4n 1.54" M M C)50 0 G) 0 I°A M zz ;u rn `0 1.54" > G) M G)Z l z z- G) z z 5:CR > 0 < > M M 2MO -m ...... . S 0 < M fn 41. M -k N Z CAP F-A (n PRODUCT: THERMA-TRU RVIJILDING CIIIISULTANM, INC, = GLAZED FIBERGLASS DOOR '.0.Box 230 VaIrIco FL 95 IL4 ph—No.:1113.659.9197 Florida Board of Prafeaxil—I Engin am PART OR ASSEMBLY: UPDATE TO 2010 FBC JK C.Alfic.t.Of Ath.dcitlan No.9813 BY & GLAZING DETAILS FIBER CLASSIC DOOR PANEL pt-_ 4C-24 REVISIONS Lyndon F.Schmidt,P.E.No.43409 0 2009 R.W.BUILDING CDNBULTANTB INC. R:\A-Projects\Project Folders\Prof 1001-110ftf1007\2010 WB FL-7630.1-.5.dwg,4.4 N_ 78.7S'MAX.D.L.O. o r- g 4 O $❑al1.43" REM x m0 0 -� x -B O� z A z H I—1.43" I P mOx _ y' x ? y o 0 O O N A I A r G1 w O o � v 0.94" 63 C)�q L.0 z- Tip Y m0 Z. yp yyy11 {/y1 N NZ O� ND SON' 77*7 O Z co Zn ?� Z D m m m m � I Y` tq �At In 22 A N a P � O o I0 o. N $ PRODUCT: 000umena Proparod 6Y r� THERMA-TRU J`mKl.,��BUILDINC CONSULTMIfS,INC. cn GLAZED FIBERGLASS DOOR W P.O.Boz 239 VBlrieo FL.33595 pT z Phone No.:613.959.9197 W y O PART OR ASSEMB4Y: FloritlB Board o1 Profezzlonal Engin��n VJ p 1 6 f f 12 UPDATE TO 2010 FOC JK CBrtifiwa Of thorizatton No. 9913 Ip m NO DATE BY CLASSIC CRAFT/CL CRAFT RUSTIC �a-�G_TAI6 ate. REVISIONS DOOR PANEL & GLAZING DELS Lyndon F.SehmMt,P.E. No. 43409 ®2009 R.W.BUILBINC CCNBULTANTB INC. 1 E NOTE 1. (12)OF ITEM#4 ASTRAGAL RETAINING 60 50 C o o�+ �3 SCREW LOCATED @ 314'.2.3-114', 9 e z n P2 0 7 4-1/Z',18.7/8",37-1/4",57-7/6', 40 10 H d.5 �o 763/6',90-3/4",9Z',93!'&94-1/2' / / INTERIOR 10 o e g a = t9 FROM TOP OF ASTRAGAL. f to o c z 21 3 ggo228v4 p $ 1 X X 4 $ p C p 5 $ EXTERIOR 7 17 8Of � o 0 / 20 o y cn z 0 A 1W m Nyn D:m 1-1/ MIN 1-1/4"MIN. 3 4 5 EMB.(iYP.) 1-1/4"MIN. W QEMB.(TYP.) 6 6 6 4 HORIZONTAL CROSS SMUON EMB. ') I E $ Shownw/iXsub-buck E IL L C 9 50 60 60 50 60 50 9 C L 1040 40 10 ui 27 10 INTERIOR 40 K 4 SEE NOTE 1 INTERIOR . 10 o O n °< v) d N yfj 4 � O F o ° WW • !-1 F 7 7 EXTERIOR 7 EXTERIOR g m S g 96 9 a o d' L L ° DAM 5122108 i SI p :°6•.. sru� N.T.S. y B (»—MINK C51NO.1SK—.� e ITYP.) I1YP) 6 mHv- ev: AL m' 3 a+K er. LFS 3 r�HORIZONTAL CROSS SECTION r2'�HORIZONTAL CROSS SECTION 3 \HORIZONTAL CROSS SECTION °RA1 M ND" �^ a $ Inswing shown-Ousfwing also approved $ Inswing shown-Ouslwing also approved 5 Inswing shown-Ously fng also approved FL-7630.4 N 3 soft 5 ov 10 d R:\A-Projects\Pmject F9lders\Pmj 1001-110D\pf1007\2010 F5gFL-7630.1-.5.dwg,6.4 M 1-1/4"MIN. O I EMB.RYP.) O ° g o ER 0 p d o gn ;.Q• . Pv �n C '•I.1�y' y� {{rj{ o Z O 13 M z CL T Pv. (ti.i 4+ A 4 °r =''• ; 1J 0.15' p N;Fp C.SINK Z "r PP.) > ° P p. 1 1-1/4"MIN. 1-1/4"MIN. fn EMB.PYP.) EMB.(TYP.) O P A > O C v o 3 n mOI. Z m O 0 O Z ° v. 1-1/4°MIN. EMB.(TYaaP.) P ag a101 ` 1T1 O .,, O ,, o p v p A O a p7O a 2 T ° o� N 4' .�. � r� �` y N ~ O `>F m Z CD V as. p .p -0 v m n 1-1/4"MIN. EMB.(T1 P.) PRODUCT: Documents Prepared By: THERMA-TRU ��pp UILDIND CDNSULTANM INC. V'� cn GLAZED FIBERGLASS DOOR JL�•0. Box 230 valrlco FL. 33595 z N Phone No.: 813.859.9197 PART OR ASSEMBLY: Florida Board of Profaeslonal Engineers !t O UPDATE 70 2010 FBC Certificate Of Authorization No.8813 8 11 12 JK �' 00 N0 DATE BY CROVERTISS VERTICAL �'� G zP REVIS ONS Lyndon F.Sohmldt, RE No.43409 0 2nn9 R.W.13UILDINa D-ULTANTS IND. m 9"7" 3" 6" n II 1 1 1 1 1 tl ;0 �zm mo a II N>n a SEE DETAIL z� L I ASTRAGAL TYP.HEAD ";Z= MASONRY � OPENING` TYP.HEAD a MASONRY &JAMBS I I SHOWN FOR � `�a p JAMBS zo OPENING I I REFERENCE �++ a m u a m s S Z ° L) 7 Y 2X BUCK I I n FRAME ?o v IN I I 2X BUCK — F 1YP.SILL i^ o II SEE HINGE K 0 "� "o �U II DETAIL — SEE Jm w DETAIL 2 27 :io' W oz 17` LATCH a DEADOOLT DETAIL a Uj nl � a mm BUCKANCHOR►NG HINGEJAMS FRAMEANCHORING ASTRAGAL m Masonry 2X buck construction e 9 K 97 10 10 � En o L z in n • • • • o O CONCRETE ANCHOR NOTES: 1.Substitution of equal concrete anchors from a differentsuppffer may have different edge 7 o Q rr distance and center distance requirements. 2.Concrete anchor locations at the comers maybe adjusted to maintain the min.edge o distance to mortar "MAX.Joints.Concrete anchor locations noted as ON CENTER"must be DETAIL 1 4 adjusted to maintain the min.edge distance to morfarjoints,additional concrete HINGE DETAIL ? Sanchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 97 w i 3.Concrete anchor table: ^a .........1 :hNtrNok?; ......i:i;MIN... ;:';S1N1N<:e Ri4NE z. >iGTIN:CtEAR/FNCE:70>: : S1ZE......_.,.. ,EMBEL)NIfNT MAS�3NRY�PG ; AJACFNTATVGf{oR • • • • z ..... ........................ ....... ......... :::.: 5 22 08 z 0 8 ITW 1/4" 1-1/4" 2-1/2" 3" sryF• N.T.S. 5 M.sr: AL m ELCO 1/4" 1-1/4" 1" 4" ASTRAGAL trot er LFS 3 DETAIL BOLT HOLE G DETAIL2 UPAMr NO- FL-7630.4 ¢ g ITW 3/16" 1-1/4" 2-5/8" 1.1/4" Outswing Inswing 0 sr�r Z a 10 gg� z o m p o a SEE z o m 3 tnZz _ DETAIL r=x MASONRY TYP.HEAD 8 D g S g E 4 0 OPENING — JAMBS — °�$ X c 6 a U 27 9 IN FRAME o E <8 r LATCHdDEADBOLTDEMIL n _ c Y _ 2 1X BUCK — F >v o x� oy ^Q�r SEE fGE TYP.AIL SILL _ zZ SEE 9 00 DETAIL 2 w¢ 10 a 10 al � a HINGEJAMB FRAMEANCHORING ASIRAGAL Masonry 1 X buck construction ago �. 97 HINGE DETAIL 9 in U z n O Q CONCRETE ANCHOR NOTES: DETAIL I 1.Substitution of equal concrete anchors from a different supplier may have different edge S distance and center distance requirements. 97 z z a 2-Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortar joints.If concrete anchor locations noted as MAX.ON CENTER"must be _Ld F adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors o may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. _ 3.Concrete anchor table: z 3INCHOK; i4NfN.Oki';`:7;;:MIN:: :;i A711N":OIEA'RANCfi:f?;: INz GLEA'RA CE:TO:;;: onre 5122108 = 5i D ii:> `:i:.:•D .::L :... � N.T. ° :....�'.::�:::::::::::.-::.:�.:......::.:::::•::.::.-:::::......::::::.,:::::::MA:::::::NRY:E:::G�::::::.. ....::::..............:::!...�HQ.Ri . s. _ ASTRAGAL owc m' :::'�::::::: ::/4"::::: :::.:'�/4'-..... a _::: ...................`3^.::: DEWE2 BOLT HOLE C' DEWL2 Oulswing Inswing cNN.BY. LF'3 DRAWING N0.: ITW 3/16" 1-1/4" 2-5/B" 1-1/4- FL-7630.4 0 g N 9imr J of 0 R:\A-Projects\Project FolderS\Proj 1001.11001P110D7\2010 FMFL-7630.1-.5.dwp,9.4 —� 139" I I 4~ r tAi, x Y�;Y'•: 41 Z w LlIn *14t.�. •f 1 1 53" 3� N 2681" p ,439° 5 •y ,t. 1 n s fn y91tir'; °1 47 y s 1 1 m o t� 'yt N m r 1.50" r I ►1 1.38Lon I r— •= .iF;�t; azo r ,.• 4 y a li V •P`,� _ ;l ,� , 4 F. K !3� PRODUCT: Document.Pnpar•d Or. hj 51 f� P� TMER _�U UIIDINO CONSULTANTS,INC. cn GLAZED FIBERGLASS DOOR WP•o.Boz 230 vol t-FL 33595 I10 L Phone No.:513.659.0107 w y C PART OR ASSEMBLY: Floddc Board of Pr9te•eronel.Engines y1n 0 1 6 11 12 UPDATE TO 2010 FBC JK C•rtlMete or Ruthf`�zoUon No. 9813 o P 00 NO—gam— BY L��y 6 za•r REVISIONS COMPONENTS Lyndon F. Schmidt.P.E. No. 43409 ®213139 R.W.BUILDING CONBULTANT9 INC. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR _ A n • 3 B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC C MAX.114'SHIM SPACE WOOD 42 TOP RAIL COMPOSITE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD/LVL J o m ».; o MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI 44 HINGE STILE WOOD N e E CONCRETE o$m e o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL COMPOSITE F 1 XX 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM °'Z.'o G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC z 9 '2 8� H 1/4"x 3 1/4"PFH ITW CONCRETE SCREW STEEL51 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC m o I 114"X 21/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE =Y 3 J 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL u g K #8 X 2-1/2"PFH WOOD SCREW STEEL 54 HINGE STILE WOOD o L #10 X 2-1/2"PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE 1 EXTERIOR LTTE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM 2 INTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC - o 3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC o 4 #10 X 1-1/7'PFH SCREW STEEL 62 TOP RAIL COMPOSITE v, 7 MEDIUM REACH COMPRESSION WEATHER-STRIP HERMA TRU FOAM 63 LATCH STILE WOOD/LVL5 8 LONG REACH COMPRESSION WEATHER-STRIP THERMA TRU FOAM 64 HINGE STILE , WOODw m 9 4"XV HINGE.097"THK.(THERMA-TRUI STEEL 65 BOTTOM RAIL COMPOSITE �� o 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 66 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 96 COASTAL ALUMINUM ASTRAGAL 6063-T5 HERMA-TRU ALUM. rwy m 18 THRESHOLD OUTSWING ERMA TRU ALUM./WOOD 97 ASTRAGAL STRIKE PLATE STEEL o c� 19 HEADER JAMB 4.656"X 1.25"THERMA-TRU,PINE SG>=0.42 WOOD a a 20 SIDE JAMB(4.656'X 1.25"THERMA TRU SG x 0.42 WOOD 21 DFADBOLT-KWIKSET SIGNATURE SERIFS 780 STEEL m 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 3 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM.COMP. 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. z 35 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. o S cn 36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. co a 37 INSWING THRESHOLD SBF ADJUSTABLE ALUM./COMP. 12 38 INSWING THRESHOLD IMPERIAL ALUM./COMP. � a o � d ri � z o � � w a W _9 5122108 i 2 MALE N.T.S. ° T? m owc ew AL m aoc.ar: LFS i MWM ND, a FL-7630.4 0 5 siEEr 10 ov,20 z III�_' ' �•r � V �fir•'{� ' JUL ? 8 201E MIAMI•DADE PERMITfiNG MIAMI-DADS COUNTY St. Lucie County, FL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.m;amidade.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building_code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No, 15-0519.08 CMIAMMI-DAMDE COUNTY r �, Expiration Date: March 26,2021 Approval Date: July 092015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.0,1 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin flame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 ..2)Large Missile.Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07 0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by'Edmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Manuel pofql P.E. Product ContrExOniner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTINuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and 'installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-10.18.01) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin flame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite0 PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. ManuelAre—re-i P.E. Product Contof En iner NQA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5411 Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649, FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. Manuel z P.E. Product Contr l Exa finer NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 III FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 68" 68" 76' 72!' 7*' 76". MEETING RAIL 48" A,S,M +80.0 -80.0 +80.0 -80.0 1+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1+80.0 -80.0 +80.0 -80.0 MT. Sol, A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0, +80.0 1 _ - -80.0 +80.0 -80.0 +790 79.0 1 J Gr A,B,M +80.0 80.0 +80.0 -80.0 +80.0 8R-O +80.0 80.0 +78.817Be -77.3 +75.9 75.9 A,B,M +60.0 -80.0 +80.0 -80.0 +79.6 79.6 +78.2 -78.2 +7&9 76-9 +75.4 -75.4 +74-09; C.D,E.F.G,H.1,J.KL +eo.o -ao.o +eo.o -eo'o +eo.o -so.o +eo.o -80.0 8-1-81 H 74.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT wiFH- GLASS-TYPE 38 318, 44" ST. 76- 1 48" A,B,M 6D 518" 7r 7,V HT. MEETING RAIL +80.0 -80.0 +80.0 -80.0 +80.0 -8mo.0 +80.0 -80.0 +70.0 -70.0 +70-0 1-70.0 +70.0 -70.0 so.. A,B,M +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 SH sz, A,B,M +80.0 -80.0 +8D,0 -89.0 +80.0 -80.0 +76.9 -76.9 +70.0 70.0 +68.8 -68.8 +67.6 -67.6 631/8" A,B,M +80.0 -60-0 +80.0 -80-0 +80.0 -80.0 +750 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -6&5 !UP TO 63 11V C.DE,F,G,H,I,J,KL +80.0 -80.0 +80.0 -80.0--+80.0 -80.0 +80.0 -80,0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WIMIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH 16"FLANGED AND 76"INTEGRAL FIN) MINUS 16., SASH WIDTH GLASS TYPE 17118" 1 2211/16" 1 283116" 1 33314- 1 39 61'f6" 4413i16- I 60 318" I 6616fl6!' W HT. 63118- ID.E,F,J,K,0&1+80.01 -80.01+60.0l -M.Dl+80,01 -80.01+80.01 -80.01+70.01 -70.01+70.01 -70.01+70.01 -70.01+70.01 -70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. SASH A.5116'LAMI-(1/8-A..090.1/WA) FTL-4647,4648,4723,4957 8.5/1W LAMI-(118-&.090,1/8-HS) FTL4647,4640 C.6/16-LAMI-(118"HS-090.11WHS) -FTL4647,4648 D.711&'LAMI-(XIWA,.090.3/16-A) FTL4645,4885 E.7/16'LAMI-(3116W.090,3116'HS) FTL-4646 PRODUCrRBVISED F.7116-LAMI-(3/16'HS,.090,3116-HS) FTL4645 Auilding G.13116'LAMI IG-Iff'T.AIR SPACE,5/16-LAMI-(10A..090,i/8-A) FTL4646,4723 pimi 4D 415- D K 13116-LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(11frA,.090,116-HS) FTL-4648 BY L lallT LAMI IG-118"T AIR SPACE,6116-LAMI-(l]V'HS,.090.118-MS) FTI-4646 t J.13/16'LAMI IG-118"T,AIR SPACE,7/16-LAMI-(3116!'&.090,3/16-A) FTL4649,4650 K13116'LAMI[G-1 T,AIRSPACE,7f16-IAMI-(3116'A,.090,3116-HS) M-4649,4650,4958 18'T.AIR SPACE,7/16-LAMI-(3/16'HS,.090,3/16-HS) FTL-4649,4650 LYNN IM.13/16'LAMI IG-118-A,AIRSPACE,5116"LAMI-I(118-&.090,10A) FTI-5063 ........ NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN -z' PRESSURES ARE UNEFFECTED. Na.58705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. z 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO 38,MAXtMU 4.GLASS TYPES 0,G.H,AND I MAY BE USED IN SASH ONLY -79:I- 1 Lm. ADD S WlZfl5 E SASH GLASS OP17ONS FOR CUSTOM VIEW WINDOW DESIGN PRESS 10,11 = URES J.J. 07 a Kll�CNHIN�=11 NO CHANGES 7HIS SHEET VE lot T ALUM.SINGLE HUNG WINDOW,IMPACT 01111 0 J.P. 041 M4NGED aqp GL4SS TYPE TO 71-WPMWD '---HQXl- uc-mi- A.' R.P�E� U_Wuy OKOMIS.FL34274 Z ibO Better W."t-t - P 58705 �gr. I& ll 4040-20 E FL P.E.# -FJC 'Lj. - 2=7 SHIN) NTS 3 53 IV MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 419 518'MAX.FIXED DLO(ALL) D 76-1 4AX. 75v"MAX.1 75'MAX. SEE DLOI A d A I.F. I.F. TABLE 0 D HE( HT SEE OLD HEIGHT SEE DLO cHEIGHT TABLE 0 TABLE 0 76"1 MAX. 76`1 LAX D 76*MAX. FLANGED L FLANGED L FLANGED HEIG HTHEf HT HEIGHT SEE DLO MAX. T- T TABLE x SASH SEE DLO x SEE SEE DLO x ;�O S E (MAX) HEI N TABLE 4 TABLE OTE4 L T , 481/4" MAX. �—VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E VERTICAL DAYLIGHT OPENING 76" AX. I 75V' FIXED LITE HE I I Y HT E HE I I.',HT LOW HIGH SEE DLO DETAIL SILL SILL TABLE SEE DLO 0 TABLE 0 A 34 IlZ' 34 3116' 76"MAX. 76"1 4AX. B 41 61W 41114" 1 FLANGED FLANGED c 41114" 407/&' 1 HEI HT HEIGHT D 52 6/8' 52 11116" E 521!4" 52 5116' I - I PRODUCT REVISED SASH n co-plying with the phows SEE DLDI�TAB F�x llp 1 20' T- 20' LOW HIGH BuildingCo E A, =No 15-ID I .ig, .4 TABLE SASH SEE DLO,,TABLE SASH DETAIL SILL SILL Miomi I HEIGHT HEIGHT A 34 1/2" 34 3116" 8 27 IM' 27118" c27 7 DETAIL D DETAIL E D 16 318"116r 27114" 15 314" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 1 16 3/6' 1 15 314, TABLE 5. NOTES: OW 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. s Z SEE SHEET 7 FOR CORNER DETAIL VIEWS. Z 1r No.58705 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. F I tI,.,. LM." &f2115 IF NDCTHIS ELEVATIONS J.J. amm o Noc ' ~wmssmEr Nv�fampcz3427S , tOlOTEGHNOLOGYORNE --Zr 0 N ALUM.SINGLE HUNG WINDOW,IMPACT ja onlay C wommEsMISSHEET Ro.BOX 16mn ---T— A.LYNN MILLER.P.E. ROKOMId.Ft.34274 lluibly Better ftkomft " SH =7 1 NTS 4 all FL P.E.#68705 --F, 911105 I—J.J.-Y 02— SH700 4040-20 JIE NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE OF SASH, NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE INSIDE 9,10,11,15,16 31 7— MAX. 2710" FIXED LITE DAYLIGHT 26 OPENINGOUTSIDE 4 MAX.FIXED LITE DAYLIGHT OPENING 26 —MAX.WIDTH SECTION A-A fF;XM-ESEdT-I6f4S- INSIDE OUTSIDE INTEGRAL TIN - (LF.) 23 • 47 50 MAX. HEIGHT 21 2.146 HIGH SIDE I ---W OUTSIDE I SILL LOW MAX. VENT i 49 :48:)"" 1�ow SILL HEAD DAYLIGHT HIGH SILL JAMB OUTSIDE OPENING — — — 68 --------------------- 17��2*71(1'—] I.F.FRAME 0 PRODUCT REVISED 28 53 OUTSIDE Duild ng Code OoF�3 Ac4egSatcc No) 'DSI b,'do21irotian Date 6 53 7-9w 2.330" SILL) 63 52 (Low SILL) 7 L SEE NOTE ABOVE 54 64 � X LYINMAflee 0�.........' 67 ULTRALIFT69 3 30 12 ONLYULTRALIFT' No.53705 12 SECTION GC ONLY SECTION B-13RADI US TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) i7i STATEOF E NO CHANGES TM L.M. S12115 'c' r, SECTIO .6. J.J. ......... d. mpta-4v lmww7 mmll 0 No CHANOES THIS SHEET NNENIM".. / ALUM SINGLE HUNG WINDOW,IMPACT "'i'9/0NNCe�o" J.R. �041011fl C NO CHANGES THIS SHEET P.O.Sox 1629 jftR I— n ur V� MKbdOy NOKOMId.FL34T74 v7sibly Bettor FA 911105 �7 SH'. Half 5 11 jo'��4040-20 E FL P.E.#58705 IM2 DWG# DESCRIPTION PGT# ITEM DWG,# DESCRIPTION PGT# 4002A�1#8 NGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 1155X 1.000 QUAD PN.SNS 781PQA 61 SCREEN CLOTH 61616 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESNE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X1/2-7/16 LAMI 62BVI610 7 4025 SASH STOP 612244 60 1 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.126 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8',OR 11116" 70 JSILICONF,DOW 899,995 OR EQUN, 10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(118&.090 PVB,118 A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI.(118&.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 62 C.GLASS,5/16"LAMI,(118"HS,.090 PVB,1/8"HS) 13 1085/108 SASH TOP GUIDE 42504 63 D.GLASS,7116"LAMI,(118&.090 PVB.1J8 A) 15 #8 X1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(1/8-A.09D PVB,1/8"HS) 16 1080-1 BALANCE COVER,11/16- 6BALCVR670 85 F.GLASS,7118"LAMI,(1/8'HS,.090 PVB,118'HS 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG:.1/8-T.AIR SPACE,5116"LAMI,(1/8&.090 PVB,118"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13118"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(IIWA,.090 PV8,1/8"HS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X72FPFX 88 1,GLASS,13t16"LAMI IG;1/8"T,AIR SPACE,5/16"LANG,(1/8"HS„090 PVB,118'HS) 21 40540 FIXED MEETING RAIL 640540 89 J.GLASS.13/16”LAMI IG;1/8'r,AR SPACE,7116"LAMI,(3/16'A,.090 PVB,3/16"A) 23 4008C SASH TOP RAIL 64006 90 K.GLASS,1311V LAMI IG,118-17,AIR SPACE,7/16"LAW,(3116&.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67816G 91 L.GLASS.13tl6"LAMI IG;I/8"T,AIR SPACE,7/16"LAM,3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 7109692 M.GLASS,13/16"LAMI IG;1/8"A AIR SPACE,5/16"LAMI,(118&.090 PVB,1/8"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 26 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2784 30 1226 WSTP.,BULB VINYL STP249 31 4008 SASH SIDE RAIL 612231 — L .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3132"X25184"X1" 71622K 3. 5 36 1052 LAMI IGSETTING BLOCK I'X3t4"X111V 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W K 062-- 30 1225 VINYL GLAZ BEAD BULB(THIN) STP246K 41 4039E GLAZING BEAD,5116 LAM.GLASS, 640398 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5/16 LANA W/GRILL KIT 644703 �7 #4071A,6063•T6 44 4222A GLAZING BEAD,7116-LAM &4222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAM)W/GRILL KIT 6985 4$ #4472A,6083 T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.906 1'RODUCf REVLSED 47 4071A FRAME,I,F.HEAD 64471 ncomplying ugththe Ptortda 48 4072A FRAME,I.F.LOW SILL 64072 49 50 44746 FRAME,LF.JAMB 64074 4073A FRAME,LF.HIGH SILL 2.374 Smtdi 64073 AccoptaaceNol �q•Q��I imtian Date 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM 0y Miami oda Pro&tct Co 53 1088 SPRING,SILL LATCH(EGRESS TSPRNG THICKNESS 4.171 2:41( 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 82740 55 1014 ISCREEN FRAME(HOR.S VER.) 61014 .062 NOM \,t u l i t l 7 717 56 1634 SCREEN CORNER KEY WIRINGS 71630 THICKNESS 67 1631 ISCREEN CORNER KEY W/OUT RINGS 71631 `��,,.jUl.Y`.EN.....//f(�rrr J 58 1073 SCREEN SPRING 7CASP 59 1624 ISCREEN SPLINE-.135 DIA FOAM 51624K 50 FRAME,I.F.JAMB No.53705 FRAME,I.F.HIGH SILL #4074B,6003-T6 g #4073A,6063-T6 (USED AS RADIUS TOP HEAD) (t/MIS to LM $72115 a NO CHANGES THIS SHEET •. F ATC OF :•�tc/4lp \ PARTS LIST fapwBr, ns.�,t 1070 TECHNOLOGY DRIVE rr�.`�,�•'.,OO.....•'•��`� J.J. 10107111 0 NOCMANGES7MSSHEET N.VENICE,fL30275 *'" ri/x"'01 .. tyt�t T ALUM.SINGLE HUNG WINDOW,IMPACT '1„ tVAI�� ' .M. 0WJ01/11 G CHANGED CAP GLASS TYPE TO TEMPEREDFROMHS P.O.ewc a62e amr a,K —_ �� r A LYNNOUR tR.P.E. V.-Dr. mti Doti NOKOMIS,8.34274 Vds06y Dener FA 9/iro5 J.J. 223107 SH700 NTS 8 a 11 4040-20 E FL P.E.#68705 FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME 2 2-784 -062—— [ 1 11 30 2= 1.383 .062 _j_._� l r6 50 FLANGE FRAME HEAD #4002A.6063-T6 1-9784 N WELD —1.749— FLANGE FRAME SILL (LOW) ALONG #4003C,6063-T6 SCREW I I.F.*SEMALANWT OR GASKET BOSS(2) P12.71 0 E-+-1.513-+] 738 AT HEAD AND SILL —kZ=01=2 .490 r-.040 1 .062— VIEW D-DVIEW E-E &VIEW HEAD&SILL,RADIUS TOP SILL} (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB (D #4025,6063 TS #4053,6063-T5 .050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1.165 .678 1.342 2279 2.326---1 1.096 -T 062 349 GLAZING BEAD,5/16- #4039E,6063-TS .1362 2AS5 1307 1.979 S SASH SIDE RAIL #4008,6063-T5 21 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) .678 2-11 26 ff 1.1 32E #4054A.6063HO-TB #4006C,6063HS-T6 #4WT,6063-T5 050 -w' PRODUCTREVISED GLAZING BEAD,5116" �'—p'ywgw"hdwF'ww% m ,ng 8 BA '8� #4044B,6063-T5 -No IS 008 2.326-----1 1.096 (USED Wl GRILL KIT) " .062 -y— Ak GLAZING BEAD 7116" 3.446 By 2,9I 46 #4222,6063-T5 062—[ILI Z638 X83 4-050 .678 1.097 ogj LYNN 1,fl 1// ze .050—&— GLAZING BEAD,13116"IG #4067,6063-T5 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7116" No.58705 #4050A.6063-T6 #4051A,6063-TS #985C,8063-T5 (USED W/GRILL KIT) F: j7 ,E t15 ST TOF SHEEF L.M. 5112M 6 NO CHANGES THIS &FRAME CORNER DETAIL -013YORIVE EXTRUSIONS P, cl; 1070'rEC.HNOI J.J. 1 CHANGES THISSHEEr N.VENICE,'L... of.. C ALUM.SINGL W,IMPAC owl/11 E HUNG WINDOW, J.p- C NO CHANGES 7HISSNEET P-Q.SqX 1629 jlc;TM T A. R MILLA,P.E. �w. 0� M.*.d.Y NOKOMIS.Ft 34274 Visibly Better 4040-20 FL P.E.#58705 -F.K. 911105 J.j. 02&IM7 ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: I-1W ELCO TAPCONS 2-1/4"ELCO SSA CRETE-FLEX SUBSTRATE: 28.603 1 34.603 40.603 46.603 52.603 1 58.603 1 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: o'v 01 cj a'n ca Ic,0 0 01,401 0 C3 It's 0 L)to o"4 0 a 2.ANCHOR LOCATIONS ARE BASED ON THE 01-0 0 a -q z zao Z Mo Z-zqo Z�_z 0 Z_Z WINDOW GLASS c'r 0 -Mo Z-z R 04 z - - cq 0-. 0 o 0 zo oao o o 0 0 0 8 Clf 0 ocio o 0 FOLLOWING DIMENSIONS. 8 0 0 0 0 0 0 C) HEAD-181/2"MAX.FROM TOP CORNERS WD,n TYPE R 0 R I lir C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1JAMBS'175"MAMAX.FROM TOP CORNERS X.FROM BOTTOM CORNERS -1 - 11 -[ -1 2 111 11 222222222222222222222222 1 . "11111222232233 1O"MAX.BELOW MTG-RAIL 19.125 H.I,J,K�L 1]- 41-112 i12 fl- II 1 - 1'- SILL-ANCHORS NOT REQUIRED A,B,M 112 1 1 1 1 1 2 1 1 1 2 2[i 1 2 2 2 2 1-2 2 12 21'i-2'Ti'i 1-2. il*.2[2l'2 2 12'2 1"2* "2'1'*2 212 22 i['3 21"i il 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 wv—....ES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 24.000 _��.L 1211 121 ji"ll 21 1-1 i 2121i]2 [.2. ii-21-2i 21'il i 21 2--[i 1-21.2 1' 'i 12 2--i 2-1i 22233322331 ' l _ 1 1 1 1 1.1 1 1 1 1 1.1 1 1 -1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AB,M - -12 ' -1' 21 2['- * FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 12 2 - 2 2 2 2 li 2 3 2 3 313 212 31 i AREI"LESS. 112 111 112 lj'jlli 11-11-2- �12 112212'2Fi '1'2 21�.2'12 212 1' 21'3. C,D,E,F,G, I I I I I I 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 H,LJ,K,L 3- 3[i 314 3 �113 343344.1. 1.1 5.DESIGN PRESSURE LIMITATIONS: 32.000 1'ik'l-i i4l' 21-[3 213 2J2 3 3 21' i13 3 fSIZE BLOCKS OF THE ADJACENT TABLE WITH A fl 2 112 21i_213 1 13 1,12 2 1 2'12' , 1 1 BOLD ITALICIZED VALUE ABOVE THEM.INDICATE A AB.MTI - MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 2 2 'i14j3iI-2'6j3 3 4[4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 21 1 li 2'1 "1 2 3 3 2' 2 2 3 3 3 2 3 12 112 21 il I if 31 1 21213121 i_ i I C,D,E,F,G, 1 1- 1 1 1 2 [ l 1 2 1 1 2 1 2 1 2 2 1 � 2 1 2 2 1 MAXIMUM DESIGN T.. _ PRESSURE FORTH 1li -- j 11 " 1'' 1" -'-- l -I l 1 RESPECTIVE SIZE ' 22122223122323222323222323232334233334333435334411 .. l' f'--� j 1' ' I'1 [ 11f 37.000 H,IJrL1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 1 2 2 1 2 AND GLASS TYPE IS A,B,M - .. 212 112 212 2131--1-12. 1 i-2*13' 2 1221'' -'3'1-2 13-2 1 i-21 i 2 1'3"1 il 3 �13 314 21 3- 3 14 3 5 3 3 4 4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 J22 2 2 1 2 Ij 2 2 2 2 _2 1344153344 2 2 2 2 40.000 H,kJK,L 221 2 2 2 21-il 3 315131- 1- . I . I I.- 11 ' 212'1 213 21'-3 il-2 213' 2 i 2 3' 23 214 213 13' 3--14- 21 -1"� 3 4 4 6 3 3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM i _ 1 2 1 2 2 2 2 2 2 _ _ri _1__ M22 1 -2-'2- 2- iTi-21-il-2--[3- -ij.i- 3'� 3 213 -2-13 21"' ifi ili-3f4 -21-i-3"1'4' -3'F6 i13 3 5 3 4 4 PSF 791 TABLE KEY: C,D,E,F.G, 2 2 2 1:2 'j ,"i"1. 2 2 2 2 2 2 . 2 1 2 .2 MAX PSF 3 2'15 31i 3 21'3-i 13-'-.3-141 2-13 J-31*4 315 3l'3 -4-1-6 3-1 i 41-i 2 _L 44.000 H.LJ,KL 21-2 i _3 21� (DP LIMITED) 118 PRODUCTREIVISFD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2121_2 2 2 2 2 2 2 ARM -- 'I , . r. _1'. HEAD 2 m""Ply'"B"ththe Flu"da _ 272 1 213 12 3h 214 2L3 3 3141213 i 131 314 2 13 314 j2t3j 4 4 5 3 4 4 5. 4IBOVE 3 IIE, 11*4 PSF 79 79 JAMBABOVE I WG.RAIL 2 2 3 2 2 C,DAF,G 2 2 1 2 1 2 JAYS BELOW 2 2 1* 3j' 313 415 4 6 *3 14" '5'[6 Dr 3 3 4 3 VrG.RAIL 48.000 HLJ,K,L 222 12'-12 2 2 21i312'121�1 31 2 1*3" 4 3 314 315 3 3 3 4 ABM -2 2 2 2 1 2 2 2 2 1.2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 222222 '23222334233334213[' 1' 11' ' l-*' 1 ' [" 1. 13-IA-1 il 4.213[3-143533343533415416 3*'14.5-1'6'. (FULL OF) PSF 72 HEAD YNN 79 79 L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 C,D,E,F,G, JAMB ABOVE 2 I � 'r. 'g.. - 15! '13 41414 6 3 4 5 MTG.RAIL 53.125 H,I,J,K.L 2- 'i 3 '1 3 k' . No.58705 _T22 i12 T22 2 3 21' 1* 3 4 51i 4 gA 3[� 3p 21i 3 4 4 3"'1'3 314 )w 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 1 3 JAMB BELOW "'m - 6463445 MTG.RAIL 2 F2 2�Li 42 3 314 313 i[-�,3 1'5,'3]3' 6 41 �E3:�J2.�132L L Lm, 151192.115 tEE NO CHANGES THIS SHEET F 1. GE SPACING. VI WINDOWS ANCHORA N. ENICE,FL34215 . ......... J.J. '/'1 1, NO CHANGES THIS SHEET -: 7&;ozF : I ALUM.SINGLE HUNG WINDOW,IMPACT J.R. W", C NO CHAINGES THIS SHEET P.O.Sqx 1529 prs NOKOMIS,FL 34774 Vijibly Better A.LY WA;P.E. aj. S. FK NTS 4040-20 FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE ANCHORAGE NOTES:. 1. ANCHOR TYPES: 1-114"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE---_ 29.655 1 37.155 44.655 62.155 9.655 1 67.15 74.655 76.000 3-#12 SCREW$ ANCHOR TYPE.-- a 1 0 010)DIN 01 0 0 0 0 () a 0 0 a 0 0 a 0 0 2,ANCHOR LOCATIONS ARE BASED ON THE co 0 0 c! z C, 0 z zm0 ZZn Z2 z z a 0 z z 0 z z 0 z z 0 z 1 — c'1 moc"10— WINDOM GLASS a c"0 0 0 0 Cf CII o—o NON 0 1 OO cl o o C4 OO o FOLLOWING DIMENSIOW. WIDTH TYPE L) 0 0 U 01 0 1 L) 1 0 01 1 01 0 1 ()1 0 U U HEAD-181/2"MAX.FROM TOP CORNERS C.D,E,F,G, .12 MAX.FROM TOP CORNERS 16'MAX.FROM BOTTOM CORNERS 1-i air, i 1-i "i[ii-ijil-21i 212 '�Jijij 2 2 2 WMAX BELOW MTG.RAIL 19.125 2-12 2 6,D,E'FG' H'"J KL SILL-ANCHORS NOT REQUIRED A,B,M 1 3 12 -1] 11 12, i5 '2112*1'ilifij�'if 1'i J[i 3.INSTALL PER THE ADJACENT TABLE ANCHOR 2 312 PSF I 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D.E.F.G, I I I 1 i I I I NOTE 2. 2 3�_ji� 3 3 i 'P -1' 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 2 ' 24.000 41- if H,I,J,K.L IRI-if if-fl 21-2 ifibli i f-i -i I 1271-2�1� �T2 2 1"i 212112 S 1i 31 i ji 3ti"3'1'i 212'i 1 2 A,B,M 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 2 AREI"LESS. IM I .:L 2l2j2[2f2l"2 i 2' 2 i 'il i 1-2121 il 2,!�L �3±2 3 2 2[2�� PSF 68 77 6. DESIGN PRESSURE LIMITATIONS: IT A C.D,E,F.G, I 1 2 SIZE BLOCKS OF THE ADJACENT TABLE SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A -1 2 'i.2 2-�'j-.22]i 2 3 3'if�1.ij 2 313 j[� ili 3* 1*3414 3 3 32A00 H,I,JK,L 11 TF, 'if-i i I I _jL� MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 2 2 1 OF ANCHORS SHOWN IN BOLD,OTHERWISE,THE A,B,M - 2 'i[j 31 -iij if i il"i 4 MAXIMUM DESIGN PRESSURE FOR THE PSF 59 67 79 RESPECTIVE SIZE C,D,E.F.G, 1 1 1 2 1±1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,IAK.L 1111I1ill 2 F2 � '2'i 2 iki it2"il"i j'ij_i_ij'i 3_5 ji(i'iji 4ri '3Ti ij_2 ilil 4ji-gi ifi ij4'jj_j'jf`j AVAILABLE. A A 1 1 2 ij 1 2 1 2 2 1 2 2 1 1 1, 2 2i 1 2 1 2 1.? 1 2 ,B.M jL1 -ITI -2 F2 41. 4 M 2 i� if i ili I�131 31 -ij21'3j'ikL3ji 4 fil 414.if i [�j PSF 54 79 62 79 C,D,E.F,G, 2 2 2 2 2 2 2 2 2 2 t .1 2 2 2.1 2 2 2 1 2 1 2 2 2 2 2 2 2 40.000 HJAK,L I I 1 1 1 1 2 2 i[i il'i if 3 2_r2 313 i13 2 1-2 313 413 3 3 413 3 3 3 3 4 3 4 4 313 413 41 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1'.2 2 2 2 2 2 2 2 2 2 2 ifil ... .. 4 3 _j - 2Ti'il i ifi if i ibil i il1_01 31'i 4 IL� 5 3 TABLE KEY: I I Flfl�1 1111212 3 3 4 �Ii iLi[K��2 jj3jL4L� 41 � PSF 49 79 56179 79 1 MAX PSF C.O.E.F,G, 2 2 _2 2 � 2 2 2 1 2 2 2 2 2 2 12 2.. 2 2 2 2 2 2 2 2 PRODUCT REVISED 2 44.000 _iF-IT, I �J'i_2T2 3 flij. _31 4 '3 33443343443343443343443354* '11 -1' -11* 11 f1` (DP LIMITED) 117 mnplyinp wit1%ft Florida H,I.J,K,L 21H2 13 21iji 2 HEAD 3 i3midinscode 2 1 2 1 2 2 2 A�"Pj.omNoI5.05jc,.0g 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 L � ABM JAWB ABOVE 3 3 12DZI * ' Jl11111�141i 41� iwtij 111 Ill 1 12222223322343342333443343443 1 1111J 4j4 3j 514 PSF 45 74 51 74 79 79 MTG.RAIL By C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 1 2 2 3 2ij 2 JAWB BELOW u adeproductcont 2 MTG.RAIL ill I F1 - - 1 4 1*4 4 1'� 313 4 P 414 �j 3 514 '141 48.000 HI,J,K,L I F1 2ff'�f2 2 2 3T3 2 2 3 3 314 313 1'314f4" 3'1�1 414 1 5 )w A,B,M 2 2 2 2 2 2 2 2 2 2 2 ji2 I i3 Ij 2 2 2 3 2 2 3 2 2 3 3 out...0 utiurrr 1 It i 14 3 'ij4.Rj]j[ _41-4 '414 4 (FULL OP) 11 1 F 112 2 2 12 3T 3 3 3 i HEAD 2 LYNN 4 PSF 41 67 46 .... 114e 67 76 19 JANIB ABOVE 2 2 2 2 2 2 3 3 2 313 2 3 3 3 2 3 2 3 tnp C,D,E,F,G, WIG.RAIL 3F 31�%J.j _ 1 1 41 �f 3 '4 1 4?14.13. 4 51 31 516 4 53.125 2F2 3 4131 4 1*4 i1411 151 1 51 1,6 �Ii 6f H,I,J.K,L _iTl_11-1 T JANZ RF'011V fl —2 ]:2: No.58705 A,B,M 2 2 2 2 2 2 1 2 2 3 2ij 3 3 2 3 1 3 1 2 2 3 2 3 3 3 MTG.RAtL z I I I jL1 Hi�f:2 1 _3l 4141414W3 41*4 414 31i 414 5 4 31614 514.413 i141 2 2=2 jj�Ei 1*3 3 141 Q L.M. 6112115 E NO CHANGES THIS SHEET ANCHORAGE SPACING,STANDARD VIEW ARWw� 11070TECIMLOGYDRIVE --,W J.J. 1"7111 0 CHMG68 110S SHEEr N.VENICE.FL34275 yL ',jr� o" wXialiF� I P.0,IX?X 1529 I — WINDOW,IMPACT At- JA ALUM,SINGLE HUNG CT DIM1111 C ADDDPMAX-MMANCHOR07YISRES7WcMDBYSOE lv.�Vft MI R,P.E. 0_6)r cmw -5�85 NOKOMIS,Fl.34274 Wribly Better 4040-20 E FA 729105 J.1. "I�7 � SH700 _j7N'_rSj 9 -,11 FL REM 58705 A LWh ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. 1.ANCHOR TYPES: 1-114'ELCO TAPCONS SUBSTRATE: I7.`125 1 22.668 28.211 33.754 39.296 44.839 50.382 55,925 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE.-' a 0 0 a 0 0 0 0 0 a 0 C.) 0 0 0 a 010MC3 0 L) a U 0 3-#12 mo,z z C9 z z V)0 z zcliz zm0 z zc0o z-z o"z zmo'zl z 2.ANCHOR LOC WINDOW GLASS Clio 0-0 clr 0 N 0 ovioNo o 0(4�cli 0-0 a clo'o Clio cqo 0 C�f 0 0 ej - DIMENSIONS:ATIONS ARE BASED ON THE FOLLOWIING WIDTH I TYPE � o 0 3:1 01 L) fil 0 01 a 3: 0 u � () 0 0 0 HEAD-18112"MAX.FROM CORNERS 19.125 D.EJF.J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'. 1 1 1 JAMBS-17 112"MAX.FROM TOP CORNERS KJL 1 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL I I - I I- 6"MAX BELOW MTG.RAIL 24.00 0,E Fj I I I 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 15'MAX FROM BOTTOM CORNERS 0 1_f._.f.__."', KIL ---i' k�- 2i- i i i- i--2 3 3 2 3 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D.E,F.J. 1 1 1 1 1. 2 .1 1 2 1 1 1 1 1 1 1 1 1 1 1 -1 -1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 3iOOO VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 2 2 2 3 2 3 3' i" 3' 4 iI' 4 'i 4 5 3 6 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 6.FOR BELOW. 37.00D D,E,F.J, I 1 1 2 1 2 2 2 -1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW _.I .1 2 2 2 ..1 .1 2 1.1�_ I K,L 2 3 i -3 3 4 44 4 5 6 1 4 1 6 WINDOWS ARE 12 518"MIN.TO 38"MAX. PSF 79 79 749 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.0110 O.E-F.J.1. 1.2 2 2 2 2 2 .2. 2 1.2 1.2 2 2 21.2 .211. 2 2 2 2 2 2 2 2 1"LESS. K,L1 1 1 -2 T-2 3 3 -3 4 3 4 4 3 1 4 4 3 5 4 4 '5'* 5 4 6 6.DESIGN PRESSURE LIMITATIONS: PSF79 76 79 77 79 79 19 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD J 1 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 O.E,F,J.1 2 1 2 2 ? 2 2 2 2 2 .2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS 1 1 1 2 2 2 3 K,L -- 4 4 4 3 5 4 1 5 5 4 5 1 1 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 2 2 RESPECTIVE SIZE AND 411000 D.EJ`,J, 2 2 2 2 2 2- 2 2 2 3 2 3 2 2 3 2 2 3 GLASS TYPE IS -- I i' -3 4 .2 2 K,L 1 1 2 2 2 6 4 4 V AVAILABLE. PSF 71 79 d6 7 79 64 , 74 , 66 77 169 TABLE 7.KEY: 53.126 DE,FJ, 2 2 2 2 2 2 3 .2_ 2 3 2 a I MAX PSF KJ_ I I 1 2 1 2 1 2 _3 (pp LimrrED)l 112 1 ADH2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HE2 TABLE 8. JAW ABOVE 2 SASH HEIGHT WG.RAIL SUBSTRATE:- 12.776 15.776 18.776 1 21.776 1 24.776 27.776 30.776 31.106 ANCHOR TYPE-'a 0 0 0 0 (FULL DP) 0 1011,4 al 0'i 0 'q C.) 0 'i a 0 0 0 0 , a .C)1 0 ,10 0 0 ,, z - z' 0 z ZC40 z ZOONZ -z 0 z _z OC,4z _ zclo Z_Z HEAD WINDOW 0 V4 0 �i 0 0<4 0 0 0 0 8 8 WIDTH � 0 8 8 0 8 '9 '1 9 8 0 1 JAMB ABOVE PRODUCTREVISED i1h the Florida 19.125 1 1 1 2 1 2 2 1 2 2 2 2- 2 2 2 2 2 2VI I_ 2 2 2 2 1 2 2 II.M�L ftildinscod. 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 A=CpWnC.No 15-DE 32.000 2 1 1 1 2 2 2 2 3 2 2 3 2 3 3 T 3 3 2 3 4 2 3 4+2 3 iralimDto Ey 37.000 -2 T 1-1 2 79-2 3 1 2 3 3 2 3 3 3 3 --4-T-3-F-3 TABLE 8.KEY: �Nfia-m'DadeProduct ntro 40.000Tj_ 74 ---T----T MAX.PSF 2 2 2 2 2 2 3 1 2 3 3 2 _3 4 3 4_ (DP LIMITED} 68 78 JAMB BELOW 2 1 "JilljOlf" 44.000 %Aj LYNiV I 2 T 2 1-2 2 2 2 3 2-1 3 3 f- 4 3 3 MTG.RAIL 'N"00 ........ 63 72 79 : 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 FU ( LL DP ': :: Na.J8705 'r .000 73 58 66 72 JAMB BELOW R2 2 2 2 2 2 2 3 3 1 3 1 4 3 4 4 3 4 5 3 4 5 3 5 1 6 1 3 J WG.RAIL ' Lm. 6112(15 E NO CHANGES TW mum- STATr OF ANCHORAGE SPACING,CUSTOM VIEW 11070 TECHNOLOGY DRIVE N,VENJ CE.FL34275 Tft J.R. ALUM.SINGLE HUNG WINDOW,IMPACT F/bN L. J.J. 7111 1) NO"NOES THIS SHEET NO Ct~M 7WS SHM7 O�BOX 1529 i97- AL L Nfm L f�P.E. NOKOMIS.FL3G74 visib&Better NTS 10 11 4040- E FL P.EX SEIM FA 2 W J.J. Z2"7 _f72 EXTERIOR 1711,1011 NOTES: LLD TAI, > -DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 1.FOR CONCRETE APPLICATIONS IN MIAMI ALL HEAD AND WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX.MINIMUM DISTANCE FROM 1-314"MIN.EDGE- CONCRETE ANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 134". (SEE NOTE 1 3) 29 WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(435)OR (SEE NOTE 4) 1'MIN.EDGE 1/4'884CRETE-FLEX. 3.35 KSI MIN.N. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HE-ADS. 4.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE •;4 CONCRETE 1318"MIN,,1/4'TAPCON -i-X4"MIN.,1/4"CRETE-FLEX TOTAL THICKNESS IS LESS THAN 11/2. Ix WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL Jx INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD SUCKS DEPICTED AS 2x ARE 1318" 1 IM"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE aJ M1/4'T OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT " ' SHIM AXSHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11w 1318" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4'MAX SHIM MIN. MIN. 6-ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. I- 114"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, i 1-3/4*MIN EDGE I"MIN.EDGE EDITION. allfiiijo, CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING It RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) "..9: 1�1 3,35 KSI MIN.CONCRETE INTERIOR OR lZ KSI MIN,CMU (ALL JAMB DETAILS) EXTERIOR Ix BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) 115 DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 518"MIN.EDGE 2-112*EMBEDMENT- MAX, SHIM —WOOD FRAME 1/4* PRODUCT REVISED ___[MAY- -WOOD FRAME SHIM a"_plyinslvithftFlorws Bvildi.SCo& SW MIN.EDGE Amptmm N. .131'DIA.MIN. E.piwip%Dmcam; 21 E MIN. S 2-1/2l EM EDMENT x 2112"NAIL, By .131"DIA.MIN. AT CORNERS Mt DadeProduNCgDtra) x 21/2"NAIL, AND 5' C_ — AT CORNERS WOOD FRAME AND S"O.C. MIN.EDGE DIA.MIN_ x 2 IT NAIL, MA>L- AT CORNERS `\��OIyY....LYN 41� SHIM AND 5"O.C. 2-112"EMBEDMENT kCFN DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.58I05 TYPICAL INTEGRAL FIN ANCHORAGE 2E!tLCTBUCKNOTFRBfOVESEGnON2003.6,4REF. ANCHORAGE DETAILS STTEOF 11070 TECHNOLOGY DRIVE 44 NO CHANGES THIS SHEET H.VENICE FL 34275 P.O.Box 1 j=—N6_.JM 1 ALUM.SINGLE HUNG WINDOW,IMPACT JR NO CHANCES THIS SHEET sn FKen- NOXON9.FL 38274 vlably Better F.K 6:11—in 2123M7 NTS1 11 n 11 1 4040-20 1 E FL i #45805 r,� c r- -MIAMbDADE JUL ? � ® MIAMI-DADE COUNTY f PEFl"ll-r-T �`� � Q r �' y PRODUCT CONTROL SECTION �snty, _ DEPARTMENT OF REGULATORY AND ECONOMIC RESOft ) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NDA) www.miamidade.eov/eeonomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 71!� Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5111 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 4A ti. 7.4 Manue a ez,P.E. Product Cont oI aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 'W12 Manuel ,P.E. Product ContrI E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT ORLARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES--__--- MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..._,....._....__ FIGURE L' ELEVATIONS......................... MULTIPLE [—OPENING MOTH FOR VERTICAL MULL ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLMULL TO ITO2X XW0Oi;..........2 MULLIONS INSCAUBEDINSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL &MASONRY.........2 SEE DETAILS INSTALLATION NOTES..„,_,._.......2 en RECTANGULARNOT HAVE A GAP OF MORE THAN IW FROM THE CLIP, A-D,GM: SHAPE MULL To MMONRY-----------1-3 U) 2,3 MULL TO STEEL STUD__,.-.__..._3 Nir 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.._.._......_.__,_._3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UIBO.THE 1/3 STRESS INCREASE WAS NOT USED ANrHORSPECS...........3 cf) IN THIS ANCHOR EVALUATION-THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS_..._____4 z BAY MULL INSTALLATION....--4 I X 2 X.125 MULL SPECS---.-..5 INSTRUCTIONS. X 2 X.375 MULL SPECS__0 1 X 2.75 X.375 MULL SPECS------7 I X 2.75 X�65 MULL.SPECS-__8 It U) SEE DETAILS 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE Lu z �A — o ATMUG; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND i X 3.125 X SOO MULL SPECS___.q 0 C�l S - 0 S-OEIA-S ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER i.- co ATHRUG: I X 4 X.125 MULL SPECS__10 SHMS 2-3 ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN i X4 X.375 TUBE MULL SPECS-ii j PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS S FLY, X 4 X.375'r MULL SPECS_-11 OPFkNG ROD HALL AP I,-2S X 3.168 X=MULL SPECS-12 VE .25 X 325X.100 MULL SPECS_13 z W MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 11.25 X 3625X.624 MULL SPErS__.14 SEEDETAILE. < IT MULL 2X4X 2 FOR 13 HORIZONTAL 1.25X3.94Xb24MULLSPECS,_.1S z 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS By OTHERS,MUST -25 MULL SPECS SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 0 X.25 MULL SPECS 17 _j AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR < (n MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.2S X 2.11 X.125 MULL SPECS_16 REACTIONS. 30*X 325 DAY MULL SPECS_19 z 45*X 3.25 DAY MULL SPECS__20 QZ co FENESTRATION PTL--6443; MULUON&C PI)IMENSIONS-_2143 8)REFERENCE:TEST REPORTS. -6443;ELCO ULTRACOWAGGRE-GATOR NONS EXAMPLES 1 U 2_______..___24 '-PRODUCTS MAY LOADING EXAMPLES..............-.25 a co VOFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING __J LU UUSTBE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH w �e MANUFACTURED z ByPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL iL 0 m 1 9104 '/SMDETAILS A_D.GA hs It HORIZONTAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 4 MULL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT- FOR THE OPENING USING THE ASCE-7 STANDARD. MULL OPENING INIDTH-1 t----HORlZ.MUU_L8NG7H- 1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. LENGTH I- F, / 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAX OR-TRIANGULAWTRAPEZOIDAU, OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT-)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTNELY,USING PRODUCT REvtsEp HEIGHT�' \1"I m F FOR THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION 13 SPANNING VERTICALLY ORHORIZONTALLY).THE llildu*c.& OPENING MULL SP HEIGHT LENGTH 011' HORIZ. vERr. MULLION CAPACITY(LBSIM OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN Ampt M MULL STEP 1). P*ir;�WlDtvj= LENOnt 6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LOS THIS VALUE BY L L REPRESENTS THE WINDLOAD TRANSFERRED To THE SUBSTRATE BY THE ANCHORS AND MUST HE MET TO ATTAIN THE FULL MULLION CAPACITY. MiKn hoduct L PACITY. SINGLE MULLION opo�6wlo SINGLE MULLION FOR VERTICAL ZHLL:_ 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNN OPENIN%mm L ANCHORISUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ...... FORVERn CAPACITY IS MET. .jr_ENS$ SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE ?)IF THE MULLION CAPACITY(LSSfFTI)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT tLBS/FTl FOR THE N0.58705 OPENING,YOU MAY USE T14E-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS z VALUEA LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: LI1 *2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LDWT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION E F *ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS")OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION *ALUMINUM DESIGN MAN UAJ_ADM-2010 PRODUCT ASSEMBLY. C,�> OAISI- 20104 -07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. FL PM58705 DETAIL A: DETAIL B: MULLION o MULLION TO 2X WOOD BUCK MULUON MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR n OR WOOD FRAMING AND PER SUBSTRATE, �Y (OFFSET CLIP SHOWN) `(STANDARD CLIP SHOWN)Y sip SEE SEE TABLES 19.168 ol� E' SEE NOTE t, N 1 j MUWON SHEETt :...- fig+ i I ' I �SEE SHEETS I t [EITHERTHE d I I I 21-23FORHOLE °.d I i CONCRETEORCMU. DISTANCE, JUj NDARDOR .e I LOCATIONS I LESSETMULL o EOGEIP MAYBEDISTANCE oI e EDGE DISTANCE 10.168TALLED BY .d a LSM 1 I� . TFOR W000 I 1 I ANFNCCHOORSSS mQ CF}SAmlHOD scREWS ssa•MAKFOR °°a I 1 SIDE VIEW .. .q ALL MULLIONS d: ° h o O 4 ° STANDAR00 V �C d d EXTERIOR a ! SALLmHB�v 5Ll Z EDGE �' v DISTANCE a FOR Z .a MASONRY a Ed z0 Z N O a THE OFFSET CL IP IS ANCHORS g F O O R£COAitdENDED FOR U) Q $O lir EXTERIOR e d FlN+RA61ED J H $ a WINDOWS,BUT MAY ALSOBEUSEDFOR 4 N 52 OTHER FRAME TYPES. � � Q o 0 z g g y vo TYP.ANCHORTYp.ANCHOR TYP.ANCHOR PERSUBSTRATE, PERSUBSTRATE, 18- n dJll t2 PERSUBSTRATE, SEE TABLES 168 SEE TABLES t&168 SEETABLES 18.10 EDGEIEND Z�;DtSTANCE SUCNS7RIP ---TABLES AND EMSEDMENT BUCKSTRIP 18-168 ATTACHMENT AND EMBEWJENT' } BY OTHERS, SEE NOTE 1. ATTACHMEhtT i -'•r' •.�.• BY OTHERS. �--.-. ��1. SEE NOTE t. .. ... '�:•• SHEET I. '.•,.-. MW 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONTVIEW PRODUCTREVISED as walptyinb with go Fimit9 FRONT VIEW Dodding coda AcceWanlsNo ca P„� DxpitaUnn Data lfp2! INSTALLATION NOTES: Dy 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PAiaud Tsoduat 1111 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\\tittiOe`.{IYNA! ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �,�'��',-•'yicr:NSF'••.F�'( FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. NO 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE)MAD OR FLATHEAD. /2....+ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �-feOF �- 5)FOR MASONRY APPLICATIONS IN MIAMVDADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED .• LORID-, ELCO ULTRACON OR ELCO W S.S.AGGREGATOR MASONRY ANCHORS A.L'S'NNIiM)L Eft;P.E. FL P.E.#58705 DETAIL E: DETAIL C: -1 12S"MBL MULLION TO MULLION ° gy� MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: I:'0 F {U-CLIP) �)MAY HE INSTALLED IN TEE"OR"CROSS o MASONRY STRUCTURE _ w {STANDARD CLIP SHOWN) / t INTERSECTIONS. vABEs � \ ax" 2)MAY BE INSTALLED HORIZONTALLY _ 1 I TVP.ANCHOR (SHOWN)OR VERTICALLY. r` BTANOMDO I 1 PER SUBSTRATE, c N SEE TABLES 18-138L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 3 In OFFSET MULL I 1 TOP VIEW FOR CORRESPONDING MULLION. fn m` 4U CttP MAY BE 1 I t Z co fNSTALLED eY 11 i EDGE DISTANCE MULLION 0 THIS A'ETHOD L 1 y'. PoRHORSMASOVARIES-}.---•-� J I ANCHORS 1112 STEEL.SCREWS. 7 T. SELE•DRRUNG OR PRE-DRU.. fn `lam! MLALtONANDUSESMS Lu m O EXTERIOR dw 4 B MULLION I- Z UD J EDGE DISTANCEe THE OFFSET CLIP IS FORMASONfRY- c a ee RECOMFIN.MENDED FOR z V • ANCHORS •�. .• WINOOWFRAMED LINIERSECT AY IDN ALSOBEUSEDFOR U-GI.P OTHERFRAMETWES. EXTERIOR QT •,f TIP.ANCHOR '.q F- Z r PERSUBSTRATE, q ,Q O Z O SEE TABLES IB•130 ;C'51 O TYP.ANCHOR SEE SHEETS 21.23 FOR 0 mor BUCKSTRtp PERSUBSTRATE, HOLE LOCATIONS JJQ AND SEE TABLES 10430 FRONT VIEW EDGE W ATTACHMENT BYOTHERS, SEE TABLES �a'r" i- Vl fA EMBEDMEtlf', "' cn SEE NOTE i, JB-13B (a -Z Q` b I .:....•,a, ^.,'" •rte y SHEET I. _ a . •-• DISTANCE g a Zm4 SEETABEDGE IES d p'w� MIN 2.7 KSI CONCRETE OR CMU MtN2.7KSICONGRMORCMU IS-138 SIDE VIEW + FRONT VIEW SIDE VIEW DETAIL D: 88 MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP'ANCHOR A ,/�PER SUBSTRATE . ` / SEETABLESIB•f30 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� / SEE SHEETS Qc DUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2t-z3 FOR ns PRODUCT with the FTcxida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE F(71LOWED.REFER TO THE TABLES ON THE HOLE Building Cede FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. `� LOCATIONSAs��, 1fu-8'L{$•b3 �21 3)ANCHOR HEAD TYPE MAY HE PANHEAD,HEXHEAD OR FLATHEAD. MULLION expirAli Date � 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET ' 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED EDGE D `til IYPtN /off ELCOULTRACONORELCOV4"S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN —SEE DISTANCE \�� I ••'•"•414t FRONT VIEW 18 GAA ND GOMPLUJiTWRH THE FL BUILDING f&138 •�`�..•4iGeNSr`'•.�f' CODE.A 2XWOOD BACKER MUST USED. ,�5`.• ••,i{ ATTACHMENT BYOTHERS, EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW ND-68705 NOTES: ry L2 1)FOR 2X WOOD43A.CKED STEEL STUDS.WOOD �� 6OfI 4j ANCHOR VALUES MAY HE USED. iii{`•,•.,FLOR\OP:•'•,�j'~ ` 2)SEE CORRESPONDING MULLION TABLES, �`'iS�j��• �„ ��`� SHEETS 5-20,FOR QUANTITY OF SCREWS. A.il'YNfjllfyl 4LEA P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) I'd . SEE UETAILS A-F 4: SHEETS 2 AND 3 FOR INSTALLATION R:i I 70SPECIFIC 30'OR 4S* ECIFIC SUBSTRATES. BAYMULL - /-MULLION ig 0 0 (1) Z 0 ' 0 0 0 0 0 0 LI -j to n SIDE VIEW ITOP VIEW m Lu SHOMWITHI'X 'X.UV MULLION4 TOP VIEW co Ci J EXTERIORI TYP.ANCHCFt I PERSUBSTRATE, P- 11,11 SEETABLES 158 OR 16B a STANDARD MULLION CUP TYP.ANCHOR I 1 I I MWIFIEDTOFITFEW PER SUBSTRATE, 11 EXTERIOR n CONDITIONS. Z 2 PER MULLION END,MUST BE MULLION INSTALLED INSIDE E OF BAY MULL < CZ W GLECLIP� 6aL PER PER MULLION END, MUST BE INSTALLED 0 INSIDEOFMULL. TYP.ANCHOR cb PER SUBSTRATE. SEE TABLES 113-149 INTOWOODI STEEL.ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR ORMASONRY ALUM,CMU OR MASONRY MODIFIED IN•HELD, EXTERIOR EKTMOR WCE Build' Codo A N. 0 Ex Dm �y 0 ;;Gllo PRODUCT REVISED m complying with sho Florida INTOWOOD,STEEL MjAmcc W-cals-o-A ALUKCMUORI�y EDGE 0 pim"tim DISTANCE PER 13Y ANCHOR Munni rm&ct EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: A vym 4114" NOTES FOR INSTALLATION OPTIONS F: G 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 129-X 2.11-X.125-MULLION. 2)DETAIL G.-SEE TABLES I6-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE N,,58705 LOCATIONS. 2)SEE TABLES 16438 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. c : 3)DETAIL H:SEE TABLES 1513 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE : L!!3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. f: • --Z it XN RWI, FL 58705 TABLE 1A � - Mullion Capacity Table thetft 9 Opening YYldth((orverfca*sparritgmt9ons)orOpening Height(for hof ortalyspatrrrgnvAons) N!i ,cSO N 601n 7019 Sam gain 100In 120 in 1401n 160InRett OAN Thpm-4 RectalgWar Iii dvgy- RedengaI" TMp?dvig. Reclengar Tmpmg, Recisraft Traplld49g.[3T.'l %LAar TmprblanB. P-d-atar TmWfian0. Redvoi Thpndang. RM&ft War Tyoprl-v- 1 X2x.126 Lobdtg Loading Loadng (aadrg Loeding Loadna Loading tuedng Loadng loadingding Loadng Loadep Lowing Lasdng Loading Lowing U*dng Y Mullion s� a g 8 d S N � � � d �126 111.9 108 129.5 332 9J,2 406 115.6 J25 78.9 408 107.6 321 69.8 IOD 104,4 319 62.1 408 101.0 31B 108 t01A 31g 489 100 IOA.O 310 3&9 408 f0/A 319 J5.0 108 t01.a J1946 in 74.9 312 83.8 258 624 312 73A 252 5&5 312 67.0 248 48,0 312 612 248 419 312 61,3 244 312 8t.0 2M 312 312 81.0 241 28.8 312 01.0 244 23.4 312 61.0 244 W.625 to 63.9 281 7&6 234 63.2 26i 81.6 728 +t$.0 281 6&T 224 39.9 285 62.1 222 36.5 284 30.1 220 2M 4A3 219 26.0 261 49.3 219 22.8 281 492 219 20.0 281 49.3 210 UU o 54N 529 247 679 2af 43.0 247 49.8 202 37.6 247 44.8 199 320 247 41.5 195 282 247 39A 194 26.3 247 38.4 193 21,0 247 36.1 193 16.6 247 3&1 193 16.4 241 3&1 103 m C I' m c 606 38.4 200 412 170 320 200 354 168 27A 200 31.5 163 24.0 200 28.0 tea 2t.3 200 27.1 159 18.2 200 25a 187 16,0 200 25.0 158 }_- (0 �_y 636 3&t tat 35.3 155 27.6 tall 30.3 152 2&7 151 2&9 148 2&7 181 24.5 146 t&4 let 72.8 144 16.6 let 21.7 143 7 a 68 N 2&6 165 340 142 24.0 105 25.1 139 20.6 165 23.1 138 t&0 165 21.0 134 Z V 72N 222 139 213 12O 1&5 139 1&B 118 15.9 139 17.6 116 w �}1 N T8N i&9 f2S 1&? 109 26,7 126 56.8 107 � r 786 17.5 116 1112 104 J r'• r Z 7 Q o1 p TABLE 18ANCHOR CAPACITY ADJUSTMENT FORMULA: Ia-, ? p Aftn orCepecity Table 6a pt0r ANCHOR CAP.,,,� 3 SubaOola 27k CamMe 15k CMc. Ham CMU Fled dAU Pi Wood MINI (D-)X rl )=ANCHOR CAP.,,,, tri 5+16'Eka 1M'SS Eka 5136'Elco 114'SS Eko 010 Stein 612 Slee) 112 Steel MULLION CAP.,,•,,,,,. 111 Ancharlyps 3tt8'EicoWtmcon 114'FIc4 t0uscm 3t18•Ekot50xon fra•Eka tRbxm x � AnchorCtlpPatleMe tg6xon AOt9eSatar U81ewn AOareGator sorew(05)Suew(05) Scte6r(05) USE THIS FORMULA T0OBTAIN THE'ANCHOR C', V) (J) Ed0o tlfatencelint r z tre I• I 2-Ire 3-Vlr r 2-trr 1' 2-trr r 3.118• r 0.48• IM. 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U x Q 3r Embedment m 1314' 1-314' 1314' 1 1.314' r 1.114• 14W 1.114• 1-114• 1414• 144 r 1318' 1.378• w106 ACTUAL PRESSURE REQUIREMENT FOR THE 2AnatarsQ4.7Y MY4.O.QlSWndardar06se1 Clip(Ftg.17 39a g. ago bs 45om 890lbs 10441ba 270lbs leo ibs 354 ibs 740 ka 37a tca 684 ws 946 ba 341 ks 4421ba 560th OP£NMG,WHEN IT IS LOWER THAN THE MULLION D.=r Zw0 to 4 Amhom0IAT MN O.C,l8lndad(oro5sa0 dip ft.2k 480In% T00bs WA WA WA WA 38003 WA WA WA WA WA 662 in 885th 112obs CAPACITY(FROM THE TABLE)OF THE SELECTED �$ o lx 4 Anclom Q rkin.O.C.1(2)beAn&ORM I ft 3k 780bs 780 b.1 SlXft 1567 ft 1896 ba 540 V. 560@8 WA 760 ft 748160 660 ft 1692 gn 682 ft N5 lbs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR $ 11 2 Andra.a OAF Mst QC.I UOIA bdo.1251 Alum.(F'g,4y. WA WA WA WA WA WA WA WA WA WA WA WA WA RtA 755 Ms CAPACITY WHICH MAY BE USED TO QUALIFY 5 � 1 Ancrod FC4P(Flg-5): 195 bs 105 bs 225 bs 445 bs 822Ibs 135 bs 140 Its 1 177 On 370 tbs 187165 332lbs 473 6n 1701bs 221 Iba 280 th ADDITIONAL ANCHOR OPTIONS FROM THE 2 A9crora�l.fY M6,13Cl F-CleflUAYI 2400. 350@0 WA WA WA WA 190 WA WA I WA I WA WA Sat ba 4427h1 56ORM IANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1 -``��''-''11�{{� �FIIGGU-RE 2: -�^-� TABLE NOTES: _._! L_.. •-._._.._� PRODUCT RGVISED . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. as complying wilh the FlCAb SEE SHEETS 2-4 FOR GENERAL INSTALIATlON METHODS. � 1•ppp• �. Building Codd Accepllgl N .p 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, r '_. �0 I FIGURE 3: Iy gy 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mtemi OPealud HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.Opp• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I! ANGLE CIDP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FlLtPD L •125' `\��&. LYNN g(J. FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED r /�`i•,•• CENSt; YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I �`= ••.3j ;• THICK EASTASTEEL THICKSTUDS TOBEA ALL ORS INTO METALSHALL3 AND.04V ICTENDATL LEAST CREWTHREACTURAL l.IOBEND YXYX.t25•MULLION = - 58705 LEAST.125"1HICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1yo ♦ THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S-OR 410 S.S. ;J gI SF OF = �1 � .�`•.FLomOs':•' Cg A.Lh71VM14@R`p�E. FL P.E.#58705 TABLE 2A Manton Capacity Table s]W) t LR+ Opening Wldth(forverdcally-sparW muMons)orOpening Helght(for hodwMally-spnmlrgmUUons) n 2S ^7 60 In 60 to 70 In win goon loom 120 to MO in r6B in 11 k 0 Realnroutar Itrolntag. R4ctan2tW Tr4pTdang. Roalagutar Ttap'Tdaro. RedagiWw Tteprrdag. RftWWlaz TMPIT4aro. RedergNar T.Wd n& Rectagufet TM#Tdag, Rectuoula Tnplm4ro. R-Wogut. DWTdug 4 7 x2x.375 Loadbg LoaAtro tmmng9 Loafig te-ft Loafing aLoalSrg Lcading Loadtro Lo0drg Loafing `twAra Loadiro Loadkg Lea BnB taa3ng toadtro Loading AtMullion s tf S d fl [7 � t9 tD N s s z � � 42 In 1700 620 Ilea 435 151.3 662 170.0 478 129.7 602 170.0 508 113.01 662 1160.6 BIB 100.9 682 108.9 517 8n8 662 168,9 517 76.7 65.2 168.9 517IN.612 leas 517 6&7 662 18&9 617 d h 40 In 121.6 607 13&0 410 101.4 507 Yt&2 4tO 88.9 507 10&7 403 7&0 Liar 1026 399 67,6 50'7 99.6 397 60.8 607 09.0 390 s&7 607 99.0 39807 99.0 390 38.0 507 99.0 396 600251a 1037 458 114.6 310 e&4 450 999 371 741 458 905 364 8LB 456 84.8 360 57,6 456 81.3 857 61.8 466 Sao 358 43,2 456 80.0 35658 80.0 358 324 456 80.0 358 w 541n 854 400 93.3 336 71.2 400 80.9 We 61.0 400 727 322 63.4 400 67.3 318 47.5 400 61.0 316 427 400 623 314 356 400 6Y.8 313400 Bt.8 313 26.7 400 61.6 313 LU O� 0 6061 629 322 6&9tt281.45�4 324 67,5 270 44.5. 324 512 264 3ao 324 4&0 200 34.6 324 43.9 251 31.1 324 420 255 26.0 324 40.5 25324 405 253 1&5 324 40.5 253 03 [7) 831n 638 204 57.4 294 49.2 248 3&4 281 436 241 338 294 39.8 237 1'&9 284 37.1 234 2B.B 294 3S2 732 224 294 315 23094 33A 230 1&8 204 33.4 230 661n 4&8 266 49.6 268 424 725 33.4 268 37.5 721 292 268 341 218 28.0 268 31.8 215 23.4 268 29.8 212 195 268 Me 21058 27.7 298 14.6 268 27.7 209ZMtn 3&0 225 37.9 225 322 191 25.7 225 28.4 188 225 225 256 185 2&O 225 23.6 182 1&0 225 221 ISO 15.0 225 20.3 17725 1&6 178 11.3 225 19.6 178 76In 306 272 3205 202 21,2 173 21,9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 185 153 202 18.4 153 128 202 107 15002 15.8 155 9.62021&S 1587BIn 2&3 702 28.0 192 251 185 202 102 220 162 17.7 702 19.7 1SB 15.7 182 18.1 157 YL2 192 i&B 15S 17,8 19215.2 152192 144 150 8.9 192 14.2 150 Q r er 8061 1&5 144 Y&0 144 1&1 12BNh15.2 127 158 FZQ- z dO TABLE 28 An horCupwity Table(ft ANCHOR CAPACITY ADJUSTMENT FORMULA; W co �or ANCHORCAP.,m:_ W X Subslr4lo: 21k Car�pla 3.5k Care. HotlaM CMU Filed CMU PT Wand Mete] (D1;�,}X }=ANCHOR CAP.,,, `� X 5ti6•Eko 114•SSETce 6r1C Eko 1M'SSEko YI09toH 012 SIM 012 S1e81 MULUIN CAP.,,e,.,_ X N Anchor Typo: 3ttb`E1ao U2reea1 tl4'Ekot6treeon 3110*151w lMlpwn VV M, Unreean ARChorCOpPnttOme Unocal AggrtKiata tOkScon AgpeGela some{GS}Samv(G5) Sarex(G5) USETHtSFORMULATOOBTAiNTNE•ANCHOR � Q O Edgeohterwe0nt vV0. 4W r 2Yrr 3-V8' r aur 1' 2-trr r 3.110' r 0.48• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDINGTOAN a r z (n Embedment But 1-3+4• .V14r 1-314• r 1.774• t-V4• 1-114' 1-tri• 1-V4• t•1r4• r 7378• I-w tarn ACTUAL PRESSURE REQUIREMENT FOR THE 2Arob-04.75•Min.O,C.I8Mndvd"umt Cup(Fig.1T 3906. W ms 690 m3 1644 e. 270 We 280]113 394lbe 740Ms 374 ore 6041ba 9! Ibs 341 mo 4420,3 560]113 OPENING,WHEN IT IS LOWER THANTHE MULLION 4Anahon 0I.IVMh 0.C.t 3tandad("Offset)C9p(FV.2t 480 W8WA WA WA WA 3801%3 WA NIA WA WA WA 682 ft 6&SIbS 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED4Awbom @ 3.6X10.¢r M21sAn9]aay.1(Fip.31: 780 bsw ms 1560 ms 488s WS 640 ms 560 ms WA 760Iba 746 ms 880 ws 1692 9. 682a. 865Ids 1120 a. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Mcb-a BAYKm.O.C.IUQip,]Mo.125 Attw.tFfa.47 WAWA WA WA WA WA WA N01 IBA 1VA WA WA WA 7SSra3 CAPACITY WHICH MAY BE USED TO QUALIFY 1Amha/Fa1 ILS>: 105 ma5153 4459,3 3227113 135 m5 140153 mIW 3ratar reltm 332]ea 473tba 1709. 221 lbs 280]bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctas 1.TV Min.O.CJSCUp0146}: 240753WA WA WA WA 180Ib5 WA NIA WA I WA WA 3118. 442Ib5 I 5891ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: TABLE NOTES: rRODUCTREViSBD as complying wilb Om Fields �� ` • {' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Cod° •_ �? SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A-PtanceNo /lD4DDI�✓1+'!L+ Expiralion Date 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By FIGURE Mimi Fra tl WM 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,000• III I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��tit Cy{LYNA!21 77777 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED [Li-, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SWILL BE PRESSURE-TREATED 7� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ( _ No.58705 ®* THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X r X.375'MULUON LEAST.126'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. =;A0 g F� Al- 0 A LINN MIhhE),P.E. FL P.E.#533705 TABLE 3A Mullion Cq"cW Table lbon 7 of Opening Wltlth(for vef5caly-spatrning nitCon9)er Opontng HoIght(tor holimNatly spanning mdGons) 3 501n 60 in 1014 801n 90 to 700th 120In 140h 180h It 1X27bx Reotw+pdw TWIltwo, fiech - Tmpndam Reclanpufat DWITIang. waangaw Tnprldaop. Rectangular TFapndong. Racwvular Tnplydonp. w- Aar 7rapnAw. Rnc1w- Trow-m ltactmadw Tiapr)ddna. ¢'d ,375AImn. Loading Laeaag (matq (a"n9 Loaamg Loaanp I-eaanp Uaang Loading Loading toaanp I.anans lvemw Luang Loaag t.4aaap I-" coadny 8�a Tube 4.. .� J it .•. i f 9 -f � MtilOon 1�$ t T$�r 1i$ t$ g $ � 1 fit, 8 t, 1, it 11 �d a �g_ •$dig a 9 1 a T¢ g �i 1$� �y dB � dd d d d7K dK E dK 2 dK � $' 24 o: 1l. 11 g a� � 1 421 1 1 421. 170,0 620 170.0 435 170.0 744 170.0 478 Woo 660 170.0 SOB 110.0 992 170.0 510 170.0 tits 1700 621 170.0 1240 170.0 521 148.7 1301 170.0 621 127.6 1301 170.0 621 111.6 1301 170.0 521 0 F 40 to 170.0 708 1700 624 tM0 4150 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 IS1.9 1139 t7C;0 377 139.9 1139 170.0 860 113.9 t1391170.0 680 97.8 1139 170.0 680 85.4 1139 170.0 We � _ 50.62674 170.0 747 7700 $83 170.0 6970 1700 831 187.6 1032 170.0 604 140.8 1032 170.0 723 130.5 1032 170.0 741 117.4 1032 720.0 756 979 1032 170.0 756 83.0 1032 170.0 758 734 4032 170.0 758 2 Jr U) 7 p 511. 110.0 797 170.0 612 161.3 007 170.0 601 1382 907 164.7 730 120.0 807 162.5 720 107.5 907 145.0 714 94S 907 141.1 710 806 901 U0.0 709 69.1 007 We 709 60.6 nor 140.0 709 � b � 801n 141.1 735 i51.5 625 117.6 735 1303 Sit 100.8 735 1189 699 86.2 735 1062 590 78.4 735 99.6 583 74S 735 05,1 576 68.8 735 91.8 574 50,4 735 81.8 ST4 44,1 235 91.8 574 M J 63 in 1219 JIM 1300 $70 lot.8 BBS 111.5 657 87.0 668 909 547 762 1568 90,1 Sas 017 888 83.8 531 Me 660 79.8 628 50.8 66S 769 621 43.5 666 75.8 521 30.1 666 759 621 ,S` 4A J f.c 6614 108.0 607 1124 522 66.3 4102 96.1 311 73,7 807 85,0 601 68.2 607 77.f 493 560 607 71.5 466 53.0 801 67.8 461 442 807 03.4 476 37.8 807 62.7 474 33.1 807 82.7 474 Z W 721. 411.8 610 85.6 443 600 516 73.0 +tai 58.3 t0 64.3 426 St.0 610 67.9 418 45A 510 53.3 413 40.8 610 50.0 406 34-0 610 459 402 2" 510 44A 399 25.5 510 44.3 399 2 (0. 78h BBA 458 72.6 400 67.8 458 81.7 392 40.6 458 64,1 385 43.4 458 48.8 '378 38.8 456 44.0 373 34,2 455 41.6 368 28.8 450 47.1 382 24.8 468 36.0 159 21.7 450 35.7 358 J Z 78h 842 435 01.0 381 53.5 435 56.8 373 45,9 435 40.5 3% 40.1 435 44.7 360 35.7 435 40.9 355 32,1 435 39,1 351 26.6 435 34A 344 22,9 435 32.a 341 20,1 435 322 310 00 In 419 327 43A 290 34.0 327 36.4 285 299 322 31.6 280 28.1 327 28.3 275 232 327 25.7 2Ti 209 327 23.7 266 17.4 322 21.0 262 14,9 327 19.3 218 Z N a 06 In 34A 207 35.4 257 207 287 209 252 24,6 287 28.0 245 21.5 207 23.1 244 19.4 287 209 240 17.2 207 19.3 237 14A 2117 169 232 I- M AZ � O ?O . 1081. 242 227 2I., 205 202 227 20.6 201 17,3 227 16,0 198 141 7 18. 195 x ;1- III a 17th 22,3 215 22.7 194 18.8 21S 18.1 tot 159 215 116.6 tS8 w 1201. 179 184 17.9 161 L2: (4 Y Y TABLE 311 X ' rn ANCHOR CAPACITY ADJUSTMENT FORMULA: d 2� y N Anchor Capacity Tabs bS ANCHORCAP.,,„,,,", 3 �€•L7 SnAskalo: 2lk Conuele 3.5k Cane. HoloxlAlU Filed CMU PTWoW Mew (D P,)Xt )=ANCHOR CAP-,,,., - E� Ancfw7Yw 3146'Eko l46acon 71Y Elco t65aem St16' 31ta EcotAbacan WricoMacon 1WSo Eko Srta Eton 114.35 ETco 870 Sten! 112 Steel Bt2 SIM MUWON CAP.,d,,,�, o 12"4 - AnehorCOpPelleme tAeaan AOpm(ielw U4raa4n ApOreWtar St" 112 SP5) Swc1dm USE THIS FORMULA TO OBTAIN THE*ANCHOR Edo.fktance 6nk 1• 2-72 1• 1 2-12 3.1161 t' 2-12' s I 2.12 r 3-110' r 0.48• 0.64• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment ), tau• 1<V4' 14T4• tars Y 1-114" i-Im alrr 1 1410 MA' 144 r lata 14W mdea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctars444.7S Men.O.C.73terMad orOSset Ok+fffO.TT 390 h, 390ma 4501bs 1490 m. 16441. 270 m3 230 tb3 354 m3 F 740 On 374 Me 6041b, my" 341169 4421b. 5Xb, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amba3 @ Li6'Mi..O.Q I SW,"d(%OSsel)C8p fFg,2I, 400163 700 lbs WA WA WA WA 380 f5, WA WA WA WA WA 602165 885 fes 1t2o m, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anclw$03•Mm-O.C.10)WArde C0p3 I(ngp 3): 700M 780M 660 to 15Wfbs 18960, 5400. 560 f63 WA 7600, 748 m3 880 The 18921bs 6021W 885fm wom3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arohor3®0.45•Min,O.0.7tttlip,mto.125'Axxn,iFf9.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715%3 CAPACITY WHICH MAY BE USED TO QUALIFY tArcmrrF-eBp(Fb.ST 195 195ne 2259xi 445 m3 822 r 135 m. 1401b3 177 w33Toms fe7roe 3321b9 473 w3 17009 22140 26003 ADDITIONAL ANCHOR OPTIONS FROM THE 2A4ch-Qt.15'Mh.O.CJF42i f1as 24DW 350153 WA WA WA WA M190IW WA WA WA WA WA 677118 442 ms 580ms ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. flRODULT REVISED u complying wilh dw Lludd u Building Coda FIGURE 1: FIGURE 2TABLE NOTES: Ampian0e 7Vo j�O't? I$•G�' - 1.000' Expiration Date rfAr�i) ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i da Product CboL 6i FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYNr%f 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.750` �'tt:'•y1GENSF`•-�F.js HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. No.08705 =• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 5: CONCRETE,BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED 375• {),• YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5053.25 AND BE A MINIMUM OF.125" 1�.(�. (QQQ� & THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT fi�•.-` �� U._.41_� LEAST.125"THICK AND A3S.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 276•X.375 MULLION %T�'•.F(ORIDP 0 THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. Q LYNf� ft�y4BR,P.E. /r FL F:)E: 58705 TABLE 4A W � Mullion Capsofty Table sfR OponingWidth(for vertically-sparri mtAlons)orOpmtnpHaight(for torimntaitspamllli lrgmons) c! 501n 60 In 701n Goin $gin 1001n 5201n 1401n isoin o 1 x 2.78 X Ractart9dar 7roptTdma, RecSetg8laz Trepti'de�. Roctongdnr Tia}JiNma, Roctnryptu TraWTllang. Ractenauter T74(f7dmg. Redmtg4nr Iftewdnq. tioetmatdar T1 +7tiona. Rsahu uol f T1apRdanp. Rxtmydw TrWT*u$. 11 .650 Alum. W4dng l�tp Loadng Loadng Loadtq Loadng Lmdttg Loadna Loading LoodOa Loadno Loading Laft Loadng L.&II Loadng Loedlg Lmdi l AY Tube z 2^ a 2 r a a a q_n # a$ a a za_ g _ }yg _ z aB_ a_ ggr _ a_ 4 d Mutllon d r c3� s s re v` c3 B t5 t3 �' ti i - 6 >6' N 1119 18 ,1z fn 4211 170.0 020 170.0 435 170.0 744 5740 478 170.0 Me 170.0 Sot 170.ol 992 170.0 SS9 1700 f110 170.0 521 170.0 1210 170.4 525 170.0 1458 570.0 521 158.7 5820 170.0 521 138.8 1920 170.0 521 4 W 1811 1700 708 170.0 514 170.0 850 1700 584 170.0 992 1709 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 080 141.7 1417 170.0 690 121,5 107 170.0 880 100.3 1417 170.0 600 x } 50541, 170.0 747 1700 563 170.0 898 f70.0 831 170.0 5049 1706 684 1769 110511700 723 1628 5288 170.0 Til 146.3 1280 1700 756 121.9 128@ 170.0 758 704.5 5288 570.0 7So 914 1258 1709 750 Op" 0 54 h 170.0 707 170.0 012 170.0 958 1709 691 570.0 1118 1709 754 150.7 4130 170.0 SW 1339 1130 170.0 G17 1208 1130 1740 1150 SODS 1130 170.0 801 88.1 1130 170. SBi 75.3 1130 110.0 801 m M h 60 t. 170.0 805 170.0 701 i445 915 1623 761 125.5 915 144.5 746 1009 $I5 132,3 735 97.6 016 123.9 726 87,9 915 119.5 720 732 915 114.4 715 02.8 m5 114.4 715 519 916 111.4 715 h i0 J J 83N 151.8 830 181,9 710 1245 830 138.0 891 108.5 630 1312 081 94.9 830 1122 UTD $4.4 830 104.6 602 75,0 830 "A 658 633 830 84.5 84a S4.2 830 94.1 640 47A 830 94.1 Big ae In 132-, 757 140.0 850 110.0 757 119.8 638 114.3 757 105.9 624 075 757 00.1 614 73.4 757 S9.1 608 66.0 757 842 000 65.0 757 79.0 593 47.2 757 782 591 41.3 757 782 591 Z Ul j 72 In 101.7 036 100.8 552 84.8 838 $t. 540 777 830 50,1 530 03.6 030 722 521 50.5 630 60.5 514 60. 018 673 SW 424 818 572 500 38.3 639 55.3 467 31.8 630 55,2 497 = W 781n 6" 511 00.4 408 775 671 780 468 6, 571 67# 478 54.1 575 60.8 471 48.0 571 SS-6 464 43,2 671 51.8 459 36.0 571 47.0 451 30.8 STS 449 447 27.0 571 44,5 446 � Z � ¢ �n r- v 7841 80,0 SR 83.4 474 647 542 706 485 57J 542 821 456 S40 542 f 55.7 449 44.4 542 51.0 442 40.0 642 47S 437 332 542 428 429 269 542 40.6 425 2$.0 $42 40.5 471 {- N C 90 In 52.1 407 53.7 361 43.4 4W 45.4 355 372 407 30.6 349 325 407 35.3 313 21LO 407 32.1 330 29,0 401 296 314 21.7 407 20.1 327 100 407 21,1 322 16.3 407 23.0 318 Q to Z e' 981n 429 155 4f.t 326 350 358 372 111 30,7 156 12.1 309 26,8 359 28.8co 304 23.8 35(1 29.! 300 21,5 358 24.0 296 179 358 219 289 15,3 358 10.2 284 (/} 1'C to to 108 in 34t 203 30.5 255 25,5 283 259 251 21.5 281 22.6 247 We 283 19.9 244 10.7 293 100 240 55,1 211 18.5 237 x lti N 27.8 267 20.3 242 23.1 267 27.8 236 108 20 20,6 235 17,3 287 157 231 5.1 261 16S 278 Q' f- 1 Y 120 to 220 229 22.3 209 111.3 220 184 205 i5.7 220 182 202 f' xdao TABLE 4B _-� ANCHOR CAPACITY ADJUSTMENT FORMULA, 0 $ ��`.� AnehorCa acI Table Obs) �,^-' Sobaink. 774 Caenia 354 a.m. }foIIow CMU road CMU PTWood Ma1a1 {D P,)X(ANCHOR CAP.,,",,,., AM CAP.,,, @SAM Anclurlype 3116'Eko Nnecm 114`Elco Uitfecm 3110'Elco 3118•Ek.lnIn cm 1N•Eko URMan Ile SS Etc.5118•Elco 114'SS Fie. 410 Steel 012 Steel 812 Sled \MULLION CAP.,p,,,� AOchOrCftpPatWma tn0am AagvUor Ulnecm ApgeGoltr Seav(65)scmrr(W) Sc"(G5) USETHIS FORMULA TOOBTAIN THE*ANCHOR Edea(Mance(in): r 2.12" /' 2.12 3.116' i" 2-i2- I- I 2-Ur r 3116' r 0.46' 0.54* 6.324' CAPACITY REQUiRED*CORRESPONDINGTO AN Embedment k 1.374' 5.314' 1.3V4' I-4' r I-114• MAI' 1.174' 1-114• 1-114' 1.114• r 1J1a' 1.316• +edea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancbots@4,75'Min.O.C.I StobdoId ar Oftel Up(F19.17 190 ms3901Ds 5ow3 asoma 1644 mt 2700. 260 rod 354 m3 7aDm3 374 i5s tgrlb3 946 m3 341 roe 442 m3 %0 Ins OPENING,WHEN IT IS LOWER THAN THE MULLION 4AA.hm@1jr Min,O.C.I$Iwldard(orofse6 Cfp fig.27 460 mt 70D ft WA WA WA WA 3w ma WA WA WA WA WA Bez lb. 6651 112oms CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctnm�9•Min.O.C./f2)745Atglo Wpsl(FIa.3k 780 ms 780Ibs 680 fW 15W lbs 10900. 540 ma 560 mt WA 760M 748 mt BMWs 1892 tat 682 As i120ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anc1arm 00A5'AUn.O.Q t UCOp,Into.12"'Akun.(FIa.47 WA WA WA WA WA WA WA WA WA WA WA WA WA 7151b. CAPACITY WHICH MAY BE USED TO QUALIFY I AnUgr/FC1'n(Fr9.5k f9Sma i85tbs 225 ft 445tbs. 972 bs 135 m3 140 ms 177M 370ms 18)tba 332 47301& 170 tbs 221 P. 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anetrore�1,/5'MM.O.CJ F411p 010.4. 240W 350ms WA WA WA WA 190 lbs WA WA WA N WA 3411bs 4421bs SOOPos ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED .s complying with tbo FTo4584 FIGURE I: FIGURE 2: TABLE NOTES: Bo(1d(ngCede _,b2j6.c Acceptanoa No --' 1.000" �--- B3pimlioODale (207 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ��(('' By SEE SHEETS 2.4FOR GENERAL INSTALLATION METHODS. Mi \tder EA � t 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 41GFNSS'•.. a if HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 't'' t.o.50705 f ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS•HOLLOW AND GROUT-FILLED / CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED 850" "-D -_a 1r6 'I FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF.125' �' q(-OF ;'2(1�: * THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045`THICK(IB GAUGE),STRUCTURAL STEEL TO BEATFCORIOA,. LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650`MULLION '1N�s� ........ �- \ i� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE S7EEL,18.8 SS.OR 410 S.S. �'ij 91 NA, 4s. 1+lrylltitat A.LYNN MILLER,P.E. FL P.E.#68706 TABLE 5A Mulgon CaPitally Tab?*tftfie) Oponing Width((or wed Gca* spe drg mairtorts)or Opimlnq HdiOht(forhojizx*a*sp9 mthorls) solo 50 in 70 In to in 00 In too in 120 in 140fn too In RIWWVAU Tf9P8d&V. Rowndw"ll- WPMIWV. Rftlkaq&MV TWTdo(. fftctNWw T.Wdoaa. R-IwVft ftWrd%V FtedeVior Toprang- pw w T_n, RactanldaTwIlylar4 RectonvalhpadwI;4 d ilx3.125"x Loadv Loader tLooft Lo Lmdog Loadbil Loodiull Loaft Loaft Loadnil Lwdng Load.9 Loader Loafto Waving Loa&v Lodno .50V'Alum z. Tube Mull z z Qin 170.01 M 170.0 4n 170.01 '144 170,0 470 170.0 W 170.0 Me.17041 170.0 519 170.0 1116 170-0 521 170.0 1240,170.0 521 170,0 14M 170.0 521 170.0 1735 170 .4 IN2 170.0521 0 .0 621 Ir 54 11 48 kk 170.0 706 170.0 524 17&0 850 170.0 5" 170,0 992 170.0 630 170.01 11331170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 57_7 1577 170.0 650 135.1 IM? 170,0 61NO - 116.2 1571 170.0 680 X 50.Mln 170.0 747 170,0 563 V&D NO Wlyti 631 170.0 Im 170.0 ON vilof ties[i7o.of rzy 170.01 IM 170.0 747 170.0 Hill 170.8 75A t41.7 1495 1710 1 756 1121.611496 170.0 750 IOU 1495 170.0 750 (1) LU 0- -ii). T70.0� 07 VAO 612 170.0 9W 170.0 e91 170o .1116 170.0 754 170.0 1276 170.0 803 1 1 1401 170.0 M? 149.5 1401 170.0 (Iso 124.6 Will 170.0 1 801 Mll Hot 170.0 861 93.4 1401 170.0 881 f0 H 601n 170,0 $85 170.0 7of 170,0 1003 170.0 797 150.6 1156 l7ol) M 138J 1156 167.0 M 123.3 1150 156.5 817 111.0 1158 140.7 010 9Z5 1156 144.5 w3 7a.3 ii5a 144.5 ak4 i158 144.5 003 830y IMO 930 170.0 745 15&6 1049 170A OW 137.0 10491 156.5 WO 119.8 1049 141.7 W 108.5 1049 UZO 6M WO %40 125.5 - _j ON 79.9 1048 IM WO %5 1049 110.9 sul 69.9 t449 11" 19 pA f. 60 111 16&6 V6 170.0 lag 2 139.0 055 151.31 am 119.11 955 133.7 708 104.2 05 12t.4 775 9" 955 112.0 M 83A e$S 10%41 757 09.5 955 09.8 740 W.0 qsS 9&1 746 52.t W 98.7 746 2 IL 72h 126.5 003 134.9 697 107.01 BW 1114.9 662 91A 1 903 101.1 070 %3 SM 91.2 - - 859 71.4 603 53.0 Off) 64.2 $W 711A 442 63.5 am 72.2 632 45.9 603 69.0 OU 40.1 503 1 59.7 1 627 (a/)8 0 A. fts 0J 05 663 M ,765 M M7 721 1 70.1 1 SW 540 721 0&4 579 455 W 594 5a 390 721 50.6 5U 34A M W.1 50 _j J__ 7819 109.2 72t 114.1 an qj�o 1 721 1 07.0 oul mo J21 06.1 7844 101.0 684 105.0 50 B421 684 69A 557 72-2 6% 70A 570 03A W4 70.4 667 W.1 1 6H 64A We %5 W4 %q 551 4Z1 6" 64.1 541 35.1 5" 51.3 538 31.6 ON 60.0 534 1-- go h $14 67.9 10 458 54.8 $14 57.3 446 47.0 514 50.0 440 41A $14 44.6 433 38.5 514 40.6 $14 31.3 42'1 27.4 514 33 0 41Z W 514 A 400 ZU 514 29.0 403 79 O 63' 0',3 '00 1. ]-4 [14.1 4 1 10411 J1113 o_ 9 a' '41 4 132 011.2 _I "o 3.6 21 'A I- ps In 2 452 55.7 404 45.2 452 47A 396 3IL? 452 j-'� 452 30.3 40.9 11I.-al . 390 J33,91452 X4 384 30A 4 3" 373 2Z6 452 2U 3a5 10.4 452 4,2 358 16.9 4= 2U x jjo .2 111 it IOB In 3&1 39 38.9 = 31.7 357132.7 317 27.2 35T 20.4 ]312 23,8 357 25.2 303 21.1 357 2Z7 1;�O 131 8 2W 15.9 357 18.0 293 110 357 02 287 1 Le 357 15.0 283 in ; ; T E: - . w rX ill In al 338 1 35,11 308 29.2 335 30.1 3011 2&0 338 20.1 286 21.0 338 23.1 292 19.5 338 20.0 'o.0 _i84 14LO 336 18.5 278 52 12.6 338 t%d 273 ita am i1a 269 120in V.7 289 it. W 7iTl 289 23.7 259 10.8 2M 20.5 M6 17.3 289 1&1 252 1&4 M -F$3- 249 13.9 289 Itil 248 114 28a IZ8 - a9 --- 11.4 238 67 280 f0A 232 < <L 0 TABLE SB An harCavecitif Toble(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA.- ( 1 2 1.-�6 0 CAP._ SutaSatd 23k Comme askCmc.I "arrow emu Fiftdcmu PTWmd Jx I mesa I (DFL)X I ANCHOR =ANCHORCAP._ AnchwTypa 3fteFJwtMrx- It's,M 01tecon 5"6 Elco 1 3116.Ele U11mon 114,EkoUfl`3cn 114*55Etoj6fI6'Eko VrSSEIco 910SIM #h2S- M2 steel- %MULLION CAP._/ AnchorCllp Patterns - ultracon - AggreGalor IlLwan AllgraGdor screw(05)Screw(G� Screw(GS) USE THIS FORMULA TO OBTAIN 7HEANCHOR EdgellstanceQn) 1- 2-117 1� Z-'UZ 3-iff 1 r I 2-vr i, 1 2" MAr' 21 0.48' 05C 0.327 CAPACITY REQUIRED'CORRESPONDING TO AN 1114" IV41 Z' I-ve 1 I-vr MW I i.lfr 1414' 1-1/4- r i-Ta- tare- wades ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchM @-1.78'Nn QC.I 4%010% ON to 16uros z7oms 28D R's GO; 0620 341ts �40os ��ts OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anchm 0 1.1w Mkt 0Q 1 MofKbof(wDfW)Cgp(RD 27 400 IbS 7001bs 141A WA NIA NIA 38oft NIA I WA NIA WA WA 68210% BeS Re 11203% CAPACITY(FROM THE TABLE)OF THE SELECTED I 4AMhor a 3'Mhw.O.C.1 M2t5AM*CUP$I(fla 4 780 Ms ?Wft 6WMS 15M ft INSM 54DIbSBD s C.,U NIA I Molts 748 Coo 8100% 189290 CUM$ Mom Mots MULLION.IT WILL YIELD A MINIMUM ANCHOR (Fig 4YI WAWA NIA NIA NIA WA_ NA F_WA NIA WA WA "A WA 107396 CAPACITY WHICH MAY BE USED TO QUALIFY S 1052s 225 Jos 445 IDS 1122 ibs _1353_5 �ftjff_jb�_S $70' jLgoa 332 ms I nt Its gems ADDITIONAL ANCHOR OPTIONS FROM THE jg�lm W_ WA al. 2ATKWa@i.1.TNa0.0JF-C.Vp0(lRI 24O l0% 1-350ths NIA WA NIA WA WA 4088 1 560 to ANCHOR CAPACITYTABUE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED m complying with Cho FlInift h1.000'+-! fltuldi.gCadc FIGURE 1: FIGURE 2: TABLE NOTES: ALccptanco 1Vo M-0.3 178111.01 Dale • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dada 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3. 3.1261 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • N4.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C&90.WOOD SHALL BE PRESSURE-TREATED -a FIGURE 4: FIGURE 6: FIGURE 6: _T YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-175 AND BEA MINIMUM OF.126" THICK STEEL STUDS BE A MINIMUM GRADE 33 AND.0 TO 4V THICK(le GAUGE).STRUCTURAL STEEL TO BE AT 1"X3.l25'X.S'MULUON • S'f X(E C) LEAST.125"THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND Ill VF MULLION) • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LYR... E E. FL P.E.#56705 TABLE 6A Mullion Capacity Table(tbsi}tr} w , OpeningWidth(for Lefgcaeyspaf94rgIntflons)orOpaningHeight(for hoffzontey-speningrndUons) C �+ 606 so In 701n so In OO In 1006 IN in J40 In 7606 ReUenadar 44p7di3p. ReaU Wm IRWTAnga &*}Mang. Puf*tar Tlaptrdaa. R-t-vAer Thpt'rdag. I4edmgd4r Tmprrdang Re954naWW TrWTdmv. RedaVda 114prilim, Rw-fpI r Ttspt7deng. 1X4%.126 Lwadllp Loadlp L.wdng Loafing Loading L-dng L4adng Loafing InOft Wadrp L ft Loafing L adng Lo4,1n9 1.94,132 L-fto ioedng Loafing >< Nur4l.Tube a � F4 ss d Mullion z @h 170.0 SM IMP NS 170.0 744 170.0 478 170.0 see 17MO 500 170.0 902 170.0 619 170.0 1116 170.0 621 1$,0 t240 170.0 521 170.0 1468 170,0 521 145.0 1469 170.0 521 127.0 1469 170.0 621 Q 486 170.0 706 170.0 624 170.0 850 1$.0 584 170.0 092 170,0 030 170.0 1133 170.0 661 170.0 t273 170.0 877 150,3 1303 170.0 860 130.3 1303 170.0 ON itf.7 1303 170A ON 07.7 130.1 17MO 660 MCISIn 170.6 747 1760 683 1$.0 598 170.0 611 170.0 1046 170.0 ON 170.0 1195 110.0 723 15&1 1235 170.0 747 140.6 1235 1704 750 117.1 IZ35 t76O 766 SM41 1236 1$.0 706 67.6 1236 170.0 758 '7 0 646 170.0 797 170.0 812 170.0 950 170.0 091 170.0 1110 170.0 764 IMA 1158 170.0 80.1 1372 1166 170.0 83T 123.6 1158 170.0 056 1029 Me 170,0 861 88.2 1158 1$.0 651 772 1166 170.0 051 � � � 60in 170.0 885 170.0 701 166.7 1012 170.0 797 1429 1012 161.1 832 125.1 1042 145.7 GO 1tl2 1012 136A 001 100.0 1042 130.2 79f 03.4 1042 125.1 782 71.5 1042 125.1 782 623 1042 125.1 782 � W J 636 1700 930 1$.0 745 1512 992 163.8 gig 1294 9452 144.4 709 113.4 9'92 131.0 7112 f00.a 092 IIIA 768 00.7 992 tKII 768 73A 992 106.4 745 84A 992 108.0 744 50.7 092 IOU 744 606 165A 047 170.0 189 1373 947 146.0 760 116.1 0.7 130.3 768 103A 947 117.7 752 91.9 947 1067 738 a27 947 102.2 727 86.9 947 95.1 713 59.1 941 84.0 711 513 947 04.0 Tit � In� �• �c 726 136.0 649 1427 737 1132 849 121.6 722 970 640 106.9 708 84.8 610 90.4 096 75.6 848 88.7 686 67.0 849 827 876 $6.8 649 76.3 659 Nb 849 726 852 426 849 721 851 $6 116.5 752 120,7 SBS 90.3 7G2 502.8 852 02.6 782 80.0 W0 722 702 60,9 629 642 782 742 620 57.6 702 662 813 48.1 782 628 602 41.3 782 69.9 697 30.1 702 60.4 595 0.j u Z 7i 766 1089 724 111.0 034 894 724 94.0 621 763 724 62,0 609 868 774 T4A 690 59.4 72{ 60.1 691 53,4 724 63,4 645 44.6 724 57.3 573 38.2 724 54.3 667 33A 724 633 665 1- J got. Me 643 71.8 483 Me 543 60,7 474 49.7 R3 0.9 466 45.5 543 47.1 456 36.6 543 42.6 452 34.6 $43 30.5 445 29.0 643 34.9 436 244 543 321 430 25.7 Sia 30.7 428 Z � C 983 57.3 S$ S8A 477 47.6 478 48.7 419 45.9 470 452 412 36.6 {$ 385 406 31.5 4$ 34.8 400 28.7 478 320 395 239 0.8 74,1 380 20.3 476 25.8 360 179 470 242 3706 j 10813 45,3 377 11.1 341 33.5 377 34.8 ]35 26.6 377 30,0 330 262 377 294 325 22.4 377 24.0 321 20.1 377 220 317 18.6 377 18.0 310 144 377 17.1 304 e-w 22S8SSr 115 in 37.1 337 37.6 323 309 357 31.8 316 265 357 71.6 313 232 357 I 24,4 309 260 357 72.0 305 165 357 20.1 301 iS4 357 17.4 2:54 M x SG 1 f206 29.3 300 209 279 243 300 25A 274 21.0 308 71.7 270 18.3 306 102 267 10.3 308 17.3 263 � � fA 145 In 17.0 212 172 196 V x -Z< 0 0 TABLE 6B 0.e. fA Anchor Ce a Itv Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: Salatmie: 27ki:Utkretn 31%c4 H03mcmU FadcMU P7Wow Mew (DP_)X{ANCHORGAP."•"""`�-ANCHOR CAR_ � 916kM o 5tlrEm 1 •SSE790 6108teM s123tW O12SIeM MULLIONCAP.,,,,,,,,,, AnchorC}Ippattemb AwhWTyl4e 3156 EkofROxon V4 E1wUltraeal tatmean 3tt8•Ekout"m lwEkouwaan A9gre8nW l c9n AOg19OatW serewto5}s9aw(a1) Saavr(Os) USE THIS FORMULA 70OBTAIN THE'ANCHOR Edge Ofstawo rat 1" 2-fir 11 2-1/r 3-W 1• 2-lir I- I 2-tre r 3.178• 21 0,46 0.5P 6.324- CAPACITY REQUIRED"CORRESPONDING TO AN EmbaftW VnI, 1aR• 1-314• 1.3f4• i-wc 2 1-114• 1-144• 1.114• 1 1-114• I-114• I-114' r tale' 11w wad94 ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnMaa 6h 4.7G Mia O.C.(SOWad"OMOt CYO WW I&27 390153 390133 4509* 690 ras 1644 W5 2701m 280138 351 Ws 740104 374100 664103 946 we 361 gw 442165 380 im OPENING,WHEN IT IS LOWER THAN THE MULLION m 4Awh Q22VM LQC.1Stsndard WC63e1)C:6p11Rg.37 700013 790W 5609* MOM 052 ft WA 560153 WAJ630$4 WA S80ibe WA 662 iba 685Ib5 ft20 CACAPACITY(FROM THE TABLE)OF THE SELECTED 8 AmbWa C t.sr M6.O.c 1 SWWwd(9rovW)C8p f�p.AT960In 1400133 WA WA WA WA 780134 WAWA WA WA WA 1363 w0. 1770 W3 2245 W0. MULLION.IT WILL YiELD A MINIMUM ANCHOR 4Aacbn*§rM0t0.C.1(p2/5AmI0LTpo1¢f9-5}; 7605* 78013 6609* 15001bs IBMan 540Ibs SBOfbs Wa9 Y* 745IDs 68afbs IMMS 6829* 065fbs 1120•s CAPACITY WHICH MAY BE USED TO QUALIFY 6X 1170IW 1170163 1020165 2319563 26Nrbs 8100* wlbn WA40 Ws fizz 0» 13209* 283813* 1022163 1Sa'ibs 1690 ft ADDITIONAL ANCHOR OPTIONS FROM THE 4 Aaetam @0.45•M6.O.C.113{31p,6to.125•Alan.{Fp.73 WA WA Wp WA 171.0 WA WA WAWp WA WA WA 1430 W0. ANCHOR CAPACITY7ABLE 2Amhas®225.556.o.CJF4;0fft07 350M 3500. 2901bs 701 Ws 476153 WA 260 We WA5 ks WA 4,10133 WA 315 ws 442 On 580 ma PRODUCI'REVISED 4Atwbas IAA-MN.O.CIF44fF19.97 490135 700 r. WA WA WA WA 38016s WAWA j WA 1WA WA 602 Om 655133 1120 ms 0 plyin8with Wa FlOdml NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.600" t" n-iming 9lfrra2i8,o� EBpimlion Dafc� r�,�,( TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: m do 1 hw rlr T"Cl SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1 111 111 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. ��,�'�.•'1�GENS,E'•.• �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' X Nn.56•/05 •it TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 00? �6 •_, I, 13 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S7A7E F \1C11� • s • • • CONCRETE BLOCK UNIT{CMU}SHALL CONFORM 70 ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED YELLOW .525" "•:0;(, '•.PLORiV I'- C��•` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHAL.LBE6063T6AND BEAMINIMUM OF.125'THICKSTEEL L -i ''•••••••" `> ; ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND 436,ALL ANCSTUDS TO BE A lHOR91N7Q METAL SHALL EXTEND A7 LEAS7 E 33 AND.04V THICK(18 9 SCREW THREADS BEYOND THE MATER AL.#0.STRUCTURAL STEEL 70 BE AT LEAST.125- 1& i '�t JS'0,1f Al i 1G�� 1'X4'X.125' A.LYNN MILER,P.E. #12 ANCHORS INTO WOOD MAYBE STEEL,18 S S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A a _ Me10onCtl Tabio Opening Wldth(for aer6raly-spar" mullions)crOpeningHelght(for tadwdery-sponNngmulloln) 6o in ask 70 to 601n 901n look 12010 US In 10065 OS 1%4%.376 Reclongdar T(Wrriarg. WtiongA. Thpr7deog. Rochaiiufar TmprTdsng. Red-otar Trwman9. Rt;;;War Tmpllian9. Reoten9War Tmpmen9. Ractengidry Traplren9. Reatnculer Tmpatam Rec1.Witr Tmp7rnng, S 0. 14 .01x4.7366 Wading loading L0s&ng Lw ding tang loading Wading Wading Loading Woong 1"", Loading Lending tnoding Loading IAsM9 1.0.&00 Looding x E05 &-r Munl4n �• g 26 41 z 421n 170.01 620 170.0 435 170.0 744 170.0 478 170.0 006 170.p Sol 170.0 892 170.0 610 170.0 1116 170.0 021 170.0 7240 170.0 521 170.0 Nes 170.0 621 170.0 1736 170.0 621 170.0 1903 170.0 521 4010 17&0 708 170.0 6?A 170.0 060 170.0 554 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 080 170.0 1700 ttaii 000 170.0 1983 170.0 680 iS7A 7024 110.0 660 _j x SiLMIn 170.4 747 170.0 663 170.4 690. 170.0 631 170.0 1046 1J&9 084 1MO 1115 170.0 727 1704 1345 170.0 747 170.0 14@4 170.0 760 170.4 7783 170.0 758 15&0 1915 170.0 736 1385 1840 i7&0 750 x co 641n 170.0 797 170.0 612 tr0,0 956 170.0 Bol 170.0 1118 170.0 764 170.0 5275 110.0 803 170.0 113{ 170.0 837 1704 1594 170.0 058 159.9 va9 170.0 Gel 137.1 1799 INV 081 120.0 1709 170.0 081 LU p a 60 to 170.0 685 170.0 701 170,0 ISO 170.0 I 170.0 1240 170.0 870 170.0 1417 170.0 W4 170.0 1594 770.0 998 tA5 t619 170,0 1033 129.6 1819 170.0 1063 111.0 7810 170.0 1003 972 1619 170,0 7963 }�„ coC (1) 03N 170.0 830 170.0 745 570.0 1116 170.0 050 iTo.D 7302 lJ0.0 946 17&0 1480 170,0 1015 Isar 1642 1760 1074 141.0 1542 170.0 1122 117.5 1642 16&5 1150 100.7 1642 f6T.9 1151 0&1 1642 1679 1157 � ") a S 661n 170.0 974 170.0 789 170,0 1169 170.0 003 170.0 1354 170.0 1002 160.8 1472 170,0 1906 1428 1472 165.0 1146 12&5 1472 1505 1130 107.1 1472 147.0 1100 910. 1472 11&0 1104 60.3 1472 146.0 1104 7210 170.0 tool INA 678 110.0 1775 lies 1009 150.8 1320 18&2 1101 1320 1320 549.9 III= 117.3 13M 137.8 1068 105.6 1726 Ole 1018 08.0 1320 117.0 1024 75.4 1320 1128 ISO 68.0 1324 tt25 1012 @ Tdti 170.0 4172 /704 907 1494 1584 158.4 1013 1282 1181 33@.9 @94 1722 1504 125.7 870 99.7 1181 11&3 884 8&6 1184 107.5 952 74.0 1584 97.8 935 647 1104 93.1 927 50.1 1184 923 025 J 2 ' Is[- 16&1 1124 170.0 987 139,4 7124 147.0 966 116.0 1124 12&6 847 103,tl 1724 115.8 031 VL3 1124 105.0 910 034 1124 9&5 608 69.2 1124 09.0 690 59.3 1124 84.3 881 51.9 1124 632 676 ¢ T 801n 10&1 644 itt$ 760 00.1 844 04.3 736 772 044 82i 724 675 044 73.3 712 661 644 6&6 702 SCO 844 01.4 893 45A 844 642 678 3&6 844 Sao 660 33.8 $0 4T.7 662 Z. Q N O 8610 08.1 742 815 fi83 712 742 71.2 652 818 712 87.2 847 55.7 742 69.0 631 10.6 712 64.7 822 446 712 1&6 614 37.1 742 43.0 600 34.0 712 394 6110 27.0 742 37.5 694 HZ oO 10810 620 586 83.9 530 521 $66 635 621 41.7 688 40.8 513 39,1 608 41.4 505 ${A 688 37.1 108 31,3 506 342 499 28.1 606 29.8 {01 22.3 566 20,8 472 19.6 696 243 466 � 4?a a 11th 57.6 610 58.8 503 48.0 555 49.5 495 H2 655 429 IBT 364 655 340 480 320 655 342 473 2&6 5% 31.3 487 244 555 27.1 457 20.6 5S5 243 445 1&0 566 224 442 ?( Y _ 12010 1&8 475 16,4 433 3& Ix 0 416 39.0 428 326 175 33.7 420 283 QS 29.0 41{ 26.3 475 20.0 109 22tl IT5 24.5 404 19.0 4>6 21.1 395 1&l 475 10.7 3tl7 14.3 475 172 361 X U O O 14410 2&1 330 28,] 305 210 330 221 701 10.0 S30 1&3 297 1&5 330 17.0 293 Qom„ TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: x-o Anchor Capacltv Table a ANCHORCAP.,m,,,,, o �a� 50.6500.10.: 77k(Ancrdie 3,5kCOAc. N060wcmu s:•4dcM1 PTWoed thtal (DP„)X� }=ANCHOR CAP_ 5116'Eko 174'S3 Eko 4116'Hco 1N'68 Eko 010 Steel M125kN 812 Sind MUWON AnchOrCllpPattom9 AnchwTYt>a 3tf6'Ekot06acon 114-Ek. u0acm 3n6•gkoUt05con it4`FJcaUOmcm A9Watsamr it con A9WOOalor Sonnv )Se (G5) Scon,(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge OISIS e(k7 r 2•irr I` 244 3-tir 1` 2-vr r 1 2AW T 3.16' T 0.48` &W 0.324" CAPACITY REQUIREWCORRESPONDING TO AN Ea Ltr" 10.51' 7.314` tare 1-774- r i-vv 1414' tato• 1414' i-1hr 1.114• T 10.18' tam` voles A07UAL PRESSURE REQUIREMENT FOR THE 2Aochom04.7Y Mn,0.0,r Smndmd or Oft CGp(Fg162t 3900. 390 We 450 Ins 690W 1641 90. 270 M3 2800. 354IOs 740M 37400 66415. 9468. 3410. 4420. 5600. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q22S Min.0-111 S9endanHarome6IMP frig.3] 7000. 7000. 5601. 141015. Mia. WA 660 iW WA 630161 WA 804 the WA 6020. Basses 1120M. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Amb m 0 LtY Mh-O.U,t 81a1Mord(or Met)CSP ft.4)c 90018 1400lbs WA WA WA WA 760 M WA WA WA WA WA 1363 M 1770 M 2240 M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnenomO:rk t.O,C.1(2)&SAn*Clips/ft Sr T80M ?as ft 6WRa 156013 18959. SWM 560 lb. WA ?so am 7180. notm t8921s 6028. 80516. 112D CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchoro®3'690.0.0-/p3 Ze5 Alple C6ps!(F1p.6k 11TOM IlroM 10206. 2340 lbs 1 28440.1 8108. 8401. WA 1140Iba 1 11220. 13201hs 2MIbs 10720. 1327 no I 16800. I ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors g SAY Min.0.C.t U4ao,49a.121TAhm.(F7g.7): WA WA WA WA I WA WA NU WA WA WA WA WA N61 WA Lg." ANCHOR CAPACITY TABLE. 2 Anehom®2,25'Mk,O.CT FdiP(77p.6): 350 M 350 M 200 M 70.5 M 478 M NIA 20019 WA 315 M WA 440 Lbs WA 941 M 442 M 560 M PRODUCT REVISED 4Aachom01.15"Mku O.Clr•LI1P 4F1g.9): 480 Ins 70013 WA WA WA WA 3000. WA WA WA WA WA 8820. 0850. 11200. as complying with like Florida NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .� 1.062' �- .� 1,000" hd 't]� f � B ptral Dale TABLE NOTES: e FIGURE 7: FIGURE2- FIGURE 3: FIGURE 4: FtGUREB: FIGURES: 1)SEE SHEET IFOR INSTRUCTIONS ONUSING THE TABLES AND SHEET 25FOR INFORMATION MiamaProduct • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. III 1 t 111 mosove • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE bYNN• • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000" r 1C No.50705 - SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r =• FIGURE S: FIGURE 6: FIGURE 7, 7 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 361 SPECIFICATIONS.HOLLOW AND '.�jQ• 6 • • • • GROAT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE O�+ • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHAD.BE 6083-T5 AND BEA MINIMUM OF.125'THICK5TEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" .375" .376• ,XN'S•.rLORlor:• ��9�� !t' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND 436.ALL ANCHORSJ1 ANGLE CLIP(FIGURES 586)MUST BE USED M PAIRS, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 1"X 4'X.375' 7 T X 4'X.37 I ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T`-MULUON MULLION A.LWTMILLt,P.E. FL P.E.#58705 TABLE 8A Opening Mullion Ca 9c Tab 0 th gorvverbeellyspa mullioro)orOpening Height(for horlzortaW-spardng mulnons) Te so in 60 in 70t. BON 60 1. ISO In 12oin 148 1. 16010 < Ractogow TrwTdwq Recteava 126"It r Twmwgl Roeanp*, Trep'la-9, Roe PW-W- Tragraw-2. R-ft-OLft Thmfftfcmq� Rea-wer ItwIdeng. Roctonoular I TruprTiong. Red Traxweng taming Loafing Lmnen# (.-firm 0 L04(ing USOO Loans L.M.0 1-0449nil LW&9 Lwdm lowing t-dno Loadng Loed.9 1.03,11.0 1 L=ft .286'Alum Tube Paull to 04 15 h b C11 03 z tit 1 15 4210 170.0 820 1704 435 170.0 741 170.0 478 170.0 668 170.0 5w 170,01 M 170.01 510 170.0 1118 1-10.0 521 170.0 1240 170�O 521 170.01 146a 170.0 621 170.0 V35 1704 521 151.8 1769 170.0 521 I?MQ Tell 1701--i4- 170.0 M 170.0 6" V0.0 107 170.0 See 154.5 ISIS J?Q0 M 13Z-1 iS46 V0.0 680 110.1 1640 170.0 _jW- 48 to 11.0 - V0.0 �17-00 M 170.0 ew 170.0 1133 t70.0 801 50-Mb 170.9 747 170.0 W3 170,0 890 17" 831 170.01 10481-170.0-654 170,0 IfqS IT&O Tma 4 5 170.0 747 107.01 14N 170,0 Tog 1312 1408 170.01 768 119.31 1468 170,01 746 104A US8 170.0 758 2 A V) -797 641. 170-0 F170.0 Silt -(0o VA 170.0 01 170.0 Ills 1 170.0 7641 170.0 1275 170.0 803 IS&t 1376 170.0 037 MA 13761170.0 858 1223 1376 00.0 1 Est 104A 1376 17MO 1 661 91.7 1376 170.0 861 LU 0 CO U) win 170.0 M 1 170.0 701 IMO I083 170.0 797 V55.9 Ilse IMC 678 139,0 Me 167.4 930 123.6 ItSe - 0 - ISO's 919 Ilil 1158 1 1504 912 OZ7 1158 144.81 905 79.4 1150 144A 905 694 liss 144.8 905 Uj w 831. 17110 M 170.0 745 teo.1 ISM 1704 6w 7 105$ 165.9 502 12DAJ 1051�14ZO $45 106.7 1051 132-3 aw37 swe.i ioSsi I msa &V Sol 1051 IIS-5 = 684 1051 1191 821 60.0 1051 119.1 M 0. 68 N 167.1 957 139.3 067 16118 805 119.4 057 134.0 790 104.4 1 957 1 121.6 M 02.a 067 112.6 767 516 057 1 10&6 (0 70 0*.S 657 100.0 750 617 957 Sa.9 748 522 W S&S, 148 _j 2 T"o 1 0 TIN 1287 LIZ Z-1 IOL3 804 11 -'j;T 7t.-8-_j04- 101.3 Sri 80.4 04 914 NO 71.5 W4 SCI No 644 8041 Me 843 $3.6 aN- 72.3 633 46.0 804 -60.0 620 40.2 M 69.8 620 00 115.8 = .59.5 GO 39.1 M W.7 60 34.2 722 56.2 W 701. V9.4 722 114.41 630 f 012 1 722 97.2 019 70.2 722 83.3 600 68,41 722 78.7 5W S&O M 70.3 M UJ 722 05.6 78 In 101.2 685 105,8 600 04A 685 00.0 Us M 78.5 Sn 63.3 665 70. $62 685 645 560 50.0 ON Sal 653 42.2 685 64.3 643 3&2 1 �L47! -- - 'To's 1133 17011 ITS`. ITS. ".0 *17.. I.. 'If. urr.4, 0 7 '" a 4 11- M __. See 665 70.5 588 4.5 r- 665 61.4 537 3.0 685 50.7 636 C14 win 65A sts a" 457 64.9 515 57.5 449 47.1 515 501 441 412 515 44.7 434 3&6 a 42& 310 516 31.4 422 27,5 616 33A 413 123.5 1 515 30�5 407 20,S 315 29,1 404 9$I0 54.3 4S3 - x z 453 38A 345 30.2 33 30 19.4 453 -T--41W 00 551 10.4 41,� 45.3 7.1 397 3S.8 453 41.0 391 33.9 .0 379 7ii.3 6; 7.0 229 358 453 27.2 453 30A 374 276 453 20.6 CO) co 31A 3% 32.8 318 27.2 358 28,4 313.23.0 M 252 = 212 355 M7[-jej-_j&T 3-5-$ 280 300 15.9 3W Ito 1: 306 293 338 30.1 301 25.1[��27 0 338 2312 293 C�11 MIA 1" 338 20.9 120- F-1.6--3j- 14,J 285 x 1fh 201. -W8- 290 28.3 254 212 200 23.8 -HO 10.9 no 20.6 250 WA 200 182-1 2=53 15.4 -Zii-�241 u') SOB N 38.1 14-4b 201 16.3 106 --1-- IN - ff Z illin 35.1 336 351 TABLE 8B ANCHOR CAPACITY AT go NO %ENT FORMULA, AnchorCepaelty Table(lbs) (ANCHOrR substfalft 27x fdo, I a5k cm. H.3.*CMV F"Cmu PTwow Udd k__ 9-0 -F (DR-)X MULLION ANCHORCAP_ Amhw7we 3FIlrfR Ullman VcEicoulwon 5`1 s,Men TWEItotfflacon 114-Eko, I�WSSFII,&I(r"o WSSEICO NIOSteel !#12Sted 012S- (Z) AntborCUp Pattarns Edgc elstante j 1. u9mron con I Ag9lalor U41,11n AWW1, Sc"(GS)scmmw(W) ..M USE THIS FORMULA TO OBTAIN THEANCHOR -1polo ly 741F A r. lbs P) 2-lir 2-117 1 2-112' 1• 2U2' 1 2' 3111ir 2* 0.48" 0 0=4" CAPACITY REQUIRED"CORRESPONDING TO AN Fm6eQnatt 1010• tars 1074• 7070• r 1.114• I-vr 1-114- , 1.11C 1-114' I-Iw r 11-w 11w raft ACTUAL PRESSURE REQUIREMENT FOR THE 2AnChpn 9b f7frKlm OP FSMM I 39D no I 45D WS MORS 164465 VMS 200 so 354 to site 374 WS 664 to IMGMS �:iZS to Its OPENING,WHEN IT IS LOWER THAN THE MULLION -,U---- 402- 4AMMMO 1�15'juja G.0 JSww(aroy-VOCIppler 43D DS 70D Its WA _TWA IUA 380 to WA WA WA WA IVA 2'. 8=0 zfts 11 CAPACITY(FROM THE TABLE)OF THE SELECTED es -Mpslft 780 DYS 780 so we IDS 540b$ 6602'm NIA 76DIIA 748 11* SWRA 1802 We 6 8 2 SOS we I= 4AMhM @ 3��In.O.C.I M AS Angle I8e6so to MULLION.IT WILL YIELD A MINIMUM ANCHOR VA -WA NM WA WA WA I=VA EA: WA WA 143D ft CAPACITY WHICH MAY BE USED TO QUALIFY 3.0 l. . '.. :es 701ba 187 Fes 1 T=4 %a me ADDITIONAL ANCHOR OPTIONS FROM THE E.IA- WA WA I WA 341 les ME$ we ANCHOR CAPACITY TABLE. OL 2AndM0tIWW&QCJF!0 -SI 240 2P ML p(Re 6 350 to I WA I IVA I j I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED as complying wish do Fladft FIGURE 1: FIGURE 2: TABLE NOTES: N-t.25D'--{ A" P,*in Dadc:%7 I 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY 'IS 2-4 FOR GENERAL INSTALLATION METHODS. ho" ON LOADING.SEE SHEETS mu 7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \\\, FIGURE 3: NOV L4ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.1 Bwv ,\c CUP MUST SHEETS 2`1-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4., BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 53705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 65, FIGURE 4'. FIGURE 5: FIGURE 6- GROUT- FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL YELLOWSOUTHERN PINEWITHAN SIS OF 0.55.ALUMINUM$HALL BE 'r BE PRESSURE-TREATED %'!`)',- " !Po 6063-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND S N)EO� .045-THICK(18 GAUGF-).STRUCTURAL STEEL TO BE AT LEAST.1 25-THICK AND A36.ALL US'X 3.189X 265"MULLION ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114'VFMULUON) #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNNI' P. TABLE 9A Motion Capacity TablO(Ib/M7) t!i pf[y 4 Opening Width(7orver0coRyspamdrgmlaotts)orOponlnaHeight(for horizontflyeparwtd n illono) ��TT3iivTDj Sx 5501. 601. tD6 Bata sok 1001n 1206 140 to 1606 1.26%3.25 R4elanodar Tnprld-4 R.10 gular Tmy7rbnp Ra.len9uYr Trepndenp. R4cl�r,9abr TnpRdw9 R,11,14,kr TnpTd4n8 R-M-gumr Tnpmu-2. 164wawsr Tapri1da"o R.clsnpilsr Trep/t-&OW R"10.dsr T*nft g. ,jd F- X.100 � 'fig$» *�yg..too, tad+w teedit Loadl.9 Lasdop L.4 tosdDp t4edn9 Laid" tn.. toadiq '�g•Ls ft L-doe *�g+1.;21}.`7+0 tosdw3ytpLwda9 L"s; UY4 !6 ir �MuWOn N 4x6 1700 620 170.0 435 170.0 TU 170.0 473 170.0 860 170.0 508 110.0 092 170.0 518 170.0 1118 170.0 521 153,3 life ;70.0 52f 127.7 life 170.0 62f 1006 fife Rea 523 95.8 1119 170,0 62t fl )� 4860 170.0 708 170.0 524 170.O 850 1700 694 te78 Ole 170.9 330 146.7 978 1TO.O 661 130A are 110.0 077 117,3 978 t70.0 634 97.8 978 170.0 680 03.8 878 170.0 680 713 978 110.0 830 � )L! 50.6256 170.0 747 110.D 507 170.0 686 1100 631 150.7 027 170.0 584 131.9 927 168.5 708 1172,027 159.1 699 105.5 927 MCI 698 87.6 921 15&3 695 75.1 927 158.3 095 65.9 027 1563 BB5 NN 516 1700 787 170.0 812 551.5 to 889 170.0 691 132,5 Me 153.8 683 116.8 Me 141.8 669 tel.0 669 134.0 660 92.1 am 129.8 1854 77.3 069 128.3 652 88.2 069 128.8 652 67.8 Sea 1206 612 LU O o Q 606 1432 748 1610 634 119.4 746 132.3 620 102.3 748 117.6 608 89.5 748 101.a 699 "A 746 101,0 592 71.8 74B 06.6 581 59.7 146 93.3 607 512 748 970 583 44.6 748 833 603 m 0 I� th 636 123.7 077 132.0 570 107.1 677 1112 SW 964 877 100.4 555 773 077 91.4 610 80.7 877 83.2 639 61.9 677 81.0 634 514 677 77,0 629 44.2 677 781 529 307 an 707 We I✓ (� 07 � 666 ta7A 617 114.1 630 89.7 617 97.8 518 78.9 817 $5.3 509 67.3 617 73.3 600 $98 617 Me 494 618 617 68.7 484 41.8 8tt 840 463 38.4 817 61.7 482 318 all 83.7 402 Lc W J }1 726 820 510 671 450 80.1 610 74.2 440 58.2 619 06.2 432 61.0 61a 68b 423 4a.1 519 64,2 410 4fA 618 60.7 411 70.5 619 400 40a 2DA bia 45.0 405 26.0 518 43.0 405 z u)6 76h TO5 465 117 408 SB.T 485 82.6 398 50.3 405 61,9 390 44.1 465 44,4 3a4 382 465 46.3 378 35.2 465 422 378 22,4 465 363 387 25.2 465 383 384 22.0 485 31.2 363 w 70h 65.2 441 08.0 367 540 U1 57.7 379 46A 441 50.0 372 40.8 441 45.4 388 362 441 41.6 380 320 441 38.7 956 Y72 441 34.9 349 233 Ml 31.1 348 204 441 327 315 801- 424 332 410 295 35A 332 37.0 209 30.3 332 32.3 204 28.5 332 260 2aD 238 372 261 276 21.2 332 24.1 272 17.7 332 21.7 296 317 19.8 262 713 332 107 260 Q p9011 350 291 35.9 2B0201Zai3" 2% 25.0201264 252 21.9 291 23,5 2411 ;9A 291 2L3 244 174 28t IBS 241 14.8 201 Ft 238 !15.2 297 SA 232 Z Q O7 p 1086 24.B 230 26.1 208 205 Y30 21.1 205 17,5 230 163 Ml t5A 230 162 198 Q Z r 1116 228 218 211 ;87 189 278 r10.1 r 194 16.2 218 )fid 19; tG 2t0120 In 170 187 182 170 14.9 11B7 15,3 167 in N y W C-i (Y X 2, S,2 TXr) In N Q O O Z TABLE 9B in AnchorCD RcftyTable 0 ANCHOR CAPACRYADJUSTMENT FORMUt.A: sc4wb6t� 2.7kOoncMte, 3.6kcma. It.w cmu fakaut0 pi Woad /the{ ANGHORCAP.p,, $ T i (DP}X{ :~ANCHOR CAR,,, 6710•Elco 114.95 FJeo 5rier Eko ur SS Eke 810 61ee1 012 Steel 912 Sled MULLION CAP.,e,,,,,, AnchaType 31f6"ElmU9xOn 1/4•Ek4Ntrscm 3/t8•Etaawm4en 1/r ElcolObs4m USE THIS FORMULA TO OBTAIN THE ANCHOR Ancho7 Cop Pattarne tHumcan A990eC,atar Uttr6.an A9a8Gehd scrt5v{Gs!5ore77(GS) s4aty(051 Edge W I-m 0nk r 2-1/2• 1• 2-u7 Iva, r 2-IT f• 2•i7r r 3.118• r 0.49• 0.54• 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN Emb.dmmt{k far ta4• taro• ta4• r 1-114• 1-1r 1-114- 1-x1 1-114• 1-i/r r lava• 11w lade; ACTUAL PRESSUREftEQU1REMENTFORTHE 2Ar1a3a5Q4.7S-Mtn.O.G/SjW.Wda O5x102g IFI0.t): 390 as 390 ms 45070; 990 ms 1644 Its 270 ms 260M 334133 7401t0 374 M. 5104 an 9460* 3419; 4421ns 560159 OPENING,WHEN R IS LOWER THAN THE MULLION 4An&-Q t16•M6.O.C./Standard(or Orloff)CUP IN.21, 480 r* 706 tds WA WA NIA WA 380 ms WA WA WA WA NA 68210. W5 Ms 11201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED Atlas 5'Mh,0.0.f(2)yrSAnp@pips/(Ftp.3k Teo a* Teo ms Ileo ms 1500 e* rase 9* 540 roe 560 m; WA 780lbs ria m. Seam. ;692 ms B62 ms 695 we Iva Ion MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMto QOSrMLO,C./U4Xp,kt..IWAWM(Ft.41 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 950ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aneaorf F•tlg(FIg.3k 195 R* /95 ft 225 m; 4459. 8221as 135 R,3 140 W. 17711* 370 lbs 16711* 332 ma 47316. 173 ms 2218* 2B09* ADDITIONAL ANCHOR OPTIONS FROM THE 20.5;10l.f5•Mh O.Cf F•dg{Fy.Bk 240 Ds 350 ms WA WA WA WA 190 ms WA WA WA WA WA 341 an 4ift S606s ANCHOR CAPACITYTABLE PRt373UCC REVISED ss complying with the Flodda A"i:' .31X%*-C LIS-f?'j FIGURE I: FIGURE2•. TABLE NOTES: 1.250 F.xpuulwtD3te rjQ41 • • , • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONBy j�j • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,MI Dada Product I(tl FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWASLE, `Q�1`(LYhN G%Il7/r��i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• a'`��•''�iGL-NSE•'•�Fi3�� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS V': -'•, 10 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. "7� No.58705 IN PAIRS 4)SUBSTRATES-CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ti GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100' ✓`',w f e;.l (0� FIGURE 4: FIGURE 5: FIGURE 6: 'O BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T6 AND BE A MiNIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �r�G .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25•THICK AND A36.ALL i'�',�'••FL�RiOp;•'•<7` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26•X 3.25X.700' �� S, '• .1�.�^.` r #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18 8 S.S.OR 410 ss. MULLION A.LYNN MILLF?ht,P,E. FL P.E.#58745 TABLE 10A Mullion Capadty Table(IbaB$) ® RtT Waning Wldth(forveticety-speming m69ions)oropening Height(forholzodo"penning mUlions) ^t i 60 In 6041 loin 80 in son login I 120 in 140n Nob idSS1p4 116%926 7lociangidu haptRiwg. RflGanputu Tapt7dang. Rodmnpotn 7nprTdang Racior>Buiu To 'an. Rtnangsdar Tnpt7iang. R•ctangdat Trapq'darg. Rxzanµdu TapRka4g. Rsct-gutar 7ra4✓Itiang. RatUngdar 7wpTtimg. 1�$ %�� Loadng Loading La. Lowing Loafing Loading Loaft Loading Loading Loading Loofing losd'eg Loading Loafing Laidig taod'mg Loading Loaft Ix' Ah4m.Tbbs -1.- s §•.. �.. B .., 1} §',. B � L.. .r^ B .� §'., �j, 17 z MUaron a dna �� a age a@a �S � a aha rte $ SEe s� � sus � : � s I V v V o p V U O r} u u. V U V cis ig Vs V U U os o V sss w Os V Vs f f8 9 4d $a4 zXd �4` fid" $5 $gi21 d € d`$ ff �a .2 J? $oFd Z 2'�-In � W 1214 170.0 620 1171.0 475 1TOA 744 170.0 470 170.0 806 110.0 506 7700 992 90,0 610 170.0 1116 170.0 621 1170.0 1740 170.0 621 110.0 1188 170.0 621 170A 1735 1700 521 110.0 1983 170.0 621 O J 48 In 170.0 700 1110.0 624 1700 850 170.0 561 110.0 892 170A 630 110.0 1133 170.0 661 1700 1215 1170.0 677 1170.0 1417 t70A 600 470.0 1700 1170.0 600 169.7 1975 170.4 660 1 fd0.6 7979 170A 660 _ SOAMn 1700 747 170.0 563 into 096 110.0 631 170.0 1045 170.0 664 170.0 1195 170.0 723 t70.0 1345 1700 747 1 770.0 1494 170.0 755 1700 1733 I70.0 766 IS25 WI 170.0 766 133.5 1077 110.0 758 o S4 10 170,0 797 170.0 012 170.0 956 170.0 691 170.0 1116170.0 764 170.0 1276 170.0 803 1700 1431 170.0 837 170.0 1594 1700 856 156A 1769 170.0 861 134.1 1759 1700 061 117.3 1759 170.0 861 m 6 6014 110.0 8a5 Rojo 711 1700 1063 11170.0 f 797 170.0 1240 17D.0 670 1700 1417 170.0 044 ISM 1511 170.0 996 145.0 1511 170.0 1033 120.0 f5ll }TD.O 1063 IDa6 ISSI 178.0 1063 906 1551 4700 1063 � (A Win 170.0 930 170.0 746 1700 Two 170.0 050 170.0 1302 110.0 940 156.6 1310 170.0 INS 1392 1370 170.0 1076 125.3 1370 164.0 1082 INA 1370 155.9 1072 09S 1370 165.3 1070 741.3 1310 165.3 WO C6610 170.0 974 110.0 709 1700 11691170-01 OW 155.6 1248 WILD 1002 136.2 1240 156.6 1013 121.1 1248 147.1 10DD 100.9 1248 139.0 909 90.0 1240 I30A 970 T79 1248 129.0 976 601 INS 129.0 976 1 7274 }67.8 SN9 170.0 810 5399 74d9 1542 692 1}9,9 1049 1321 875 1049 !Oq 119.5 860 932 1049 109-71 040 83.9 INS 10271 038r3S.9 109 94.3 8M 59.9 1049 911.2 920 52A 1049 911.1 920 � �g 7614 142.7 041 149.1 022 110.9 941 126.0 005 101.9 047 1112 79t 092 941 100.0 Tr? 79.3 Nt 91.7 766 11.4 %1 651 757 941[34.14" 51A 90 74.0 737 44.6 941 73.3 736 J g Z gloin 732.0 am 137.6 An 110.0 694 t169 767 %J 8% 102A 153 a25 804 St.9 740 13.3 g94 04.1 730 66.0 691 70.3 7'21 894 41.1 804 67.0 701 41.3 8N 66.1 696 F N ` 9110 85.9 571 80.7 5% 71.6 671 749 586 6fA fill 65.3 575 53J 571 582 166 47.7671 529 156 43.0 671 18.8 557 571 30,7 671 307 531 26.9 671 37.9 6M 96In 708 590 729 627 69.0 690 6fA 510 601 590 S3A 509 44.3 590 47.6 502 393 690 43.0 494 35.4 690 39.6 180 690 25.3 590 J7.6 469 221 590 299 464 X�Z003 to d9.7 i6S 60.6 421 41A d56 428 404 355 465 37.1 400 35.1 d66 32.9 402 27.5 466 23.7 396 24.9 15b 27.1 391 46fi 179 456 212 373 !SS 4% 19.6 374 CA 143 N 111150441 48.7 404 3D2 047 39.7 393 32.7 441 04.1 387 286 441 30.2 382 26A 441 272 376 22.9 ut 249 3R 19.1 441 1SA 4d1 1190 356 U9 M7 17.6 351 N c!W12004 783 370 36.9 344 30.2 370 J1A 339 259 376 240 334 22.7 370 23.7 329 20.1 370 21.3 3M 18.1 379 19.5 MI 15.1 370 LL' X 704 n 27A 162 24.2 ?A2 775 252 479 239 150 262 M.3 236 to 3: 3'. d � Z (f1 N TABLE 10B AnchorCapadty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 9 S144siato 27kCorerde a5kCalc. HdnwCMU FMedCMU P7 wood Mdn (DF„,jX/ANCHORCAP.,,o„0,.,1_ANCHOR CAP.,,, N19'Elca v4'ssEko Ht6•Eko 11413Stico afOSled 812steel 1712 stat MULUONCAP.,,,,,- MchorCttpPettema Arxt�TYpe ytBElcalnt8eal va•Fxovtdxan URacat 3ttgticoUiraeon v41EKal70taea0 A94rGator 111won A99MOMOF Scren(G6)Screw(r5) Sam M USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge nstaae0n7 r 2-117 r 2-VZ' 3.518• 1• 2-VZ r 2-11r r 340 r OAA O5P 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment 1814• lair Sato• lard z 5.114• 1-1141 1-1r4• 1-1141 1.114' 1-114• r 136• 1.3x9• vases ACTUAL PRESSURE REQUIREMENT FOR THE 2AMIM 04,75F eon V.C.7 Warnaco orOl6e1C1p(Flg 1T 990 p4' 300 r4' 45010s 80006 164155 27084 280 an WAMS 740116 3749 664Ds 91606 341 ms 442 ms 660 t1s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Antnda 0ILITIAM.O.0 lStaagni(or Olhel)Capgig 2)' 48DAs 700 is WA WA RtA NIA 3wtm 71tA RIA NIA WA WA 682M MMS 112D Fm CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aeotnl®3•MoLoa.ir42isAhpac&Pttfi9.4 7onws T8Da6 s ws %w cis 1806105 54004' Man NIA TWIbS 740 ms 88D lbs 1892 Ins 68206 MMS 112OMS MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMnas(100.54'MlrmmIit-up.hta_ttq•ASOn,¢74117 NIA WA WA WA N1A NIA WA WA NFA WA WA tUA NIA WA 060" CAPACITY WHICH MAY BE USED TO QUALIFY IArcMrl FCdp p:ig.57 146 Ds 19594 225 in 445 a6 02210s 135lbs 140 as 177 as 3701135 tai ms J. 414'gn 17014 22106 2B0 ea ADDITIONAL ANCHOR OPTIONS FROM THE 2Ana0os 4$tiS'tdlnO.CJF 967 240 Re 350 ao WA WA t11A WA 10016 WA WA NIA WA WA 341805 41216 660 ms ANCHOR CAPACITY TABLE, PRODUCT REVISED ns complying with"F7uaida AOaild o 1(a•621f3.4�'9j FIGURE I: FIGURE 2: TABLE NOTES: t250' A i1e1ianD4lo, 7Q�) • i i i • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Bh17� ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE \•`�(}04.{.4••N,holt�`'� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE 32 `��t.'110ENs ''•.�� f CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - i i • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC(301 SPECIFICATIONS.HOLLOW AND L FIGURE 4: FIGURE 5; FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 00.WOOD SHALL4'BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'uC'••.fi'(URta.;•-' ("~•; • i • ANCHORS ITHICKNTO METAL SHALL EEXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25 X 325 X.524`18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'TCK AND A36.ALL ��ins',.1 ,••••ti 11\ • 910 8 912 ANCHORS INTO WOOD MAY BE STEEL,10-3 S.S.OR 410 S.S. MULUQN A.b Nl' LL R,P.E. FL P.E.B 58705 TABLE 112 - M4rtltonCapacity Table{Ibrlttl) �g A Opening Width porvadioatyipardng minions)or Opening Height(for hodzortetyspeadng mllions) SOB 601. 70in 00 to 90 in 1000 720 In 140 in ISO in O 4.26X39$ ikolartla6v Traordaag. Rad.vedw TwIfftag. Rrda.gdar Tra}JTdtn9, Rad 19, T4apTdsr*. Radau0" T,.Flr4ang. Rrdangalar Tnp'ldwir Mcta�gulu TnpTdang. Retla.oulot Twp'Tdaog, naclangdsr Trap7dr JWS� ie5 X.624 loafing trading Laadav m�+o tomom Lwdag rnadng Loadoa LWza toadino Loaft Loading L4rdmo Loafing taadinn Lending Loading Larding �Ya r3 Alum Tube € '.. .. .E €,. _ '.. T19211.D _ s' 13 .. E - .. '' '.. '.. s Munson Ea s e ea I xg a ea $€ a §a is $ as v �G s Ea a a� "s Is a i� a e :e a s to N co ss ss ti cis ss ss� ss ss ssv ss ssL• ss a y �a >�a �a � a $ �a as h �a Ba a fa � a �a �a � a �a $a a o421a 110.0 620 170.0 435 170.0 744 170.0 478 IMO 6116 170.0 606 170.0 619[17.aO 1116 170.0 621 170.0 1240 170.0 621 170.0 1406 170.0 621 170.0 7735 170.0 521 170.0 7963 170.0 62118N 170.0 708 170.0 1120. 170.0 650 378.0 5G 570.0 992 310.0 630 170.0 561 1275 170.0 677 170.0 1477 170.0 660 17aD 1700 170.0 680 110.0 1913 170.0 600 110.0 2267 170.0 �-605251. 170.0 747 170.0 663 170.0 896 170-0 631 1X09 1016 170.0 604 1704 723 1315 170.0 747 170,0 U94 1700 766 170.0 1793 170.0 756 170.0 2D92 170.0 756 170.0 2391 170.0 766541n 110.0 797 170.0 612 17" 956 1700 691 170.0 1116 170,0 754 110.0 BW 1434 170-0 937 170.0 1594 170.0 656 f70.D 1913 170.0 061 170.0 2231 5700 967 160.2 2403 110.0 861 m C)ss Q 60th 770.9 8115 371.0 707 1700 1063 tmo 797 170.0 1240 170.0 070 170A 1417 770.0 019 1694 170.0 996 170.0 7R2 RVA 703,1 170.0 2125 170.0 1067 1483 2163 17DZ 1063 129.6 2fS3 170.0 1063 J (J) � il3 63 in 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 Nag 940 170.0 1408 110.0 1015 1673 170.0 1076 170.0 1859 110.0 1122 156.9 2060 I70.0 1169 134.5 2060 170.0 1171 117-7 2060 170,0 1171 W J 661n 170.0 974 N0.0 789 1702 1159 170.0 903 170.0 1364 NaA 1002 1710 1656 170.0 1086 1753 1702 t1S5 170.0 1948 170.0 1210 1430 1966 17aD 1276 1226 1966 170.0 1286 107.2 1966 NDA tm 72 in 67.00 1063 Don eta 1To0 1276 170.0 t0ft IWO 1408 t70.0 7126 170.0 Ngo 170,0 1228 1734 17010 4315 1337 7734 1694 1396 116-6 1734 1539 !3111 99.1 17]4 150.4 1352 SU 7731 1602 1352 2 76 in 110.0 1122 170.0 931 170.0 1345 1704 1000 1685 1556 170.0 1209 ]147AM152.0 1285 13M 1556 1515 1266 117.9 1556 14 L3 1251 90.3 1556 128.3 1219 611 1556 1223 1219 7]] 1556 1212 1215 78 to 170.0 1151 170.0 967 7W2 1361 170.0 1116 155.8 1477 569.3 1246 0 1224 7212 7477 139.1 7206 509,1 1477 129.6 1191 90.9 1477 116.9 7169 77.9 N77 570.8 1158 68.2 1477 109,3 1363Q901. 1420 1110 1465 966 170.4 1110 123.9 969 101.6 1110 107.9 951 976 70.9 1110 875 922 71.0 1110 00.7 BID 59.2 IIID 713 091 603 1110 65.6 670 44A 1110 52.7 BID Z 04961n 117.0 615 1203 672 97.6 976 I01S 856 0.1.11 976 803 842 029 1150 975 712 811 66.5 915 65A 607 On 976 57A 789 41.0 975 623 T76 366 976 49.3 767Z �100 in 022 RS 61.0 6% 605 701 70.7 b05 5H.7 771 61.3 670. 654 457 771 49.0 555 41.2 771 443 647 34.3 711 39.9 632 292 Rt 354 621 237 771 322 6112 %C111In 737 730 77.3 661 63.1 730 650 650 64.1 730 5&3 rA0 9 631 421 TJD 450 627 37.9 730 11.1 614 315 730 952 600 27.0 730 319 689 23.7 730 293 661O120 to 69.9 67A 611.0 669 420 624 61.2 d60 d2.9 62d 443 652 6N 333 624 353 537 30.0 624 32.2 531 26,6 624 27.7 519 212 b24 2d.6 309 I0T 1114 225 301 xU4 in 34.7 433 35-1 400 289 433 29A 395 245 433 264 390 385 193 433 202 39! 17.3 433 582 375 i'• C4 j N N TABLE IIB 9f Z mo gnchorCrpedty Table(Ns) ANCHOR CAPACITYADJIJSTMENTFORMULAt � sub6fialir 27xOmme s&tCtlK. No7owCM5 FWA Frwood Matas ANCHOR Ni,)X t }-ANCHORCAP._ Site,Beo tr4•SS Exo 5116•Ex0 Anosted 1123kel 012 Sted MDWON AncDar7ypc sl6'BcaUOwcm vcEtcoueracon &tsBtoll84adm v4•Exott6racm SaWIG61Suew(C5} gtNytt } t1SETHISFORMULA700BTAINTHEANCHOR AnthorCOp Pattomr - varacon 1t z-1rr r 2-17r »re r avz 1^ zvr 2 31ra0.46 a5v 0.324• CAPACITY REQUIRED"CORRESPONDWGTOAN Embeo»ent n tail' lair taro• ta7r z• 7-v0.• t-vc 7-u4• 7-174• 1-u4' 1.114' lav^ tare• vases ACTUAL PRESSURE REQUIREMENT FOR THE 2ADrlarsQ478'IAnO,Qrst9fdW d43DaB1 ap trig-ly 3®ns 690106 450 ms WD As 1644 bs 270109 leo ms 0.54 Ots 740109 374 ms 6fi41m 34106 442 t s mo0.o OPENING,WHEN IT IS LOWER THAN THE MULLION 4Am11u801.15Mh O.OIStanand(1romeg Dp(F7627 48D Its 700 Do WA WA WA WA 300tts MIA WA WA WA69206 owns 1123 Rs CAPAC17Y(FROM THE TABLE)OF THE SELECTED 4Atxhm@3•Mh O.Q1M2s6Ang"lp 1gIg.D) 7W ns 780 Ra 680 n5 15W 0.5 1886 DTs 64009 560109 NIA 760110 746Ibs DID FIX 69206 DDS its 1120Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anch=00.54•MkLO 1Ibt;ttp,10t0.100•AtuDz 41 N7A WA WA WA WA NTA WA NIA WA WA WA WA WA 1267074 CAPACITY WHICH MAY BE USED TO QUALIFY tAMfV1FCDptNg 57 78616 195 ma 22Sbs 445Ibs 022 os 13506 14025 inns 31008 197 Is; 332 Rs 4731a 170 bs z21 m6 700 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclnr3at.t86gA O.CJFC1p 5j 240 bs 050[r NVi WA NIA NIA loons NW WA N1A WA WA 3411M 4426a 66060. ANCHOR CAPACITY TABLE PRODUCT t{MSBD as wmpiyina with The Rarib B.lding Code FIGURE 1• FlGURE 2: 1.250' Acseepiartce No{10^024$`0'3 TABLE NOTES: Bxpi rmDole 2p$� • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi Dada Plodm5t }tiltitll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. FIGURE 3 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3-94• `�'�:• y}CEN$4•••. CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -. Y EolBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �,= No.511705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 5: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -'"').=" y 4jf` (•9 Itj BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SMALL BE -'Ft KFAT 0' 6053-TS AND BEA MINIMUM OF.100'THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .624• �,•-• ht tiRt11F:' ` t * , • .045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST-125'THICK AND A36.ALL , S•••-...... rye`,,� * ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 9#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. 1.25"X 3.94X.624' AS, MILL.ER,P.E. MULLION FL P.E. 68705 TABLE 12A Mulllon Capacity Table IbOW RJROpeningWtdth(Wvertca*sparmingmWorts)orOpeningHetgM(for frodmnte7ysperningmliitorl9) �.� E 6014 sofa loin Wkk sero 10081 120 in 1401n 1601. Rectono der lft-prglaw Ra4lmguler Tmwwarg. Rat-Wo 174 M--i;. Recbvjw TmpnSarg. Rat.Wm Trepriderg. Rectangular Ti,09 ang, Rectm9Wm T 2X4X.28 tnedn9 tnad.9 Laada9 L dn9 Loadrg Loadng Left Losaw toactr9 tnadrg L." toaatn9 toadn9 na• Rates m Tre�ng. Lf ar 70oprn100 O Alum.TubeTi -p r r EtaMullionin e $ 8 s § g 8 g in Q� a a nil z 421n 170.0 620 1740 435 170.0 1 744 170.0 478 1170.0 688 170.0 500 170.0 892 170.0 519 110.0 1118 170.0 521 170.0 1240 17D.e 521 170.0 11466 170.0 621 170.0 !735 170.0 521 170.0 1933 170.0 521 i) 4885 170.0 708 free 524 170.0 650 170.0 584 170.0 902 170.0 630 1170.0 1133 170.0 $01 1704 1275 170.0 877 170.0 1411 170.0 660 170,0 1700 1740 084 770.0 1863 170.0 NO 1700 2297 170.0 1180 J )jf 60,025 In 170.0 747 Vol) 503 170.0 SW 170.0 631 570.0 1046 170.0 684 170.0 1185 170.01 723 170.0 1345 170.0 747 170.0 1491 170.0 756 170.0 1703 iMl)I 768 170.0 2092 170.0 756 170,0 2391 170.0 758 541. 170.0 T97 170.0 S12 170.0 958 170.0 091 170.0 itis 170-0 754 170.0 1275 170.01 603 170.0 t434 !704 637 176.0 1594 170.0 SW 170.0 1913 170.0 881 170.0 2231 17D.0 861 170.0 2530 170.0 861 LU G 0 11481 170.0 885 1704 701 170.0 1083 170.0 787 1740 11249 170.0 878 ;70.0 5417 170.0 944 170.0 1684 170.0 886 170.0 t7rt 170.0 1631 170.0 2125 170.0 1063 170.0 2479 170.0 1063 1601 25W 170A 1063 im � � 03 N 1700 930 170,0 745 170.0 1116 170.0 850 170.0 1302 170.0 B40 170.0 1466 170.0 1015 170.0 1673 170.0 1078 170.0 1659 170.0 1122 170,0 2231 170.0 1169 1817 2553 170.0 1171 145,9 2553 1700 7171 H 6881 170.0 974 1170.0 789 110.0 1169 5704 9W 170.0 13" 170.0 11002 170.0 IBM 1170.0 1086 170,0 1753 tMO 1155 170.0 1940 170.0 1210 170.0 2335 170.0 1275 M.S.2437 170.0 1288 132.9 2437 170.0 12M Z 721. 170.0 1063 170.0 676 170.0 1275 170.0 1094 170.0 11486 170.0 1129 174.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 1418 2184 170.0 1488 124.6 2184 170.0 1529 1082 2164 170.0 1530 7081 170.0 1122 170-0 937 1700 1348 I M.S.1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 $06.1 1960 170.0 1421 146.6 1960 170.0 1506 1236 1880 1614 1518 100.1 1060 154.0 1535 929 1880 152.7 1631 =5 H78 h1 1708 1117 170,8 987 170.0 1381 170.0 1778 170.0 i$t1 170.0 1250 170.0 1802 5700 1389 162.7 IBM 170.0 1474 137.1 1881 153.! 15W 114.6 1661 147.3 1473 96.2 ISS/ 139.6 1469 Me 1881 137,5 1464 Q LL r.00 In 170.01 1328 I IM0 1144 1491.11 1398 1158.0 7219 127.8 1398 138.0 1189 111.81 1388 11214,1178 994 1398 110.2 1162 88.5 1 13981101.01 1147 74.5 1390 89.8 1121 03.9 1398 827 1105 55.9 1398 704 ISBN z 9B 1n 147A 1229 151.6 1098 122.9 1229 127.8 1078 105.3 1220 1112 1061 82. 1229 819 104{ 01.9 1229 89.6 1020 73.7 1220 824 1016 61A 1228 722 893 627 1228 65,9 877 48.1 1229 6.1 867 IQ'- Z � 108In103.6 97t 1051 err 88.3 Int 80.0 652 74,0 971 77.2 809 64.7 97t 614 SV 61.6 971 61.5 826 51.8 971 515 816 43.1 971 494 796 37.0 871 44.0 782 32A STI 40.8 77t "Il. itH 854 818 97.3 832 70.6 819 814 819 66.1 819 709 608 119. 919 626 704 63.0 919 56.7 784 47.7 919 SIA 774 39.7 819 44.6 758 34.1 619 401 142 20.8 919 31.1 732 120 In 76.6 786 78.8 716 452.8 788 61.5 705 539 706 559 695 47,2 788 494 688 41.9 766 44.4 677 37.7 766 40.6 866 31.6 766 34.9 a53 27.0 788 31.0 841 214 766 284 831 144 Fn 43.7 Sib 442 604 384 440 37.0 498 312 598 31.9 482 27,3 640 2$Z 485 24.3 Sib 263 479 21.8 518 228 474 181 Me 18.6 464 15.5 548 572 456 13.7 508 16S 449 � K Q � +�,,. Q..t'I Z O O TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULAt n' �(0 V) An harCapacityThblsobs) -__ Stmsaat 27kCnntrde 35kCone. "amcmu HedCMO FFWdod maid (D_)X(_MULLtONCAP.,�,,,,,)_ANCHOR CAP,.,, 5r16'FJco 1266.60 5116'Eco .Vr SS oco 91OSted 6123W 012 SIW AnehorClrppatterria at6'F7cotmram vrEkoumacon VAmon artsF3rouMram vrBcoueruon A99re0dor Ultman AgWAor Srml(G5)Screr(C5) Sarar(m USE THIS FORMULA TOOBTAIN THE'IWCHOR Edge dslame(In) r 2-112' r 2-1/2' 310 r 2.122 1' 2-vr r 3ars r oAfi• ase 6422 CAPACITY REQUIRED'CORRESPONDING TO AN Em9edne6 n 13/4• taro• *314• fsrr r 1-114" 1.114• 1414• 1414' 1.114" 1.114' r 14V tare' valet ACTUAL PRESSURE REQUIREMENT FOR THE 2AncM @4475'MIAO.C,IStWdadOrOMMCVPgV 762) 390 Rd 350115 40 On 89026 16"Ins 22009 28496' 35405 74046 37465 664 tar Si60t 341 Os 44295 500106 OPENING,WHEN tTISLOWER THAN THE MULLION 4AMIW50ZW M40,C.)SImM01d(or OMM)C9p Ing.3y 740 Bn 140W MOM 1405115 1424 Mt NIA 660 NIA 695115 NIA BMW 150 WA 4206' 6650, 11200, CAPACITY(FROM THE TABLE)OF THE SELECTED 6AM?M81.71•Mta O.C.lS EOWS(OrOOstl)C9p(fig 4r 815 et 050 75B IM i8461M NrA WA 70605 NIA 799115 NRA WA WA 1152115 132rOt 1680 Rt MULLION.IT WILL YIELD A MINIMUM ANCHOR aarcrors�sM6Loc.I a6An91acugstt17a5Y 70041 T 699tH 7580.66' 1mbMn oar 566•a Nu 760115 746115 660115 fe92as seams 66555 `1120 ft CAPACITY WHICH MAY BE USED TOOUALIFY 6Attttrs Qr 3"1585,O.Cr(2j 7t5Argl,Cpst(R96T 1170Mt 4170M5 10200s 234946 2844 Ot 61 84085 NtA 1140 to 11220s 1326 art 28380t 1022!15 WINDS IMMS ADDITIONAL ANCHOR OPTIONS FROM THE 3AMMrs®1.34'MIn.0.0.104:Bp,Wo.12Y Akin ft 77 f1A WA NIA WA NIA NA WA NIA WA NIA WA WA WA WA 73 ANCHOR CAPACITY TABLE SArcMrs4 R6i•Min O.C.t842tp,Yrtto,t23 Ak1m(Fie 6) NAA WA WA WA NA NA WA WA WA NIA WA 7UA WA WA 21 95 PRODUCT REVISED 2Anch0m®268'k9n O.C1 F-00p tn9 eY 370 M n 470159 315115 7431 s 1 772150 NA280 Bit NIA 348115 NA 4401M IIA 3910t 44215856D to as mt mplyin8 with dm Flori 3Arctrmg1.71'MifLO.QIFtCID( ,I0) 44345 525MB 37D05 9731hs NA 35306' WA 969115 NIA j WA !OA 61105 1 SUM &Oat Building t s-Orf i�,Q3 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. a" CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expimlipa Dmc FIGURE I: FIGURE2; FIGURE 3: FIGURE 4: • • • ♦ • • • _RBL.NOTES: 2.000 B Mi ,Dad,910d0p Cao / "'I till • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \``� ��( _ • • • • • GENERAL INSTALLATION METHODS. ` .......... FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. SCALE.FOR EXACT DIMENMNS,• • • • • • • • • • 21-23. TO IN '- 3) .�. ' OS EHESHOLES H 4.000' 4U-56705 THE E FOLLOWING DIMENSIONAL RESTRICTIONSHOWN ON SHEETS 21-23.FIGURES OWUGG D, PROXIMATE OLE ct�T ••,;'t;• ARENDT STA.9'E 0- FIGURE 7. FIGURE 8: FGURE 9. FIGURE 10: 4 SUBSTRATE&.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT � U� F I, •^�� ANGLE CLIP ) n tOR1D., •• {FIGURES USED (CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL BE THfCK STEEL STUD YELLOW SOUTHERN PINE WITH AN SG OF 0,55. 'i�St • • MUST NPAIRS.� GAUGE). TRUUCTURALSTEEL OBEATMINIMUM LEAST 25'THI KANDA38 ALL ANCHORS INTOM MINIMUM ETALSHALLEXTENDATnLEAST3S4V THICKCREW 18 2•X4'X.25"MULtION rrr�j/QjVf��,i1G3�` • •• • ♦ THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LVP.E. FL P.E.#58705 TABLE13A Mullion Capacity Tablo tlb&W) Opening Width(for vaitica*sparittin mullforr)crOpening Hofght(forhorlaworftealILsit Mtn-) te SON 6013 1013 00 in 0013 10013 1 1201. i'l in 100 In e 4 Rectangular Tmp1Td.0 ReclartiPdor I TireprideM. RntgW RWIliang Rectertljthr Trapr" Rfcl.Wlw topMeN. Rederofer Twpadang,I Rec ngLAw TreprTdong. Rodangul Tre ,ang Rectwolu j7wp-FTd8n91 2x6x.215 L--&V Loclaq toodn Loaft Load1to L-dng Lowbg Loaft ft L-aLwdng Loaft Lw&o Loafing toW dag L-ft &CLoaft L"'Im Ilrsa: Alum Tub Il 19 Jj el k! (yl z v LM 42 In 170-01 620 170-0 435 V0,111 744 170.0 478 170.0 SUM f70.01 5W T70.0 I M 170A 519 170.0 ltiO U0.0 62t 170.0 t240 170.0 521 170.* 1468 170.0 521 V0.0 1736 170.0 521 170.0 1983 170.0 521 9 4813 170.01 IONS 170.0 524 IMO 850 170.0 584 170.0 092 17OLO 630 170,0 1133 170.0 661 170.0 1275 ILO.0 077 170.0 1417 IMO 680 170.0 1700 170A 650 t70.0 1983 17U 6110 V0.0 2W 170.0 600 Ut 60.Q5In 170.01 747 Will) 6603 170.0 am 170.01 031 1170.0 1048 170-0 684 170.0 1195 i7Q.0 7Z3 170.01 13451170.0 747 1704 1494 Call 756 170.0 1703 170.01 766 170.0 2"Ma t70.0 756 170.0 2391 170.0 758 x 54 b 170-01 797 T700 1112 170.0 958 WOM 1 601 Vat) Ilia 170.0 754 1704 12UTS 17010 803 170.0 1434 170.0 837 i7o.01 Mill I irao 656 170.0 1913 Ititol tol t7o.jI 2231 170.0 Sol 170 1 0 .0 2M 70, 661 tit O 6091 17&0 69 170.0 701 170.0- 1003 Vila 707 170.0 f240 1700 876 170.0 1417 170.0 044 170.0 IS94 ITU M 170.0 1771 U0.0 1033 170.0 2t25 170.0 IM floc M 170.0 11163 170.0 2W 17ito 1053 0) 6317 IMO 930 VIIIA T45 170.0 ItIG 170.0 $50 170.0 1302 171XO 040 -17 (0 oD 14600 170.0 1015 170.0 1673 170.0 1076 170-0 1859 170-0 1122 170o 2231 170.0 1180 110o 2803 170.0 117t 17aO 2975 170,0 1171 68 In 170.01 074 17" 784 170.0 ItOg 170.0 903 170.0 13M 170.0 1 - OMO2 t770.0 I SMU t70.0 I iMS V0.0 1753 00.0 tiS5 170.0 J9048 U0.0 i2tO 170.0 2338 170.0 1275 t10.0 2727 170.0 12511 i704 Nit T10,01 IM 7213 TMO 1083 170.0 1178 17OX 1215 170.0 1009 170L0 1 1468 170.01 1128 floti I= 1702 1228 170.0 1013 Uat) 13f5 t7" 2M t7ot) 1367 170.0 2SW 170.0 1468 Z (1) - IMO 2976 17U 15Z 170.0 3400 Roo I I= :E 0 76 In 170.0 i12Z 1701 037 170.0 IUS V0.0 IDW 170.0 1570 170.0 12=09 170.0 1?04 170.0 1322 170.0 2019 1?0.0 1421 170.0 2243 MAI 1505 170b 2892 i7o0 1029 1170.0 M40 170.0 1094,170.0 3M 170.0 1703 5 T - - -j A 1z N 761. 170.0 101 170.0 007 170.0 1381 110.0 IiIS 170.0 160 i7oll, 1250 170.0 160 170.0 1369 t70-0 1 2072 1 470.0 1474 170.6 2302 170,0 1564 170.0 227833 170.0 IM i7o.0 3223 170.01 iM 570.0 303 170.0 1705 < M 170o 'TO 0 "'1 "0*0 1700 17().a '-o i-o "Ito T1411 44, 1112 'TO 0 5 rT4 D 170o itil. all. 170.0 I= 170.011144 170X t 1594 1170.01 U28 1700 iN9 178.0 1468 00.0 2W IMO 1653 141.0 2391 1704 IM 170.0 2850,170.0 1916 170.0 3166 170.0 2125 156.0 13 R0.1) 7j N 34 2273 13&.5 3413 U0.0 Mat z 0 '70-0 L11! !;7!1 20-15 1 0 3199 f70.0 2338 437.1 31" 168.6 24TO 120.0 3199 156.1 2428 1 0 Z -T 7 ' 1819 2333 i2a6 2761 140.4 2281 J05.9 2781 12&9 2234 02.7 27ill ji8.0 2180 as 1. 170.0 1417 IMO 1232 U0.0 1700 1?0.0 1434 170.0 1983 170.0 UI22 170.0 2207 170.0 1 1952 z t9t3l 170.01 1847 170.0 2231.170.0 1871) iloo 22WH I.N it 4 108 In VWO M1594170.0 1400 t70.0 St lith 17OLO 1636 170o 14S4 170.0 1960 170.01 1740D T70.0 IOU k2141 x S2 I_ 120 1. 170.0 1771 170o Sao T70-0 WS M.0 185911-411 '!5Loo -1 135,1 2252 141.4 1984 120.1 2252 1272 1938 106.1 2252 118,1 1915 90.1 2252 09.8 1872 772 2252 88.9 1838 87.8 2252 81.4 1808 r 6] ? 411 I- U414 12&1 1584 128A 1445 c"I X Z TABLE 138 -9 ANCHOR CAPACITY ADJUSTMENT FORMULA, Ani horCavacltv Table Obs) Substats 7-78Oxclef. 3.5k c(M Hoffm CMU Fftd CMU PT Wood metat (,p )X(ANCHOR CAP. I=ANCHOR CAP.- A.h.rlyp. 3fIW U11mm 1/4,Elm Ulltw 5116"Elco ',MULLION CAP._,_/ Ir 68 Eke 5110"Elco 114%SSElco 010 Steel I Mated 01211led AnchorCllp Pattems AQW6Glar UIU.- AllpeCalor Screw(05)188' (W) Suer M) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(Inj 1. 2.lrr 1. 247 3-V8' 1. 2-IK I- 244 r 3-118' r 0.45 I OW 0.324* CAPACITY REQUIRVOCORRESPONDING TO AN I tato' 1.31' 1-34' I374' 7 I-1/4' $4ic 1,114- t-1/4" I-113' 1-114, 2* I-we, lqw -Im ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnehM 134.76'Mb.O.0,1 SW4Wd"Oftel CUP(Fg.1114. 390 Ms 390 ft 450 R. -Mr-. 1644 Ilm 270 Its 20 ft 354 W 7439. 374 lbs GUM" 946w 341 lb. r42-lbs --59-ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtm @ 4.W W O.C.I Mancleid(wMell CUP ft,3} 78083 78024 00ft t7801b- 3232 W- 5004 SWIM 70803 1480lb1 748 lb. 1212 IbS IM)b. 692 a. 885(w 1201ds CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anctzm @ 1.71-NkL O.D,I S;L-n"loro(s-1)cIp ft.4k 11800. UOD WS 1010 r. 2M lb. WA WA B40 r. WA loss lbs WA WA WA 1363 Al IM lbs 2240 pu MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aacbom@3•Wx0.0 I(2)2%5Ar4%CVps1(F)a.5).j IN 780 ft 88014. IWO IbS 10909. $40®t 500lbs WA 760160 748 Ms -aft- 16926. 68283 W5 to 1120148 CAPACITY WHICH MAY BE USED TO QUALIFY 8 Amhm Q r K&L O.a f(2)WAn&Ck.I eo ism ft fm M. 3f20ft 0* 1680 ft ill0ft WA 15MWft 149663 17SQr.1 378476t i363ft 175074.. 1450!n ADDITIONAL ANCHOR OPTIONS FROM THE 12A.hom @ I.V Ka Or-I 07)tj 1!61650 1 t 2100lbs 1440 ft 3780741 I WA I WA 132091, WA 15M lbs NIA WA F- PW-- -20-459. iiii. [ANCHOR CAPACITY TABLE, WA WA lllA WA I WA I WA WA WA WA WA 1 A I" WA 1430 W3 PRODUCT REVISED WA I WA I WA , I WA 2861 R.8 Awbm @ 0.64*Min.0,0.1 U01p,Wo.125"Am.1 1, WA WA 1:��A !NLA WA as mmplyig with the Rod& 2Anclws a 4.W Mix 0ZJ F-ap ft,10Y.1 390*6 1 390ft 1 4110W owift 161803 270 Ws St. I U! 1---2.000--1 A 4 AWbM @ IM-Min.O.CJ FL011p TW.till 58003 1 700 ft 1 505 lbs Imm I WA I WA 1 470 IbS .533 ft I WA I MA I WA 1 6021.1 88511. 11200. NOTE:FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250' FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4, FIGURE& FIGURE 9�.FIGURE.lo-. URE 11. TABLE NOTES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON Fs� LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. -A -A 'So .35 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE T.' SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE a CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FIU-ED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM To ASTM C-90.WOOD 11-AICOF k1 (FIGURES 5-7) SHALL BE PRESSURE-TREATED MUSTBE YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.1251 USED IN THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEM TO PAIRS. BEAT LEASTA 25THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2*X 6'X 2F THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'MIL R,I.E. MULLION FL P.E.#58705 TABLE 14A MutltonCapacity Table(bane hal I Opening Width(foreenlcaty-sparm"t mullons)or Opening He1ght(torhoAzonteAyspenritg m1non9) �3 WN 6D In 70 In OD In 90 in 1p0 to 5201* 1401* 1160 In � �a RaWrgulm 7reprMarg. Ratargulor Tmp/rdarr9. Rectergutar TrepRdmg. Rectan0�4ar Tmplydanp. Roalorgtd9 Trop/Blarp. R4olangdar Traprlliara Rectmgdar Tmpndarg. Reclan0idar Traprr#.M RectwWW TppndanO. D cs 125"m2.11" L� dha Loa" LQWV L-ft Loaft Lcadlrp Lome Loaaeg La" Loa ft, Loadtn9 Loatano Landing taadtng Loaft L-ft Lending t.oamng X.125•'Alum 014 :d Tube Mull H 1 2 �v � Z 421* 14k2l 625 1E7A 128 12&2 638 1489 418 1010 575 138.91 414 90.1 528 1348 411 80.1 626 130.1 411 721 528 1311 411 80.1 628 131,1 Aft 61.5 526 131.1 411 Lot 528 134.1 411 0 40 In 86'.8 403 10&0 333 80.5 dtki 94.7 325 614 403 884 3 6R; 403 51.A 317 63.7 403 79.1 316 46.3 403 78.8 314 40.3 403 78.8 314 316 403 788 314 30.2 400 786 3f4 588251* 62.3 367 91.0 301 688 302 78.3 294 588 367 71.9 289 51.5 322 $7,2 280 487 362 64.9 2a4 41.2 382 886 283 34,3 382 83.6 283 28.4 382 835 283 257 3B2 B35 283 Ir to 641n 67.8 318 74.1 257 566 310 84.2 261 485 318 57.7 256 424 310 53.5 2$3 37.7 318 $0,8 250 33.9 318 488 249 283 318 49,1 248 242 318 49.1 246 21.2 918 49.1 248 m p 0 +E 60h 485 258 S11 210 41.2 258 457 214 353 258 487 210 �.9 258 372 207 27.6 250 34.9 204 24.7 2% 3a4 203 Me 265 322 201 17.7 258 322 2f 15.5 269 32.2 201 (D 10 ff} 3 $3h 42.7 234 46.0 TOl1 356 234 381 185 30.6 234 31.7 192 28.7 234 31.8 188 23.7 234 28.4 166 21.4 234 280 184 17.8 230 28.6 183 153 234 285 1a3 13.4 234 28.5 183 W J Win 37.2 213 39.4 183 31.0 213 337 178 26.5 213 29.8 176 23.2 213 27.0 173 20,8 213 25,1 170 186 213 23.7 1� 15,6 213 22.Z 187 t3.3 213 220 780 11.0 213 226 f83 IL t7j T21n 25e 178 3&i 155 23.8 178 258 152 284 578 22-5 M8 17.9 179 29.3 147 16.9 i79 T&7 t45 78 h 24.3 161 254 140 20.3 167 21,8 137 17.4 181 19.0 135 152 181 17.0 133 u u Z 78 In 2Z5 162 23.5 133 i&9 162 tike 131 1&1 152 t7,5 Q 64 cf H 1 TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z Q N Q AnchorCso T�bI*pb5) Q Z ANCHDRCAP. h X00 suwlratc 23%Cor"ete 3.9cCtrt- 11e5aw4'Mu 1-->oaltasu Piwood 14ga1 @P)X� �=ANCHORCAP.- !n Arcnariype: y18'Eko Utlmcm f/r Elto Mr32p1 &15•Ek0 31t6'EkoUMwn 1/r Eko Ul9acon 11'r ss Eko 6110 Eko WSSEVO #SOStea b1251Ee1 8IZSteel MULLION N o AnchorCitp Pottema tnccm AgWeeGaalar Ullman AWeG4W Scnw(W)Sue4(G5) screw(45) USE THIS FORMULA TO OBTAIN THE ANCHOR UJ Ecoeoaterce(Ml r 2.12 r &t7r s-Ire• t• &17t t• 2-vr z 3•va z 0.46• 0.54' 0.32* CAPACITY REQUIRE:D*CORRESPONDING TOAN f N � N Em6ameal(hY Fara^ Tarr tarn larr 2 Lara• 1-v4• 1.11r 1-v4• 1-17r /•Ur 2 tare' 1-318• 19fes ACTUAL PRESSURE REQUIREMENT FOR THE 4 Amfors Q T hft O.C.r(2)216Ae0e Alpe I ft 1 7801e5 7BO ID5 6eotOs 1560 p5 1896 W8 649 ms Shams WA 780 Las 745 Its Booms 18p2 Ct 682 Ws 8B60s 1430 Rd OPENING,WHEN IT IS LOWER THAN THE MULLION Q Q O 4 CAPACITY(FROM THE TABLE)OF THE SELECTED d•Y Z SON MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i`1�5�"� PRGFi•UCr REVISED of complying with the Find" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r Building Coda FIGURE 1: ETIli ( AcmptanwNo tiv49'1.)$,e3,j 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. D'`pi-0-D;iHOZ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2115" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, Die Ilodun ANGLE CLIP MUST BE USED IN PARS. 125, 115 111 h I 4C)ONCRETEE BLOCK UNIT(CMU)SUBSTRATE&.CON CRETE SHALL CONFORM TO ASTM L CONFORM TO ACI 331 SC9D.WOOD STIOPECIFICANHALL BE PRESSURE-TRES.HOLLOW AND ATED GROUT-FILLED i `\,•`OT�I tin{y(yr/CI YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' t ��';'�tGEL�SF'•`rP THICK.STEEL STUDS TO BE A MINIMt)M GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 212"X.125'MUCLtON `�= •.•;t�� LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHAEA LL EXTEND AT LST 3 SCREW THREADS BEYOND ONTEGRAL FIN MULLION) No.58795 THE MATERIAL-#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8&S.OR 410 S.S. q '�` sIATEOF .��t7ti f''fi S'IOAII�> '`' A.1: hRkMIL1E6 P.E. FL P.E.#58705 TABLE 16A - Mo10on Copulty Tabi•ibsie Opening Width(for v915caPprpatrirg mu6id11s)or Opening Halpht(for horimMeGy-Vamirg moors) I! s01n 601. 701n win 901n 100 In 1201n 1401. 16010 Reunw1w T1 m..a. Re.W-2d4r DatMUV' Rett-Wm hgYi'1009. Rectmnotmr Ttaptrdenn. Rcm�Wmr hoprrdkV. ftwooMdar hapmtmp. RDONW01 hepmfeng. RecwWmr Tt wnwvl. Rett-Ar 1tapm-g. a q 3,2G'30 Lowen 1.0"no Loft laming t.adnp 1022 tamdng L6man9 Ua ft LoWng Londa an9 Loaft 4.aft L.eL-ang Lwdnn taedtrip L.ad.O sY DEO.AL a a 2 2 r 2 n Z a z _ _ _ BAYMULL LO s en a 421. 470.0 020 170.0 435 Iran 744 1170.0 478 ROA 868 1700 500 170.0 892 170.0 510 170.0 1116 170.0 521 170-011240 170.0 521 170.0 1466 170.0 021 t70.0 1735 470.0 621 149.1 17401 170.0 521 1 � l3J 48 in 170.0 708 170.0 624 170.0 850 1170.0 694 RDA 092 170.0 630 170.0 1133 lion 661 170.0 1275 170.0 an 170.0 1417 170.0 6a0 1622 1672 170.0 880 1130.6 1572 170.0 680 1114.2 1522 flan 850 50.626 in 1700 747 170.0 683 170.0 890 170A 631 110.01t046 170.0 684 17&0 1195 170.0 721 170.0 1345 170.0 TIT 1642 1443 Iran 758 136.0 1443 170.0 758 117.3 1443 1700 758 1028 1443 170.0 766 � 6410 00.0 797 Iran 612 170,0 096 170.0 Gal 170.0 1116 170.0 764 Iran 1276 17&0 eW 100.4 1353 170.0 837 144.3 1351 17&0 650 t20.3 1353 170.0 561 I03.1 1353 170.0 881 902 1351 170.0 081 601. 170.0 686 Van 701 Iran 1083 170.0 An 167.0 1210 Iran 076 148.1 1210 170.0 944 1298 12ta 159.6 938 it&9 1210 1521 924 97.4 1218 14&1 813 630 1218 148.1 913 71.t 1218 14&1 813 631. 170.0MO 00.0 743 170.0 lt18 170.0 050 1602 1150 168.0 833 131.0 1160 453.0 914 116.8 1150 t4f0 898 105.1 5450 OL2 885 87.0 1450 t2&7 671 75.1 1150 1202 870 65.7 1160 1282 870 68h 170.0 974 170.0 789 152.4 1048 185.8 061 130.8 1011 1400 864 114.3 111$ 133.1 650 MIA 1040 123.4 639 91.4 1048 1t6A 830 7&2 1048 109A 821 653 1048 1082 816 57.1 1048 10&2 818 Z ch{' m •�' 721. 4405 ON 47.9 764 117. 080 12&0 748 100.6 880 Ila$ 734 0&0 NO 100.0 7222 70.2 090 920 712 700 080 862 703 5&T a80 792 093 $0.3 580 70.6 60 44.0 800 76.4 886 Q Q 7o 1. Ila.? 780 125.1 690 990 790 106.4 ala 865 No 03.3 663 74.8 lap 93.9 652 60.5 780 7&a 643[19.2 700 712 635 49.9 700 05.1 024 428 79a 87.1 619 37.4 790 81.5 617 «[�� +� 78M 410.8 750 1155 657 82.3 760 9&1 644 ?at 750 65.9 832 692 750 77.1 621 615 750 70.6 512 150 66.7 005 40,2 750 59A 694 395 750 582 668 34.6 750 65.6 IN N Q `Q O 9011 721 667 740 600 6&1 603 829 491 615 689 114.8 487 45.1 603 t0A 475 40.1 383 440 48a 583 400 402 300 5M 362 452 25.8 683 33,3 445 225 683 31.0 442 Q m 7uZ C" 901. 59.4 405 81.1 443 49A 495 51,5 435 474 495 445 427 37.1 495 391 421 33.0 495 3&1 415 468 332 409 245 496 29.1 400 2t2 495 28.6 304 18.8 495 25.0 390 LU pt A � 108h1 41.7 391 420 353 34.6 391 351 374 2&8 391 31.1 742 2&1 391 27.6 337 232 391 24.9 333 381 228 328 17A 391 10.7 321 14.8 391 17.8 315 �Fi LU a 11101 300 370 302 335 320 370 13.0 330 275 370 28.8 326 24.0 370 26.3 520�2$.4 570 220 318 370 20.8 3f2 4&0 370 10.1 305 2' W 12-310 30.4 317 301 249 25.3 317 2&0 284 21.7 317 72.5 780 19.0 317 49.9 Z78 377 17.9 773 (Fj O Q � ?� 44410 170 220 17.8 203 Q.. Z a O p TABLE 15$ A11chOrCa Table ANCHOR CAPACITY ADJUSTMENT FORMULA. t 110 0 aI ANCHOR Suastrete[ 2.7k Carcreta 3.50 QqK. HaBav CMU Fded CMU PT wood Mebd (DP)X t }=ANCHOR CAP."„ 6'16.000 liras Ek.5rt0Eko 114'SSEke #106ted 01231ed 0128ted MULLIONCAP.,,a,,,,"� Anchor Clip Pattem6 AncBoriyp.: 3r16.13t.tg0acon t1i'E1c.tlOtacm Nvaan 3�i6Hc.tOtracm vi'Ek.UiDac.n AppieCata Ulm AffeWW Semw(05)Scre (W) W w(Os1 USE THIS FORMULA TO OBTAIN THE ANCHOR EdPMOenmft 1^ 2-!m I• 2-11r 3416' 1' 2-trr 1^ 2-!¢ Y im re 2• OA6• &sir 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmntpnk 1-314• taro• 1,314• 1.314' Y 1.114• 14 1-114- Mir 1.114' 4• x I3r0 I-W �ertSa ACT UAL PRESSURE REOU)REA4ENTFOR THE 2Arkhas 4D 5'000 O.G.I(2)ZtsAngie !(Tip.it 390455 3901bs 45afm agoM InOft 210 taJ 240104 35414. lag 91.v 374 tis bs 046 M. 0419tt 44211. 560 rob OPENING.WHEN IT IS LOWER THAN THE MULLION 4 AwJjM®3.0 Mm O.C.IM 2x5A.npie pips I(Fig.2k 7809re 1809,3 700 ft 1678 In 25M ft 540 ma 580165 wa n�wen 749 m5 m ta92mm de CAPACITY(FROM THE TABLE)OF THE SELECTED Oikr4f s@2-71.Un.OA.IM2c6A.Ip0 CIPS I ft.3z 1120axi 11201.65 0580a 724011A 2254 ft WA B40Iba WA f0591hs WA 1320Im WA 1022 tis tan 915 1880 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1• w Camplyf is with LLm 1:10tid4 TABLE NOTES: a Ming Cade Acaplana No IGro21$.p3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Piral'an Dela SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. Mi Dade Pro" t11fli)r1r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEESHEETSHTS21.223. .125" �� (L t fIT/ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. �,. `��1Ot•'GFP:SF'�l�R FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALT,CONFORM TO ACI 301 SPECIFIC:4TtONS.HOLLOW AND GROUT-FILLED 3.250• 7,0 88705 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED n - 2 • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12S' (f( /L fCC C w THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY %.0 )g Jv ;1i/: LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION J�jJ MATE OF ;,�` • • THEMATERUU..A10&A12ANCHORS INTO WOOD MAY BESTEF1,18.8S,S.OR410S.S. ,�C '•.,FLORtD?:•' �; TABLE 160 • MUI(IanCa Ila Tabla 61412 OpeningWidth(forfelUcallyspamlrgmullions)orOponlnnHaight(for tnrimnteysparringmWons) �+ � 50 in so In 70(n to In w1. 100 in I20In 14013 180)n Pw'MPW 1kormetp. F4cter9l/et TrWll tty. Rectm4ufar Tmprma-u- Fedo m4v MwTd v Rectower Tta mmg, RKWVWv TmptTt anZ RectsWor Tt#prrdw4 R-w4del Tmpliden9. tlxtanm4m T)e Id-9. ti 4 r 3,26"45 tondn0 lm4rg LoadnQ toedno Loft tn46ng E.oatf g Loading Leadn9 Loadrq LmdnO Looft tuadn0 Loedr4l L.oadoo loadno Loaft 1#edn9 Y 4155 DEO.AL 1 a DAY MULL 11 N Is al In i J z Nm 121. 170.0 sm 170.0 435 170.0 744 170.0 478 170.0 sm 170.0 sob 170.0 882 170.0 518 170.0 1118 1700 521 170.0 1700 17-0 sN 170.0 +4BB 170.0 621 -110.01 1735 170.0 527 t60.31 18711 170.0 621 4813 170.0 700 170.0 524 170.0 050 170.0 SU 170,0 BPL 170.0 030 17mo 1133 170.0 Gal 170.0 1775 770.0 an 170.0 1417 170.0 680 163.7 1037 ITO.O 000 140.3 1837 170.0800 1228 1837 170.0 800 606250- 170.0 747 Rao 503 470.0 646 1700 831 57x0 tO48 1700 684 1700 1195 1700 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 17MO 756 128.4 1652 IMO 756 tta{ ISS2 170.0 750 541. 170.0 797 170.0 Bt2 170.0 ON 170.0 891 170.0 1116 170.01 751 170.01 1275 1700 803 170.0 1434 t70.0 UJI 837 1552 1455 170.0 s58 1203 1455 170.0 881 110.0 1/55 170.0 001 B7A 1165 170.0 BBt m O t7 601. 170.0 865 170.0 701 1700 1083 170,0 787 170.0 +200 170.0 079 157.1 1300 170.0 944 138.7 1308 170.0 998 125.7 1308 163.6 994 101,0. 1308 157.1 902 BBd 1308 157.1 882 79.6 1308 167.1 982 I-- J 8313 1700 830 1704 745 170.0 1116 170.0 854 182.9 1247 170.0 840 142.5 1247 1845 803 120.7 1247 1526 885 1140 1247 144.3 052 K0 1247 1382 836 81.4 1247 135.7 835 71.3 1247 136.7 935 2 W J 0. $�• as in 170.0 1 971 170,0 769 170.01 1189 1700 800 1444 1180 103.7 885 128.8 1180 147.8 945 1160 1190 136.5 028 103.9 1100 12&4 814 88.8 1180 110.6 090 742 1190 118.1 083 84.0 1190 110.1 893 Z cf)494 C 72 In 161.61010 169,0 877 134.7 IWO 144.6 058 LISA 1010 1272 842 101.0 Iota 11{,7 823 80.0 1010 1056 817 00.0 1010 9&9 607 67,3 1010 400 -ms 57.7 1010 67.6 790 SaS 1010 87.7 749 7613 137.4 808 143,0 782 114,5 800 122,0 775 08.1 9110 107.1 781 85.11 900 982 748 7&3 906 883 738 66.7 806 023 728 57,3 906 747 7te 48.1 900 7t.2 710 429 408 70.8 708 -.) r 7S 1n 127.1 851 1325 754 105A 841 1125 736 00.6 501 88.6 725 T9.4 661 BB5 713 70.6 601 01.0 703 03.6 861 75A 694 530 6Bi 68.t 681 45.4 081 64.5 675 3&7 881 03.7 072 9091 827 848 65.4 571 8&0 846 721 SU 5&1 648 62A 554 51.7 640 5&1 545 40A 60 590 537 4tA 848 470 530 34A 618 41.5 $19 205 648 38.2 51t 25.8 018 36.0 507 Q Z N 9813 482 588 70.1 SQb 58.6 588 511 489 4&7 588 51.4 S9! 428 566 45.6 463 37.8 568 41.4 478 34.1 568 344 4771 28.4 588 33.4 458 248 588 30.5 452 213 586 28.7 447 WO 1QB-in 47.9 MB 45.9 405 30.0 MB 412 308 342 448 35.7 393 28.9 449 31.7 387 2&6 M9 28.6 382 23,9 448 2&1 377 20.0 444 22.7 388 17.1 MB 20.4 301 15.0 449 t&9 358 W rn 111 h 44.1 425 /S.p 365 3&8 425 U. 370 315 425 32.8 373 27.8 425 2&1 307 24.5 425 282 382 711 425 24.0 358 ISA 425 20.7 350 t5.8 425 10.6 343 Q.' 0 � N 12413 340 364 35.5 33S 2&i 384 20.s 328 24,9 304 25.6 321 21.8 304 228 317 W4 364 20.5 313 17.5 304 1&7 308 Q O 144 to 202 253 200 233 1&8 1 253 17.1 230 TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorC9 ael Table 9 SANCHOR CAP.w„11 7 ebabaw.. 27kC-mo 15kCak. Hog-cmu Fitts CMU PTWooe meal (DR_)X� l=ANCHORCAP._ An*W Typo: arta Eketttm m tt4'E"Uioacon 9Sa Eko 3110•Ekowmcoo, IW Ek:o UNocm 114-SS Eko 5H6'Eke 114'SSEko #10Stee1 #t23tW Mated MUL110N CAP.",,,,,,, AnchorCBpP•tteme moron AMOGator Unmoor AWeGator Bcrew(G5)8Cmw(G5) Sorew(Giy USE THIS FORMULA TO OBTAIN THE ANCHOR Edao Dwm o8ny r 2-112' r 20.77 3-10. r 2+2' r 2-177 x Sara x 0.46' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EM.Od M(Iny 1-314' tarn 1-374' taro- x 1410 1.14• 1-114' t-tn" I-114' I-Im" 2' 1.110' 1.3M- asdee ACTUAL PRESSURE REQUIREMENT FOR THE 2AxbomQ6'Mn O.CjP)2.5 nple Cops IM ty 390rbs I 390®0 450 In 690 ma 1700 ft 270 Ms 26albs 354 w3 740 Ws 374 M. 1201bs 948 ms 341 w0. 442Ihs 660ma OPENING,WHEN IT IS LOWER THAN THE MULLION 4Awbcm@3OMm O.Gr(2)2c5An9le Ckpsift2): 780lbs 76ama T9oms 1870 ms 2525ms 640 pa seoma wA 1120 m5 NNW 080.14- ts9x ms seems 8857W n2a Ys CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AncMce@ 271'MW O.C.I M2t5An91e C6p 10:12-3y t1204n 1120lbs 8581. 2M246 1b. 2254 tbs wA 840 IM wA 10-97-- WA 1320 ma WA 1022 ms 13271bs 1Be0 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCE REVISED FIGURE 1: .comw plyin6 ith Oro FI04icA TABLE NOTES: nuildmg Cade Acapt4rtca7aa 16»0218.03 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Fac imllonDate �QZ� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M18`° tYoduOt 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. tilt 17I • ♦ ♦ • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,125°Q.Y FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. �;4\''t'-.•Lt�r•NS,c''•.�'� �� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No-G9?05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHAD.BE PRESSURE-TREATED ♦ ♦ ♦ • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL.BE 6083-T5 AND BE A MINIMUM OF.12W ) LZ THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT :-(1 '� LEAST A25"THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �!rti • Il�._J THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S-S,OR 410 S.S. N'•. STPJ'L•OF :•,` ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. (URO . sty '•. fit. P �l:, A Ll'NN CI E!W2`E. FL P.'.#58705 - --I 1.000• I-- -� 1.000' r-- L1AA9 C -•� 1.000° 1.000' .125° 7 I d C .125" �Y 2.750' .13.125' .125" 2.760' 25' 3.11)8' tL .125' ' N 2.000' 2265' 2. 000' yg . I11607 L 125 U) L 125' 375 375' 500' O F T 900• T J LD 1'X2•X.125'MULLION 1'X2'X.378 MULLION 1'X 2.75'X.378 MULLION 1X2.75 X.B50'MUWON 1"X3.125"X.5'MULLION 1.25"X 3.188'X265'MUWON 1.26'X2.11'XA2SMULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM. 6083-T6 ALUM. 8083-T6 ALUM. 6063.76 ALUM. 8083.76 ALUM. O XSECTION XSECTION XSECTION XSECTION X-SECTION XSECTION X-SECTION m N 0 F- 0 ( J ')"{�--.125° �-{r-.125' �I 1'-.125' �` z 7 TABLE A z w N U11 2X5 ANGLE CLIP STANDARD CLIP Dimension Value pn) For Mullion:6083-T6 ALUM. aa ] Z 2.000' 6063-T6 ALUM. 2125 XSECTION -1 0_ ccc��T XSECTION 2000' A 1.625 _ U-CLIP 1"X2*X.125" Q `' r 1 6063-TB ALUM. ,125' B 2854 Aluminum 1-- 125' .125 XSECTION C 0.895 Tube Mullion Q Z 0 Z C-4 O D 0.740 y Q 90 4 .125° I.740" A 1.125 V X2°X.375' W -I B 2404 Aluminum uYj •37r� 3.125' CREATE CREACUTTE FTCUP.SEE MIN. 5.000' _378 MIN. p 0.4� Tube Mullion a2� Q y y MIN. r DETAILF.SHEET4 .338"MIN. A 1.875 $ 9.0 r-------� r------- I --------------------- B fow 3.000 1'X2.75°'X a'e U-CUP ff'7 F---------1 -� L_ _____J I L_______J A A I 6063.76 ALUM. ___________________., 2X5 ANGLE CUP C 0.757 .375AILuNRum TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion L TOPVIEW 9 STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E 450 Min. 6063-TS ALUM DASHED BOUNDARY.SFE SHEETS 517 FOR THE A 1.312 V X2.75 X CENTER OF ANCHOR HOLE MUST LIE ToMnEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR WHHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.OD0 .850' SHEETS 517 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER ANCHOR DIAMETER+1116'. SHEETS 5-17 FORTHE D 0.836 ANCHORO.C. TABLE B DISTANCE MAXIMUM PGT Part# A 2.000 1°X3.125X BIKODUCr REVISED 5.500' .375 ANCHOR HOLE Mull Dimension(shBet#) B 2.837 Build'complying with 1 -0,2ty DIAMETER:ANCHOR Mullion Std.Clip Offset Clip ll-Clip Angle Clip �'Alum Build' code .375• MIN. DIAMETER+1116'. C 0.883 Tube Mull Accegaocet4o(�'021$.03 MIN. 1"X2"X.125'(5) 66605 666113M 6661118M 666243M 6M511M D 1.137 pini Dau W21 r---- -------f--------'---� 1"X2'X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2625 Dy 1 ( 1"X275'X.371?(7) 66607 668115M 6661120M 666245M 666513M B 3'� X,265'A m M Daec erodua 1 j B VX2.75'X.650'(8) 66608 666116M 6661121M 666246M 666514M U 0.8nTube Mull \762 \`�,`a,141'NN ---i--- D 1 1"X3.125'X.500'(9) 66637M 6661116M 6661114M 666242M 666515M I i I i I 1.28°X2.11'X 1\�',..•�\CrPISE I i 1.25'X3.1138"X.285'(12) 66641M 6681117M W61113M 666241M 666516M A 1.813 .121'Alum ------ ------� 58705 I 1.28°X2.111'X.125"(18) 69370 WA WA WA 686517M Tube Mull {.: ldo. - A C OFFSET CLIP NOTES: .O• ` �! .125 6063-76 ALUM. 0.- I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. ''A E .740'- ':%`�•'..FIOR\��' `��'. 2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. A.&NA11y11IGOR)p.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E. 58705 --� 1.000' --j 1.000` 1.062'-•) • S85 740` n .001 {«{ ,125' .438• FE.121STANDAR.. IS 4.000' 4.000' 4.000" P (!2.625' 2.000" . 1.125' I U-CUP 2,000' 2X5ANGLECUP I 6N3-T6ALUM. 6063T6ALUM.125' .125` " X-SECTION XSECTION ,725 N 031' �� .� rn .125 CENTER OF ANCHOR HOLE MUST UE WITHIN THE J .375' '1 .375' - DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE S ANCHOR D.C.DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+11`16'. - 121 f) 1'X4'X.125' 1'X4X.375' 1'X4X.375 5• , ' pp MULLION MULLION 'r-MULUON CUTHERETO 5A00' m Z t7 ~ 6063-T6 ALUM. 606376 ALUM. 606378 ALUM. 375" 3.125'----�j-CRFATEFCUP,SEE •375` 375' WiWS J X-SECTION X-SECTION XSECTION MIN. DETAILF SHEET4 MW Z r-------'r .375" � W yR r-------- --------I i i I CENTER OF \--- y .375' 1.250' 1.250' t f I i 1 I MANCHOR HOLE UST LIE WITHIN i i MIN. v z THE DASHED I 1 +{t11 1 t F BOUNDARY.SEE I t h- U 2.875• -"`- ! -- SHEETS 5-20 FOR i __I Z (� N C j _ 1 .THE ANCHOR O.C. F i -'-``-`-' ; � � d '��o C 3.94' I i i t i F DISTANCE. (D I 3-250" 3250' 1 i I i ( MAXIMUM ; f W O e+ 1 ANCHORHOLE i DIAMETER! I i ..7 Y 100' 100' 700' L1- -----_� i �-------� ANCHOR t ! J U) y t------------------.'__� DIAMETEf1+1ti6',El- 2X5ANGLECLIP (((�JJJ � 100' 6;4" .624* rt STANDARD CLIP U-CLIP 606346 ALUM. g CENTER OF ANCHOR HOLE MUST LIE 6063-T6ALUM 6063-TS ALUM TOPVIEW -7 � -i.820' I-� «i.820•F' ^i.620')- WITHINT14E DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25Xa25'X.10D' 125'X 3.26X.624' 1.25X 3.94'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C 7 X4' F clue( MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE D mngan Value Qn) For Mullion; Dimension nalon�V 6005•TS ALUM 600545ALUM. 600545ALUM. DIAMETER:ANCHOR DIAMETER+1116". In)For Mullion: XSECTION XSEGTION X-SECTION 1.25'X3.25' G 1.000 .125 G 0.600 X,624' 3.469' 5.500` H 2.680 AlunlrKan H 1.438 Riumkwm 2 661• � .i25 3IN. ____,.� .375' I 3-00 Tube Mullion 1 3.250 Tutee Mullion 1.377''A •125 i-877° MO4- F 3.187 1'X4'X F 2.825 12VX3.94' G 0.757 .375' G 1.125 X.624' { i--- ---i i -------i H 2.430 Alurdmun H 1.500 Atumtmtm ._^I,DUCTREVISFD 1 t ! 1 3.000 Tube 6'r 1 32W Tube Mullron w complying with the Floridr t F 2250 1.26'Xa25' F 2.813 30'Ba Mui Building Cade .125' I I 1 1 I I I O 0.750 X.100' F 2.875 145'Bay Mug Acccp1mccNot6-OUS.03 .125 45" 2.250` t t 1I t I 1 H 1.500 Aiunin mn P_plrmi Dale 30' I 1 1 i H 1 1 3.250 Tube MWbn Dy 3.250045'BAY MULLION i 3.250" LI 1 ( i i TABLE D tdrem Dade Pro&rct 30°BAY MULLION fi063-T6 ALUM I :., - I Mull Dimension PGTPadf \`\\ti vol j 60636 ALUM I XSECTION 1 ------- T ---- (sheat t>) MUIIIon Sld,Clip Otfselclip UClip Angle Clip "\\\o pta�.••'••••.((F'��i X-SECTION i Q OFFSET CUP 1'X4'X.12W(/0) 68364 860111M 66B1122M H86241M 668516M '�S�� \Ge '•,'� �� 1C r •1 ' fi08371'%4'X,375(tt} .228J •�5 668!0 666112M M1123M 666242M S6851DM _ H,J8705 1'X4'X.3755''7"(11) 65653 668112M W61123M 6W242M 666510M �--•.981"� �•-.961'-� PVIEW _ NOTES: .740' - _ rt 1.25'X 3,25 X.100'(13) 20t8D 6NI127M 6681124M 6682410M 6MI15M - } Or 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 1.25 X3.25'X.624'(14) 20161 8881129M 8881125M 6662411M 8885116M %•Ly `''�j I :-{ t.25 X3.Ob'X.824'{i6) 20182 WSII17M SMI128M 668'141M 668517M 2)SEE SHEETS 5-2D FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ SO Degree(16) 86648 WA WA WA 66W110M •'��` P''L}}O��Rj�':O��P' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 68650 WA WA WA 6MIJIM 'p{I(II�'l}IER; E. FL P.E. 58705 TABLE E ®11 Mull Dimension PGT Pert# R (sheet#) le Mullion Std.Clip U-Cllp Angle Clip -"�x^•125' -j r-.125' �1.--,125' 2'X4'X.25"(16) 66602 666261M I 666271M I 6665112M I u 2'X 6'X.25"(17) 66604 666282M 666272M 6365113M I STANDARD CLIP I -TO A ZX 63.76 ALUM e 8063-TBAWB'L 808378 ALUM. 608378 ALUM. oY v 2.000' I XSECTION 2.125" I XSECTION 2000' XSECTION d NOTES: C14 L.125' I .125" .125' .8 gm 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING TA 1N 3 DIMENSIONAL RESTRICTIONS GfVEN ON THIS SHEET. I�-1 490°� O V)2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE LLl HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 5.500' IY fp CUT HERE 70 5.000' 375° W U O S O 3.600'�� CREATE F-CUP. m O h 2.000' .375' 'C I_SEE DETAIL F. .375 rC .375° MIN. Z co N MIN. r SHEET4 MW �' J CO3 Z JU7 -- -- --------- I d Z 4.000' 1 I I I J { T -I-- --- --I- 3.438" E + 3.438' @ j--------j h U Q m o 250" 2 MULLION• - i I I 3A3W I I F Z Z W G 6063.76 ALUM. i I I i j z � � XSECTION I I I I I I .375 � L_ ___-_- ---1__- --_--__J A MIN. W OjL- STANDARD CLIP 2X5 ANGLE CUP 6083TBAWM. Q Z O O CENTER OF ANCHOR HOLE MUST LIE 606376ALUM. 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. a �(A .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHE�BOUNDARY.SEE TOPMEW mOB TOPMEW SHEETS 5-20 FOR THE ANCHOR O.C. d" w SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-20 FOR THEANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116°. 5.000" 2000' 3.500, CREATE MIP, �- -� .375 SEEDETAILF. .375" .375 MIN. r-SHEET4 MIN• MIN. -375° I I I I I I 1 I 1 :-RODUCT REVISED j I I j j a complying wilh do FlrtiAt I I I 1 BuildiugCode((o-O 1 I I I I I I Acc_Ip-loo -Z S•03 -mhnn,Pale QOZ 1 250' 6.000" rK -j- I- --j 4.888" I 5.438' i---------IMinn (End�d f tt f yl 5.438' I I 5.438' i I �� / I I I I I ? t�cerlsF••.F,p 2'XS'X.25" MULLION I I I I No.58705 6063.76 ALUM. ,� ; XSECTION I I I I 375 _ -- I L- I I L---------------------3 ------ --- -- ------ MW. �-U'C.• !/L'-•S,-dddtfff EIOa-t0R STANDARD CLIP U-CLIP 2X5 AN/LE CLIP F'_.�•-• `<.�R : 250" 605376 ALUM. 6063-T6 ALUM. 6063-TB ALUM. TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPMEW A.LY�IS MIL_I'.ER,P.E. TOPMEW FL REA 68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 24V4',THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. NOANCHORSINHEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'IV.REFERENCING SHEET 25,THE COLUMN USING ®qty -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1t4'ANDWILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60-01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, '--SEE ID FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+(.58.3 PSF AND WOULD �# FENESTRATION .9. NOT BE SUITABLE FOR7HlSAPPLICATION. oa,$ PRODUCSS S b'x aPPROvat,,` FROM TABLE 4A,SHEET 6,THE 1'X 2.76'X.650'MULLION(LENGTH=72",OPENING WIDTH=7D')HAS A DESIGN PRESSURE OF+1.72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 7z OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION (V LENGTH4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)912 ANCHORS AND THE 2X5 L/f SEE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z Ley yam. DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL a U,I 7 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _I W 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, X IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-6110 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU o$ O NO ANCHOR6 wwwDowsat THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ? C) H" (60 PSF)X{63 7 Pte)=524.9 LBS (MAY BE USED TO QUALIFY N 10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01.55.0 PSF. J Z. FOR THE VERTICAL MULLION: ¢ r Z T INITIALLY N SING R THAT A 1'WIDE MULLION A SUITABLE,THE MULLION LENGTH IS LES FO+1•MULLION THE OPENING WIDTH IS 35-+W+i'=73'.REFERENCING SHEET 25, Q Z � THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT LSAT LEAST THE WINDOW FRAME DEPTH OF 2.3t8'AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60AJ-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. JPO MULLWloiti FROM TABLE 3A.SHEET 7,THE 1'X 275"X.375 MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF wQ' 0. I I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F FROM TABLE 12A,SHEET 16,THE 2'X V X.250'MULLION(LENGTH=i08',OPENING WIDTH=80')HASADESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q Z"=74•,NOT AS PREVIOUSLY O O SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE'THE ANCHOR CAPACITY REQUIRED OF 971 LEIS. 4 U) SEE DETAILS, O 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2 � PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.12'+35-12'+2'=731). r r 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED I I vFJmcAet t CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLION SEE _SEE - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS. DETAIL£, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS. & OPENING SHEETS 2.3 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HomLION PBGDUCTREVISED� MULLION TYPE COULD BE CHOSEN. MtlLLtoN 7z �jj i)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2"=106',REFERENCING SHEET 25,THE COLUMN USINGTRAPE201DA1lTRUWGULAR LOADING MAYBE ascomplyin4 with dwFlotfb USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(o@ LENGTH-42'•OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170,0 PSF Building Cods WHICH EXCEEDS THE Acc a&-tro"4�! -C j REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REOU[RED OF 521 LBS. *piMiomR No JAZ( SEEDETAILS• 2)USE TABLE 12S TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8'sMsWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE•USINGTHE 2X5 ANGLE CUPS WITH is Dahl-so" 211 (4)3t16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 I I I 1 I I/ ANCHOR CAPACITY OF 521 LBS ` r LYNN /1 r4 L'OPENING 36',NORMMULLLENGTN4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12@FOR THE U-CLIP SHOWS THE ANCHOR •' 10EWCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYREQUIREMENTOF 521LBS,THE WIDTH FOR VERTICAL MULLANCHOR TYPE IS A 912 STEEL SCREW. 'T' id0.55705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS r! .� +/.64.7 PSF FROM THE VERTICAL MULLION; +6170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; tt SATITE +1-170.0 PSF FROM THE 36HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). % •' J THE LOWEST DESIGN PRESSURE IS 4443 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��.-'•.•FLORID?•.•' `-� \(It VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION S,'I�N11L.tGCi�` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND'THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAm MILL!ft ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ,P.E.FL REN}g 587D5 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUrRIANGULAR LOADING: © � I I � LLO Pw PW g ° pyy 11 n I J HE cn SHIDH SHIDH SHIDH PWPW N �3$m4 / / 3 t / / / oo / LU a co LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / co M ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / �/ / HINGED ~ J DOOR � SGD Z i �• LOADING OF VERTICAL MULLION cn7 PW Lu LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d PW �/ i Z Q o /'N 1 PW PW PW tFjJZO C / 1 In Z r i ¢ fn f4 S5DH SSHIIDDH SHIDH SH/DH HHIDii Z �O A/ / 1 SHIDH — 9 a LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW HR IJill I I -- LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P I HINGEDPW PW 1 NOTES: �-RMUCT REVISED DOOR astomplyins"ilhIII Flaws 1)DRAWINGS ARE Duilding Cade RERESENTATIONS OF TYPICAL AcAc � jI PW CONFIGURATIONS. E Imrl Die �'LJ I Pw CONFIGURATIONS NOT SHOWN MAY BEO O I THOSE HSHOWN. FROM Miun' Product 2)IF THE LOADING TYPE CANNOT BE DETERMINED,USE v I pW RECTANGULAR LOADING. tia�r•'�,GEidS� '•.C+Q PW __ 3)SEE PRODUCTS'APPROVAL FOR No.50705 _ ACTUAL ANCHOR LOCATIONS. ^ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MUWON a / _�•_�• 1/ ,,r PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 6 O — IS]'. "t SGD LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION FL P.E.#58705