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HomeMy WebLinkAboutProduct Approval Page 1 of 4 s"i t L�_�of i r t Find Next , JUL 8 ;Jc D 0 0 ply D' lT }IfVLJ© PER.Ml?Tij11C ' ►IfU('. , s' 01 St. Lucie County, FL PO#:KULAS Job Name:KULAS RES F71'F1, 1 Job Address: • Ili Illf�;,:zil!!I Its a� _ v— ,,. 0 0 - _ Sales Order# 171750 • - -" Ship Date:07/27/2016 Sales Person:jeff Burke Quote Order Report ShipTo: Account*A01340 1618 SE VILLAGE GREEN DRIVE SUITE 6 011140-1 PORT ST LUCIE,FL 34952-3465 Phone# Fax# /Line# Item Description Quantity Line Pricing 0001 SH700 ALUM SINGLE HUNG 700 Ordered: Sell Price Ext Price (1.00) 2.00 Configuration:37.X50.25X.,STD,1/2"FL,W,EQUAL,13/16 LIG,CL,ARG,SB 70XL,NO GRI D,SGL,SWEEP,1816K,LSI LL,DURASEAL,.,.x. Certification Type:MIAMI NOA Selection:15-0519.08 i Frame Type:.5FLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM ------ Size Ref:TTT Width:37.0000 t Height:501/4 Actual Size:37 X 50 1/4 Rough Masonry:37 3/4 X 50 1/4 Wood Frame:361/4 X 491/2 Egress:331/2 X 18 7/8(4.391 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"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:25.3320 CAR#:15-0519.08 PositiveDesignPressure:64.0000 NegativeDesignPressure:80.0000 PANumber.FL-239 EnergyStar.NONE CondensationResistance:16.0000 UF:0.5200 SolarHeatGainCoeff:0.2400 VT.0.5200 VTCOG:0.6300 Location:MASTER BATH Notes: %,,L2 SH700 ALUM SINGLE HUNG 700 Ordered: Sell Price Ext Price (2.00) 2,00 Configuration:26.5X72.X.,STD,1/2"FL,W,PROVIEW/ORIEL,13/16 LIG,CL,ARG,SB 70XL,NO GRID,SGL,SWEEP,1816K,LS ILL,DURASEAL,.,.x. i Certification Type:MIAMI NOA Selection:15-0519.08 Frame Type:.5FLANGE Vent Configuration:VIEW Window Style:STD Size Selection:CUSTOM Size Ref:TTT Width:261/2 Height:72.0000 Actual Size:261/2 X 72 Rough Masonry:27 1/4 X 72 Wood Frame:25 3/4 X 71 114 t Egress:23 X 29 314(4.752 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"LIG(118AN-3/8 ARG-5/16 AN/AN Interlayer Type:PV8090 http://ww2.exoquote.com/exoquote2/Reporting/(S(3uxg0ftuc5cnk5xhxggveghl))/ExoRepo... 7/27/2016 Page 2 of 4 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 Location:LIVING ROOM Notes: 0003 SH700 ALUM SINGLE HUNG 700 Ordered: Sell Price Ext Price (3.00) 2.00 Configuration:19.X71.75X.,STD,1/2"FL,W,PROVIEW/ORIEL,13/16 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 1, Size Ref:TTT Width:19.0000 Height:71314 Actual Size:19 X 713/4 Rough Masonry:19 3/4 X 713/4 Wood Frame:18 1/4 X 71 '. Egress:15 1/2 X 29 5/8(3.189 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:29.4040 CARM 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 Location:GAME ROOM Notes: 5004 SH700 ALUM SINGLE HUNG 700 Ordered: Sell Price Ext Price (4.00) 1.00 Configuration:53.X71.75X.,STD,1/2"FL,W,PROVIEW/ORIEL,13/16 LIG,CL,ARG,SB 70XL,NO GRID,DBL,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:53.0000 Height:713/4 Actual Size:53 X 71314 Rough Masonry:53 3/4 X 713/4 Wood Frame:52 1/4 X 71 Egress:49 1/2 X 28 3/16(9.694 SQFT) Frame Color:White - Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"LIG(1/BAN-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:29.4040 CAR#:15-0519.08 PositiveDesignPressure:64.0000 NegativeDesignPressure:68.0000 PANumber.FL-239 EnergyStar:NONE CondensationResistance:16.0000 UF:0.5200 SolarHeatGainCoeff:0.2400 VT:0.5200 VTCOG:0.6300 Location:GAME ROOM Notes: 1665 SH700 ALUM SINGLE HUNG 700 Ordered: Sell Price Ext Price (5.00) 2.00 Configuratlon:36.875X72- ..._ .._. .. _.. - .X.,STD,1/2'FL,W,EQUAL,13/16 LIG,CL,ARG,SB 70XL,NO GRID,SGL,SWEEP,1816K,LSILL,DURASEAL,.,.x. http://ww2.exoquote.com/exoquote2/Reporting/(S(3uxg0ftuc5cnk5xhxggveghl))/ExoRepo... 7/27/2016 Page 3 of 4 Certification Type:MIAMI NOA Selection:15-0519.08 4 Frame Type:.SFLANGE Vent Configuration:EQUAL ii Window Style:STD Size Selection:CUSTOM I Size Ref.TTT Width:36 7/8 {' Height:72.0000 Actual Size:36 7/8 X 72 i Rough Masonry:37 5/8 X 72 Wood Frame:361/8 X 71 1/4 Egress:33 3/8 X 29 3/4(6.895 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"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:1 B16 Charcoal Stainless Steel Package:N Anchor Group:C.SH700 Boxing Options:None Lock Type:Sweep Latch Decralite:N Lmtd Sash Stop:N Vent Ht:36.2070 CAR#:15-0519.08 PositiveDesignPressure:64.0000 NegativeDesignPressure:80.0000 PANumber:FL-239 EnergyStar:NONE Condensation Resistance:16.0000 UF:0.5200 SolarHeatGalnCoeff:0.2400 VT:0.5200 VTCOG:0.6300 Location:DEN Notes: A006 SH700 ALUM SINGLE HUNG 700 Ordered: Sell Price Ext Price (6.00) 2.00 Configuration:36.75X72.X.,STD,1/2"FL,W,EQUAL,13/16 LIG,CL,ARG,SB 70XL,N0 GRID,SGL,SWEEP,1816K,LSILL,DURASEAL,.,.x. Certification Type:MIAMI NOA Selection:15-0519.08 Frame Type:.SFLANGE Vent Configuration:EQUAL Window Style:STD Size Selection:CUSTOM Size Ref.TTT Width:36 3/4 Height:72.0000 Actual Size:36 3/4 X 72 Rough Masonry:371/2 X 72 Wood Frame:36 X 71 1/4 Egress:33 1/4 X 29 3/4(6.869 SQFT) Frame Color:White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Glass:13/16"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:36.2070 i CAR#:15-0519.08 PositiveDesign Pressure:64.0000 NegativeDesignPressure:80.0000 PANumber:FL-239 EnergyStar.NONE Condensation Resistance:16.0000 UF:0.5200 SolarHeatGainCoeff:0.2400 VT:0.5200 VTCOG:0.6300 Location:BEDROOM 1 Notes: 0007 MULL MULL BARS Ordered: Sell Price Ext Price (7.00) 3.00 Configuration:,76.,WHITE,.5FLANGE,SERIES 700,MULUCLPS,1 X 2.750 X.375,2 Product Family Series:700.0000 Certification Type:MIAMI NOA Selection:16-0218.03 Part Selection:MULUCLPS Frame Type:.5FLANGE Mull Bar Type:1 X2.750X0.375 Mull Clip Qty:2.0000 Mull Clip Type:STDCLP/STDCLP Size Selection:CUSTOM Length:76.0000 Frame Color:W Packaging Options:N Location: Notes: . . -.... - 0008 SGD770 SLIDING GLASS DOOR 770 Ordered: Sell Price Ext Price (8.00) 1.00 Configuration:143.5X85.5,BYPASS,3P2T,OXO,STD,2.5,NARR0W,W,1 TLIG,CLEAR,ARG,SB 70XL,NONE,BS,1816K,ALL,DURASEAL,.,,x. 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:STD Size Selection:CUSTOM Width:143.5000 Height:85.5000 Actual Size:143 1/2 X 85 1/2 Calc Track Length:143.5000 Frame Color:White Sill Riser Height:2,5000 - http://ww2.exoquote.com/exoquote2/Reporting/(S(3uxg0ftuc5enk5xhxggveghl))/ExoRepo... 7/27/2016 i Page 4 of 4 Sill Riser Type:NARROW Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating Interlayer Type:PVB090 Argon Gas:ARGON Glass:V LIG(3/16 Tmp-3/8 ARG-7/16 HS/HS f'' ! Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DS :i 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 Rir.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 CAR#:15-1013.15 PositiveDesignPressure:46.7000 NegativeDesignPressure:60.0000 PANumber:FL-251 EnergyStar.NONE CondensationResistance:17.0000 UF:0.6500 SolarHeatGainCoeff.0.2200 VT:0.4400 VTCOG:0.6200 Location:MASTER BEDROOM Notes: JUL 7 8 MIAMI•DADE PEP,. nr7iNG MIAMI-DADE COUNTY ® St. Lucie County, FgRODUCT 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 (NDA_) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "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 Nvell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 CMIAMIM-DADIECOUONTY Expiration Date: May 26,2021 _ 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. 10-08.19.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 0f 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 Stn Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Cont o1 aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: - NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE W i° MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BES+^ EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES..............__1 a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..__.................1 0 ELEVATIONS..._...._._..__....._._...1 G� FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....._._.-....._.._.2 RZ g MULTIPLE OPENING WIDTHFORVERnCAL MULL--{ ARCHES TO BE HAVE SEEN TESTED AS°FREE-FLOATING'AND DO NOT NEED 70 BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TION NOONRY_..._._...2 @ MULLIONS I / —� SEE DETAILS I INSCRIBED INSIDE Mal.TO MAS NOTES_-_._.._... 3 �G.H. SHAPE cuwR NOT HAVE A GAP OF MORE THAN 114 FROM THE CLIP. MULL TO MASONRY...___..__.3 SHEETS 2-3 SHAPE MULL TO STEEL STUD-------------3 M 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_...._......--------3 m I- T�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANGHORSPECS_...._.__._..._..__3 (j) 9-1ALTERNW IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYMU L INS CLIPS__-._.__.__4 Q BAY MULL INSTALLATION..___..._4 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2 X.125 MULL SPECS -5 _ W INSTRUCTIONS. X.375 X.375MULL SPECS..___.--8 1X2.75 X.375 MULL SPECS._.___7 I 1 X 2.75 X.65 WILL SPECS-......8 W Z o$ Q SEE DETAILS I U I I L III 5)USETHE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X 3.125%.500 MULL SPECS___.9 m O C) }. ATHRU G; / 1 i \ ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 x.t25 MULL SPECS.---.10 m w I III f 1 SEE DETAILS TUBE 11 SHEETS 2-3 1 ATHRUG; ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN IX4X.375.375'rMULLLLECS.-._11 � Q � � -1-- I -- SHEETS 2.3 PRESSURE OF MU LTIPLE MULLIONS OR FEN ESTRATION PRODUCTS SHALL APPLY. 1X4X.168X'M MULL -12 W 7 125 X 3.188X285 MULL SPECS..12 OPENING 125 X 325 X.100 MULL SPECS-_13 Z JU VERT- HEIGHT IG 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).MULL FOR i25z 3 3.924x.624 MULL SPECS,_15 4q8 LENGTH HORIZONTAL 2 X 4 X25 MULL SPECS_...._.-16 Z ^� SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.WOOD BUCKS BY OTHERS,MUST J Q 2 X 8 X 25 MULL SPECS....__._..17 SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q AS APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26%2.11 X.125 MULL SPECS.._18 30•X 3.25 BAY MULL SPECS____19 Z 1-- REACTIONS. -REACTIONS. 45'X 325 BAY MULL SPECS..___20 Q O Z MULLION&CLIP DIMENSIONS...._21.23 I--• Z 3 -•�•O FFNESTRAnON 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO Ln -GATOR NOAS EXAMPLES 1 a2.._........_____-24 pJ PRODUCTS MAY LOADING EXAMPLES..-._._.__._.25 CO) eE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Of Z MUST Be CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH co BBPOT•UFActt>nE0 PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U O UJ Z:O p I 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. �iO If / O�HI,.S 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I HORIZONTAL SHEETS 2-3 WIDTFUHEIGHT OF EACH INDIVIDUAL MUWON COMPLIES WITH THE REQUIREMENTS OF THIS NOA. O FF MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(L3S/FT21 FOR THE OPENING USING THE ASCE-7 STANDARD. OPENING WIDTH f--HOT2.MULLLENG77--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. -1 LENGTH 1 1T 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULARRRAPEZOIDAL7. F � I OPENING 4 FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED. HEIGHT FOR THE MULLION TYPE,LENGTH AND QPENINO WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE B illicomCDdeying 1h FIO(L� Boildiog Code OPENING MULL �' HORV. �, �, �, VERT. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN Aceeptanoc 4o b2m HEIGHT y LENGTH MULL M— STEP 1). irwi Dale (2Q� Lf LLENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE B FmduU REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS MTD MUST BE METTO ATTAW THE FULL MULLION CAPACITY. OPENING WIDTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �.�ION•( LYNN d���7�i�ii SINGLE MULLION SINGLE MULLION -"'FORVERTICALMULL ,..••••..- OPEMNGW97Rf ANCHOR/SUBSTRATEIANCHOR-CLIPPATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `� Y\•. FORVFRTICALMULL CAPACITY IS MET. �a•�: 1,IGENSF'•.F� "1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE = :• No-56705 T FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THISVALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE `_O•:L(. / :,W, STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LB&FT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION P ••,y%�, b - S TE F :•�7C/:, *2014 FLORIDA BUILDING CODE(FIC),5TH EDITION CAPACITY(L BSIFT)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %O.t�•'•. *ANSIIAF8PANDS-2012 FOR WOOD CONSTRUCTIONPRODUCT ASSEMBLY. ��C •.'CORLDP•••,G�`� *ALUMINUM DESIGN MANUAL,ADM-2010 � SS •"•• \ �� oAISI-S100A71S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A. FL P.E. 58705 en A RJR 17!1t< i DETAIL A: DETAIL B. MULLION $ MULLION TO 2X WOOD BUCK ARaLLroN MULLION ATTACHED TO 1X RIICKSTRIP TYP.ANCHOR Ild OR WOOD FRAMING, WOOD BUCK AND MASONRY ATTACHMENT SEE SUBSTRATE, WOOD (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) DYOTitERsLo, B-mol.'t, Ty l j MULLION 1 SHEET t. S m I i 1 1 C4 1 SEE SHEETS ° b i MIN 2.71051 •..1.I• .�, EDGE ERHERTHE _ I 1 1 21-23 FOR HOLE d Lu STANDARD OR .° .° I LOCATfDNS ° I 1 -.I GONCRETECIRCMU',j"-'• 1DISTANCE. ? LU --1-SEE SEE TABLES LU OFFSET MULL EDGE m t EDGE DISTANCE 18.168 fY {fj CUPMAYSE I DISTANCE m n i °' 2 rMALLEDRY d a I II FORWOOD 1 1 ANCHORS W Q O Ca THIS&MI). SCREWS �25W AK FOR °n ° I I I SIDE VIEW DO ~ .. .q ALLMUWONS A I– 0 'O ° -o d °. ° STANDARDO v, ° ° o. OFFSET MULL Z °1 � °° G•.f GUP MAY BE _ EXTERIOR a e INSTALI Eo sr j H A - TNISMETHOD –jTh LY 2 . Q EDGE .. Q Z r 'A °, DISTANCE a - F„ r r ° ° a MASON ° e° M Z 0 z O a THE OFFSET CUP IS ANCHORS _ RECOMMENOEDFOR a,4 N �. O EXTERIOR °d a' FIN-FRAMED f. WtNDOWS.BUTMAY ALSO BE USED FOR y OTHER FRAME TYPES. (n F– Z a�- Zo 0 TYP-ANCHOR TYP.ANCHOR TYP.ANCHORPERSUDSTRATE, PERSUBSTRATE, ' "3 ••2 PERSUBSTRATE, SEE TABLES 18.168 SEE TASUES 7B-16B SEE TABLES 16.168 EDGFiEND DISTANCE BUCKSTRIP SEE TABLES T ANO EMBEDMENT DUCKSTRIP IB-168 I ATTACHMENT BY_ AND ATTACHMENT I T -:;. .e-•.r• SEE NOTTE 1, , ,.... .L__—__ e ..;. BY OTHERS. _ SHEET I. - SCS - •;4.-• SHEET 1. ,. •+.:. .-.:' .'• ,''.'.. MIN 23 KSI CONCRETE OR CMU , SIDE VIEW FRONT VIEW PRODUCTREVISM as eamplyin6 With am rImb FRONT VIEW nUlta�1#C E— tn:l Dale O2) INSTALLATION NOTES: By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Miami TmQuK ILII 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ���Y I LYNAI ONLY.BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE - `�� �pCW,,.......N7yl� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ti���t: 41Gt NSA'•.FP �� FOLLOWING SHEETS.FOR DETAILS ALD,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED, •.-�� z it No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HOWAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL„SEE DETAIL C,SHEET 3, of l6; 5)FOR MASONRY APPLICATIONS IN MIAMI COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ! A` •'•,F(O(i40f;•.•-��~� ELCO ULTRACON OR ELCO 414'S.S.AGGREGATOR MASONRYANCHORS. 1 A.Lfhits JAJLLE17,�-E. FL P.E.#58705 DETAIL E: DETAIL C: —1 A2WMIN, MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �+ h MASONRY STRUCTURE M 1l0r' (U-CLIP) (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN"TEE'OR'CROSS' p /�� INTERSECTIONS. 4 vARIEs 2)MAY BE INSTALLED HORIZONTALLY o p 1 i TYP.ANCHOR L (SHOWN)OR VERTICALLY. EITHER THE 1 PER SUBSTRATE, N STANDARD D I SEE TABLES 1B-138 3)SEE U-CUP DRAWINGS SHEETS 21-23 m CUP MAY BE I 1 i - EDGE DISTANCE TOA VIEW FOR CORRESPONDING MULLION. Z l4 INSTALLED B c THIS METHOD t It t FOR MASONRY MUUtON O ANCHORS N128TEELSCREWS. ! i SELF-OR AND USE PRE•ORILL AND Q'� 00 MULLION USE SMS w m p O H co EXTERIOR °a 4 T a Z MULLION m F J EDGE DISTANCE ° THE OFFSET CIDP IS c F FORMASONRY- ° e sn RECOMMENDFA FOR Z V SLP ANCHORS z_Kw SECTION"UP f, $ (.!.' }„ 2 d, OTHER FRAMETYPES. J 0)EXTERIOR TYP.ANCHOR i3 Q Z r PERSUMRATE. d .,� • ~ Z Q SEETABLFSIB-13B O Z w O . J TYP.ANCHOR SEE ROLEL CATIONS BUCKSTRIP PER'SUBSTRATE, HOLE LOCATIONS AN6 SEE TABLES 18-138 EDGE ATTACHMENT FRONT VIEW , .. BY OTHERS, DISTANCE Q"' ..s a S>�NO7E 1, SEE TABLES I-- Q` N ? fA EMBEDAffiNT' SREETI. 18-}38 • ., •. t °•'•; EDGE Q 'Z ...° ..•° .? -..-!" DISTANCE SEE TABLES MINITKSICONCRETEORCMU MW 2.TKSI CONCRETE ORCMU 19-139 SIDE VIEW .� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) INSTALLATION NOTES: STRUCTURE - 1)ANCHOR EMBEDMENT TO 13ASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. rn''ANCHOR A PER SUBSTRATE. \ SEE TABLES 18-138 2}QUANTITY OF ANCHORS AND MULLION S1TF SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS PRODUCTREVISED x1-23 FOR as complying CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE with the FTotids FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ~� LOCATIONS Bwtdmg Cada 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD 4R FLATHEAD. Accepla�ue \ MULLION F.spuali Dalt 40QJ A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. By 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED EDGE ti ELCO ULTRACON OR ELCO 1W B.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN DISTANC.Es `���ipNl LYMNSEE FRONT VIEW 18 GAANOCOMPDANTWIIH THE FL.BUILDING 18-138 4`F,�Nsr `P CODE.A 2%WOOD BACKER MUST USED. (,f ATTACHNIf TBYOTHERS- EXTERIOR USEWOODANCHORSPES SIDE VIEW i`: No-56705 . NOTES: ry U 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 16 �,; ANCHOR VALUES MAY BE USED. p0s E OF '\may` PLOWD 2)SEE CORRESPONDING MULLION TABLES, i�1;^ SHEETS 5.20,FOR QUANTITY OF SCREWS. A.'lYN01,�0ht,P.E. FL P.E.#58705 TABLE 1A + Mulgon Capitolly TabletbAlRY o Owing WiWh(forv64cal epanirOmu2Iom)orOpentngHetght(tortatt7ntft4,spamngmtd-) 50 in 60 In TO In 60 in 901n t001n 120 N 140 M ISO in O Rectenqu(or hepRB.ro. f7eclwoft T1eP -0. Rectongular TnPtTdwg. LiectengAar 7mpintenp. Ractangdec Trap77deng, t9eotangdal 7mpt7dang. t?actenpd� Tnydrdmtg. Redmgolar T�tTltag. Rxtanq'9ar 7m}11Tdanq. - 4 1%2X.125 Loadbg Loodbp Lmdng Iaadrg Lwft Lowing Loodn9 Loading uodng Lowing Loz&q Loading Looft IAadinq Loodro LoaAno Looding Loading sY Alum Tube b' P E L 2` £ & S k 3 �_ gg, _ F & Mulpo» a @ @ # S LR d rig d a $ cR rY tY G C4 42 k, 111.9 408 1294 332 93.2 468 115,5 325 70.9 405 1(17.8 321 89.9 408 104.4 319 $11 408 109.0 311) $5.9 406 104,0 319 48.6 408 1060 3f8 32-1) 408 IOTA 319 36.0 408 104.0 319 461n 74.8 312 818 258 624 312 734 252 83.5 312 67.0 248 48.6 312 63.2 240 41.6 312117*.l5 312 61.0 244 312 312 51.0 244 2Sa 312 01.0 2M 23A 312 SIM 244 ' Z 50.625 In 63.9 281 70.6 234 632 28t 61,6 2ZB 46.8 281 68.7 224 39.9 281 511 222 35.6 29f9 2M 49.3 219 26.6 281 403 219 224 281 49.3 219 20.0 281 49.3 210 W O Q 54tH 52.9 247 671 207 all 247 494 202 378 247 44.8 199 329 247 414 t96 292 2473 247 36.4 193 21.0 247 38.1 193 18.6 247 38.1 193 184 247 36.7601n 39.4 20D 412 170 320 200 35.4 166 274 200 MA 163 24.0 200 28.9 160 21.3 2002 200 25.9 157 16.0 200 25.0 15063In 33.1 191 35.3 155 276 181 30.3 152 21T 161 26.9 149 20.7 181 24.5 146 18.4 181 iM 21.7 143 681. 284 165 30.6 142 24.0 165 24.1 139 20.8 165 211 136 18.0 185 21.0 134 Z V 115888 72M 222 139 213 120 16.6 130 10.9 lie 15.9 139 17.6 118 ? a£ 76b 18.9 125 19.7 109 i5,T 125 14.6 lin to 8{2- v Z 78% 174118 18.2 104 J Z 7 N O TABLE I$ Anchor Co ac7 Table 6 ANCHOR CAPACITY ADJUSTMENT FORMULA: N GZ yyp�0 Suhelmle: 27k Concrete 3.5k Cone. 11o4ow CMU Fi9e0 CMU PT o04 Metal (DP_)X( >=ANCHOR CAP.u, co .- 0 0 MULLION CAP.,,°,,,,° AnchaType: 3118•F.Icolpbasan tu'Eka OWacan EfIr y16'EIw NVecon 1/4'Ebo uttfec6n 174'SS Eko St16'Etoa ftC SS Etta M"(65 812Siee1 812Sted W N N Anchor Clip Pattema unmwe AggieGetar unmeon Aggrdaator screw(Os)screw(C5) smaw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR [Y � Edge Uslonce MT r I 2-112• I r .1 3-tr6• r 2-Vr I- I 2-irr r 3-wr r 0.46• o se 0424' CAPACITY REQUIRED'CORRESPONDING TO AN I-L X Q Embedment Pnr 1-314' 1314• vu, 1-314• r 1.114' 14W 1-iu• 1-114' 1414• 144 r l3l8• 7315• rides ACTUAL PRESSURE REQUIREMENT FOR THE 2Amfms@4.TYM16G4.13toAd.dotmei Cffp(Fiq.iT 3901ba S909s 450516 89096 t6"tba 270lbs 26Df5s 354W 740im 3740s 6W The Milos 3419s 442MB 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anctwn®1AW Min.O.C,I Sftndard(wOftel)COP ft.2k 480 ms �NIA L.A WA WA WA 3BO lbs WA WA WA WA WA 682 Ws 685 ms 1120®s CAPACITY(FROM THE TABLE)OF THE SELECTED dAx}sm 603•AOn.O.C.1(2.)WAn*Q,"Ift 3k 780876 1564 ft 1898ms 5409s fim Ibs wA 76D&s 7481fe Bwlbs 1692LDs 682 ft U5 Its 112006 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ancfwe®OAS Mm.0.C.7 UC6p,Mlo.l?5•Atom.(FIg.4): WA WA WA WA WA WA WA WA WA WA WA WACAPACITY WHICH MAY BE USED TO QUALIFYfig.5j 195 Os 445fbe 822 ibs 135 ft 140 ft 177166 370ms 187 M. 332{bs 473ms 170 Ms 22l jim 2601bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anolm Q MY Nin.O.CI FCBD(flg.e); 240 fbg WA WA WA 190 1b. WA WA WA NIA WA 34t Ws 442 IW 5600s ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: F&DDUCr REVtSFD - . . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 2-e mmplyingwilhft FIMI to SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .� l,pp0• l.,,_ I3uildinq Codd Atceplmlco 1411 •00 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. wi1 n Oa1e I FIGURE 3: By 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 2123, MimOi PradaOt Fe 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '125• '\0'.%" NN \0. `YN".AfI(�Fr�i�i l CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00,WOOD SHALL BE PRESSURE-TREATED L : ��.• CENSg Q FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125° 1 �� •'•.'fit', THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT . LEAST A26'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2'X.125'MULLION }t;` NC-58745 ^.. THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - N 1 14N-) A.LYIdMI �R;A.E. FL P.E,#58705 TABLE 2A - 6 Mullion Capacit y TableOboe) Opening Wtdlh(fervaNcen-spar" mt0tans)orOpening Hetght(forhodmantally-9poMtg&thio..) # 601n s0 in 701n BO In 00In 1001. 120 in 1401n 1601n RaNnWLv I Trap71 me Reotanp+der Tmprrf-m Rootosmutar Ttvprrneng. Reclangular Tmprrdam. Reciasmuter PWRIOn9. ReOsMufw Tmyaiutm. ReatangutoI TmprRiaM Roctangtdar Tmp70lmm. Rmtangdcr Ttapmano. �Y6 11 x2 x.376 bade twong Loafing Lowing Loading nng L.,ft Loading Loading Loaning Loading Laadlng Loading Loading Laaa4lg Loading Loading Loading muluon 111 11 to N � MIA 'aiMal M 24 2 z � 42M 170.01 820 1700 435 151,31 662 170.0 470 1 IM71 692 mo 606 jiml 662 168.5 me 4009 eat 1689 617 90.8 662 16a9 517 7117 662 168.8 617 64.9 052 18ma 617 6&7 6621 16ag 617 � 4910 121.6 607 138.0 410 101.4 507 110.2 410 1 60.8 1 $07 10&7 403 7110 507 100.6 399 67.6 607 99.6 367 60.8 607 00.0 398 50.7 607 89.0 306 43.4 507 99.0 396 30.0 607 89.0 3% w 50.6251. 1037 456 1148 379 WA 458 9R8 371 741 455 90,5 354 648 458 840 360 57.6 456 61.3 357 61.8 456 1 80.0 358 432 1 458 80.0 358 1 3T9 1 466 800 358 324 1 458 1 810 ZE Q'9tl) 541n 85.4 400 93.3 338 71.2 400 80.9 320 61.0 400 727 322 53.4 400 67.3 310 47.5 400 64.0 315 427 400 1 623 314 356 460 61.9 313 30.5 400 01.8 313 25.7 400 61.8 313 LU O so In 622 324 66.9 276 51.9 324 57.5 270 445. 324 51.2 254 389 324 4&0 260 346 324 439 257 31.1 374 420 256 26.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 (!) Bain all 284 $7.4 252 446 294 49.2 248 3&4 294 43.6 241 3R8 294 $9.6 231 20.8 294 37.1 234 Xg 294 3S2 232 72.4 294 335 230 192 264 33A 230 tab 284 33.4 230 -j c 68 In 40.6 268 49.6 230 3&0 268 424 2'15 33.4 268 37.5 221 212 266 341 219 20.0 204 31.8 215 23.4 266 29.8 212 195 268 28.0 210 16.1 268 27.7 209 14.8 268 27.7 209 721n 36.0 225 37.0 196 30.0 225 322 191 25.7 225 28.4 188 226 72.5 260 1185 200 225 23.5 162 1&0 225 221 180 15.0 225 20.3 177 t29 225 119.6 176 11.3 225 19.6 178 - 78& 30.6 202 320 iT7 25.5 201 27.2 173 21.9 202 219 1 170 192 202 21.5 167 M17.0 202 18.7 185 1113 202 td4 M1Ba 128 202 1&7 100 10.8 202 iSe 158 B.6 201 75.8 158 Z 781n 2&3 102 1 78.9 1 188 23.0 182 25.1 105 202 101 71.0 162 57.7 4" 18.7 159 16T 192 1&1 157 142 182 189 155 119 1FY2 15,2 162 10,1 192 744 150 0.9 101 14.2 159 Q J r a b 11&5 14d 19.0 Yle 75.4 74d 18.1 128 11-- 90 as In 15.2 727 1&0 113 e7z •z•i O TABLE 28 Anchor CnoacftV Table(1118) ANCHOR CAPACITY ADJUSTMENT FORMULA: aD � SUWlmta: 2.7k Omctane 3.5k conn. "Orm CMtl RM CMII PT Wood Metol (DP_) ANCHOR CAP.&,,,,,1_ICHOR CAP.,,,, � X 5IIV Eko If as &IV`Eko 11Y So Ek. #10 8teet it2 Steel ate.lett MULLION Amkor Typ6: 31t6•Etw UBtacan tt4•Ei4o tn0ecan U8mcg1 3119'BOO U6awon 114•Eico it4mcao (� M Sc"(G5) USE THIS FORMULA TO OBTAIN THE Anchor COpPattem6 Aggn!Galot uemon ABpeGeta screw G somw 113 4 Edea 933111&8 Ent r 2417 1 N I 2-1t2' }its` r 2d1t T 1 2-1rr 2 3.119- 2' 0.49• O.se x324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment on): 1-314• "4' 1 I-MV1talM 7 1.114' t-1114' 1.1/4' 1 t-tW 1-w• 1.114' r Tgr tam" modes ACTUAL PRESSURE REQUIREMENT FOR THE O s 2Amtwrsl$4.7S Mk,.oarsia,a+td"Offmlt9p tFIX lk Moto. 3996. 4w ms 996 ma 1644 On 270 ft 2m On 354@8 740&5 314 ma 664 ms 948i6s 34111. 442U56011mOPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtmm®1.15•Mk1.O.C.l Sterefald(of0%0)CUp(Fig.27 48014 7006. NIA WA WA NIA 380103 WA NIA WA WA WA 862&s 685163 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED aaneLor34$3.6fn W2zsA,plo CCgsrtF3u 3F 7611 13 769 m4 BBO is iSWa. 18981. s4o 163 6010. WA 769111. 74919 889193 1ee21. 8@z 11. 66s 13 7129 is MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anelam®045•Min.0.6,r t1423p,info.125 AIUm.(F)0A4 WA WA WA NIA NIA WA wA WA WA wA WA WA WA WA 715 is CAPACITY WHICH MAY HE USED TO QUALIFY iArktprl r-CAptFIQfiR 1951. 105 ms 22 M 4451. 622 mm 13s ms 140@. 17711. 370tb. 1971w 3 . 475&s 179011 2211.. 2606. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ammm @ LIV IA&O.CJ FC4W(Fig'6rI 24013 3511, WA WA IWA WA IM lbs WA NIA WA WA wA 341 Las M21S 66013 ANCHOR CAPACITY TABLE, NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: rRODUCT REVi3EU as complying with ftm P10" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. un °'gQ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS- Explmtion Daft ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. g FIGURES Miami lhoduc! 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 0�" t t 1 t • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1 tYN A>'ff FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED y;. 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.12S' i _ No.55705 * THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX Y X.375•MULLION • THE LFASMATERIAt-.#f0&#1ANGHTHICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT T3 ANCHORS BESTEE1,118-BS.S.OR4SSCREWTHREADSHEYOND 'A','� �fF F ;`1•IU y Z'? ``5�\ A.LWN M(t11tE13,P.E. FL P.E.#58705 TABLE 3A + Mullion Capacity Table Iba7(t2 pt Opening tAgdth(for vefdcallyspaMml mWons)orOpening Height(for horimria*spemingmdGons) So In 60 in 7014 0014 so in 100 to 120 In 140in 160h 6l��1i u� 5]t 7-76% Redmnpdaz TWntm0. Re huVA r TMWdM. R-WVA. Tr4NTeme• Rodang4ar Tr4pfTdaag Ilentmputx 1v*w1mnp. Recleng4ar Top Mang. R606.9dar TmpRtUn9• Reaatgdar TmWM*n0 Reetan9War Ttoprhim 4:4 lowft tmdn9 Lmdn9 towing Load4V L-adn0 toadn0 Loadm Lead49 Loadng Loa3n9 Loadh9 Loaft toadn9 tmdna Loadn9 Leaft Loadn9 pi ,?YI .7T6Atum. b tt�33 Tube .. ., S .. � �8.. -f -t _r i „ f f -f to s yxt a �pp fi y�1iR1 6 �p{q� y�7#$ � y� �� d�` �� y�1 � {fit y�t� ar d � 3 da $a' ddK Y 5- d d d 2' dd g g s Z 4214 170.0 820 170.0 473 170.0 744 170.0 475 170.0 666 170.0 508 110.0 992 1740 519 170,0 1116 170.0 621 170.0 1240 170.0 1121 148.7 1301 i7p.0 621 127.8 1301 170.0 621 111.6 1701 170.0 621 0 481n 170.0 708 170.0524 t70,0 860 170.0 684 170.0 992 170.0 We 170.01 1173 170.0 Sal 151.8 1139 1700 S77 t38.6 1139 MA 880 113.9 1139 170,0 880 01.9 1138 170-01 680 65.4 1139 17010 660 UJ UJ 50.0251. 17&9 1 747 170.0 563 170.0 1198 170.0 831 187,5 1032 170.0 684 146.8 1 1032 170.01 723 f30.6 1032 170.0 747 117.41 4032 170.0 758 97.41 1032 170,0 758 43,91 1072 170.0 758 MA IM2 170.0 756 5414 1-10.01 787 170.0 612 181.3 007 1170.0 691 1782 907 161] 730 120.0 907 I 162.6 720 107,5 807 145.0 714 06.8 907 141.1 710 80.8 907 110.0 709 69.1 007 140.0 709 BOb 907 110,0 709 m 0OR 1 00 In 141.1 735 15t.5 625 fIT.6 735 t30.3 811 100.8 735 115.0 698 862 735 1082 590 70.4 735 99.6 683 70,5n5 95,1 578 SRA 733 91.8 574 50A 735 SIT 4 tt.t 735 81,8 674 F 1p {{ 63 In 1219 8614 130.0 670 101,61 1188 111.6 657 87.0 666 1 869 647 782 668 90.1 636 67.7 588 83.9 631 60.8 668 7&a 520 50.8 Sell 75A 621 43.5 866 75.S 521 3%1 668 75A 521 Tn FA 66h 100.0 607 112.4 522 88,7 607 98.1 611 76.7 607 a5.0 601 68.2 807 77,1 493 50.9 601 71.5 468 63.0 007 67.8 481 44,2 507 B3.4 476 37.9 rj 007 62.7 474 3J.1 807 82.7 414 Z W m ++ g 72h 61.6 510 85.8 443 68,0 510 73.0 434 68.3 f0 64.3 426 51.0 510 67.0 418 45,4 $10 53.3 413 40.8 510 We 406 34.0 510 4A9 402 202 510 44.4 US 2S.S 510 44.3 399 j IL tl �� 76 In 88.4 456 72.6 400 57.8 456 81.7 382 49A 450 54.1 385 43.4 458 48.0 '378 38.8 455 44.6 373 74.7 455 41,8 368 28.9 450 77.7 382 24.6 450 38.0 359 21.7 450 35.7 358 J � D7 ,Z 78in 642 435 67.0 381 53.6 435 66.6 373 45A 435 49.8 368 40,1 435 44.7 360 35.7 435 40.9 355 321 435 38,1 351 26.8 435 34A 344 229 435 326 341 20,1 435 32,2 340 Q e 90h 4tA 321 #,t 280 31.8 327 38,4 285 289 327 37.8 2ND 25.1 377 28.3 275 232 377 25.7 271 20,8 327 23,7 268 tTA 327 214 282 149 327 1a3 268 ~ Q O OBh 7!A 267 35.4 267 29.7 287 *-252 207 29.0 246 21.5 287 23.1 2M 18.1 297 20.9 240 17.2 281 10.3 237 14.4 287 109 232 ` Zf 08 h 242227 24,7 245 202 227 227 16.0 188 141 227 16.0 195 )(111 In 223 216 227 184 16.8 225 215 18.0 168 m 120 In ITA 181 17.8 167 N (n TABLE 3B C) x Q Anchor Ca ct Table t1a ANCHOR CAPACITY ADJUSTMENTFORMULA: 0-1� 2 �O&` ANCHGR CAP.,,,,,, g Suh'lmts z1ACpereta a.SkCaw. RWoxCMu Filed CMU vrwom MCMI (DP,�,)XC �=ANCHOR CAP.,,, - '�p: 577e•Eko 114'SS E100 5716'Efco I/4'S86e- 610SW a12StW 012St� MUWON AnchorCUp Patteme i4rn0f 3+i6'E7caM oa' 174'Ek0flMaam t9Usm &t8'E1tot900cm 6 1°"` A00recalor UMacm AgamGator St w(G5)Scm (G5) Sam(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR EowmtwAfhk P 2-1n• 1• 2-Ur 3•176' r 1 2.9rr 1• 2-IM r 3-118, x SAW 0sr 0x24• CAPACITY REQUIRED•CORRESPONDWGTOAN Embedment(h), I.M. 1314' I.a74• 1SI4• T 1.114• I i-tw• MR* 1474' 1.114• 1411 2' 1 V6' 1d78' tads' ACTUAL PRESSURE REQUIREMENT FOR THE 2)M-m QUS'Mm.O.C1SWWmdorOSee1 CUP Ito.1k 3909s 390®- 45010' 8909te 16H 95- 2706' 211plbe 354 Me 740 b5 3A Ws 66410- GO As 3418- 47216- 56015' OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Armhom®1.16•Min.Mr.l Stendud(W01se0 C9P(R9.2), 480 Ms 700 Ma WA WA WA WA 38D[ba WA WA WA WA WA 6112 W3 885M112081' CAPACITY(FROM THE TABLE)OF THE SELECTED 4At¢h%s03'MIn.O.C.!(!.)9.5MOD CUP,lft ' 711055- 7BOMs 6801. 158D Ms 1B960rs Soo 4141 56010' WA 7602. 746 M- NOlb- 1892 lbs 682 1-. N51bs 1120W MULLION.IT WILL YIELD A MINIMUM ANCHOR h, 2 Anctrom 0 0.45-MO.C.I I",Into J25•Akan.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA RIA 715Ms CAPACITY WHICH MAY BE USED TO QUALIFY IAWWIF-CJIP(Fia.5k1 195Ms 195®' 275 Ms 44515' 022ND 135 Ms 140 M' 177 Ms 370165 167 M4 332 lbs 1 413 lbs 170 Ms 221 Its 280 Ms ADDITIONAL.ANCHOR OPTIONS FROM THE 2McOws 44 T.25•Mht O.C7 FC1tp fFtn B): 240Ms 356 Ms WA WA WA WA 1905s WA WA WA WA I WA i 341 Ms 442 Ws 560M- 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. `' -• PRODUCTREVISED as complying with W0 Raft Building Cada FIGURE 1: FIGURE 2: TABLE NOTES Acceplanx tN�D. t1 i • • i Expimlfo 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By 1SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE 11 / FIGURE 3: ��w ,{IYNI A 7j�ri �O,.... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.76(r e 0 -1 Fi HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED iN PAIRS. - No,:8705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30t SPECIFICATIONS.HOLLOW AND GROUT FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TRFA.TED 375• % "- (.„T•g YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6083.75 AND BEA MINIMUM OF.125' _ 4 (J 16 4Lt THICK.STE125*T STUDS TO BE A L MINIMUM GRADE 33 AND.045" SHA THICK(18 GAUGE}T 3 SCREW T READ TO BE AT �C) '•, S C P �� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND 1'X 276'X.375'MULLION `�'��.'•.�7.OR10P,•'' \"�•.` LLII THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18$SS,OR 410 S.S. � S '•••"••��G�` i LSA � P.E. a/FL} IE 58705 TABLE 4A MulllonCa ao TabN Iba(R2 Opening Width(far vailica9p-9pam11g mWor s)orOponing Haight(forhor(mfttakspam9g millions) 50 in Gain 7014 60 In 901n 10014 120 in 1401n 160 in a 1x2.76% Rciengular Trep7Tdmt9. Rmtangdar Ttepiitfang. Rect-ouler TmplIllana. Rectslof. Tinign(ang. Raetangaler 1hVTd� RoUanp�Aer TWITfiang. Raclen9Wm Tanflifeng, RoO.Wer TtWlldang. Rectangular RWrd.W 4 666ALum fug lowing Loafing Loadng Lmdatg Loaft Lowing Loadn9 Loadalg Loodng Loadog Loading Loadop Lowing Loafing Loafing Loading Luad.0 sY ubou_ 2^ 1" a D D Fg_ a^ ?.' g L a^ ;? _ 2• [41 22! ;c t TN&dtt°nystoag Z0 4214 170.0 azo 17x0 435 270.0 744 170,0 478 170.0 888 170.0 506 170.0 992 470.0 519 170.0 t/1G 470.0 522 t70.0 1240 170.0 50 1700 1486 170,1) 521 1620 1700 521 138.8 1820 170.0 521 =L4891 170A 708 170.0 524 170.0 658 170.0 564 170.0 082 170.0 630 170.0 1133 170.0 881 170.0 1276 170.0 077 170.0 1417 170.0 680 141.7 1411 170,0 680 1417 170.0 680 106.3 1417 170.0 660 7)50ASIn 170.0 747 170.0 563 170.0 690 170.0 631 170.0 1016 17&0 684 170.0 1185 170.0 723 182.6 12W 170.0 747 140,3 12M 170.0 758 121.9 )TBS 1700 758 1288 170.0 760 01.4 1266 1700 750W05444 170.0 707 /7&0 042 170.0 956 170.0 091 1700 1116 170A 754 150.7 1130 170.0 603 133.8 1130 17MU 837 t2g.6 1130 1700 958 100.$ 1130 1704 881 Ina 1780 set 76.3 1130 170.0 881 co C> f"00In 170.0 885 17&0 701 1485 915 162.3 701 12S.5 815 144.5 748 109.9 015 132.3 735 979 GIB 1230 T28 87.0 915 110.5 720 73.2 916 114.4 715 015 114A 715 54.8 915 114.4 715 F 10 6310 151.8 838 161,8 710 126.5 WO 136.9 694 1085 030 1233 681 94.8 030 112.2 870 840 gag 104A 602 75.8 830 99A 658 63.3 830 94,5 849 630 94.11 840 47.4 830 94.1 640660+ 132.1 757 140.0 850 (10.0 757 ita8 638 04.3 757 105.9824 aLS 757 06.1 B14 73.4 757 89.1 808 68.0 ISI 64.2 aW 550 767 700 593 757 76.2 591 41.3 757 782 591 Z W 72M 101.7 838 106.8 552 81.8 838 01.0 640 727 036 88.1 530 83.8 030 723 521 S&5 0. 030 6&5 514 60.9 838 82.3 505 42.4 636 57.2 500 636 65.3 497 310 638 55.2 497 J �@ Z 78 N 88.5 571 80.4 408 72) 571 70.8 466 6 bTt 070 478 54.1 571 60.8 1171 [,K4 571 55.5 484 43.2 571 51.8 458 360 671 117,0 451 30.8 571 44.6 447 27.0 571 44,8 448 a = Y �d' 781. 8&0 642 83A 474 66.7 Be 70.8 485 51.1 542 62.1 456 %0 542 55.7 448 642 510 442 40.0 542 475 437 33.3 542 42.9 420 28.8 642 40.8 425 25.0 542 40.1 423 F • 4 � a go In 521 407 53.7 361 43.4 407 45.4 MA 372 407 39.8 349 325 407 35.3 343 407 321 338 28.0 407 290 334 24.7 407 26.1 327 109 407 24.1 322 16.3 407 23.0 31096 in 420 358 44.1 320 350 358 372 314 303 3% 32A 308 26.8 358 26.0 304 368 8.1 300 21.5 356 240 296 t7.9 3% 214 280 153 356 1&2 284X108 tt 30.2 283 308 256 241 283 25$ 251 21.5 Zai 22.6 247 SGA 281 I&9 244 283 58.0 240 16.f 793111 N 2" 287 20.3 242 23,1 267 23.8 238 %8 287 20,8 235 17.3 267 1&3 231 267 10.5 228 IY 04 to 117 1201n 220 718 22.3 200 1&3 229 16.0 205 15.7 228 102 202 U X a r Z TABLE 46 ANCHOR CAPACITY ADJUSTMENT FORML4LA; 11� m 0 An horCapacItv Table b9 ANCHOR CAP.:,- aa, SaWhale: 27k ClctMe &6k Cma Hou"CMU I"CMU FT Wood mow (D-)X li }=ANCHOR CAP.„, o 918•Elco lie 8S Elco 5116"Elco 114'SS FYo 810 Sleet Mated 812 Steel MULLLON CAP.,,,,,,,._. AnchorCltpInatteme AncharTypa: 3/tEEkoNtrecon t!a•EkoNiream t8�an 919'EboUltracon f14•EtwNiracon A99mr-W Utnx- AgweW. S-w(C451 8c"(" Scl w(CSI USE THIS FORMULA TO OBTAIN THE ANCHOR Edge 04stenc0(1.7 r 2-1rr 1' 2.112• 34/8' 1" 2-irrt' 2-1? Y 3.116• r 005' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmm( ro"7 taw 1ar4• taro• 1aM' 2" 1-114, 1.174' 1-tm• 1-114• 1-tr4, i-174' Y fare' 1015• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Arwlaa:144J5-MIn.aGJ3lendmd or 065eI01p(F12.11: 390 RA $90 ms 450105 WIb3 1644100 2/0 Ds 280 Ills 354 ft 740 to3 374 IW 664 tea 946183 341 Ilia 442 ft 5600* OPENING,WHEN IT IS LOWER THAN THE MULLION 4A4a1m@I-IrM 10.4 I Steadmd(or06,eI)C6p(FW 21 4B00s 700®e WA WA WA WA 3a)tbs WA WA WA wA WA eel Lbs 465 1t209q CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhxs@TNo.O.C.1(2)2:5 Angte Clip.I(Fig.3): 160 Wo 7880* 6600* 15W ft 1826 Ws $40 lc3 5MMs WA IWW 748165 080163 189218* 682 r. b3 1f2one MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Adc@0.45'MLO.GrUZ119f.to.125-At-ft.4I, WA WA WA NIA WA WA WA WA WA WA WA WA WA 7/5®0 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnotwIFCip ft.5k 195 ft 195 Ills 225965 445185 822 to 135®5 140 Ills 177@e 31010s ISMS 332159 4RIt 1706ts 22116* 26015* ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchom 01.15•Min.C.C/F431p ft Ok 240PA 3501. WA WA WA N/A 190 ft WA WA WA WA Wa 3419* 442114 Seo Pos ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 1:=u-11=. =u-117'I4BVt3BD as complyin8 with Lha F1a1131 Bo(Ldinvq,Coda 16-4034*?"03 FIGURE 1• FIGURE 2• TABLE NOTES: Acceptmm No i) !011,+01) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABBxptml(on Dale AND SHEET 25 FOR INFORMATION ON LOADING. BY M SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. vide{11177+ // 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE // Vkl i FIGURES: ` .�.,0 ..........,<rF r� , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750' T�:: JCEI44 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.Foo I I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f(jr rc CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 890.WOOD SHALL BE PRESSURE-TREATED tFIGURE4; FIGU!?E 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125' '-'- 'fi.' �`~ 7 S AfE 4 THICK.STEEL STUDS TO BE A L ANCHORS GRADE 33 AND.SHA THICKEN GAUGE)-STRUCTURAL STEELTO BE AT r LEAST.125•THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76"X.050'MULLION THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,16-B S.S.OR 410 S.S. s/{�t��� "' A.LYNN MILLER,P.E. FL P.E,#68705 TABLE 5A Mullion CapaoltyTabtof(bete) Opening Width((fir veifica*spartj millions)or opening Helpbt(fhrwzwfa*sp nafions) 50111 80 In 701n 80h goin 100 In 120h 140h leoin ww.v• Feewvjar Tioprrim Rodwqj. VW[dani; Ruclongg!u TmprrdM. Racf� ImprfilmV 144daned. Tocpnllcng, Taprni-p Roclanplar Tinsprrisog. Rectangl. TrooTilang i"x 3.i2r x LoafingLoaft Lcodng 1--ft Loafing Loadng Loafing Loodnq Loa" Loafing Loadng LoafingLaft Loadng Loadno Loaft Loafing Loadng 0 .500"Alum -t - & ',, -- Bid Tubs fAull el 9 cc Z L in if 1 .1 1i all :t�r I ev I ILI 1 2,91 tjy 421m 170.0 024 t7d.0 435 170A 1 744 474:4 478 1170.0 888 174.0 fell 17" M 570.0 5f2.17se lite 170.01 521 1-10.0 1240 170.01 521 1 170.0 140 170,01 Ut 1170,0 1735 170.0 521 164A 1802 170e 521 48 In iMO 708 170.0 524 170.01 NO.170.0 584 170.0 002 170.0 030 170.0 1133 170.01 061 170.0 IM 170.0 077 1170.0 1417 170.01 OW 157.7 1577 170.01 M 135.1 1571 170.0 M 118.2 1571 170.01 00 618251. 170.01 747 170.0 563 1195 170 V0.0 ON 170.0 631 170.0 10{8 t70.0 GA 170.0 .01 723 1-10.0 M5 1700 147 T70. .0 J V0.0 76141.7 1495 170.0 758 121.5 1496 ITI.0 758 - 1484 8 100.3 1485 170.0 750 ULI 541. Me 797 1740 412 1740 OW 170.0 1 lite lite 170.8 754 t70o IV$ 170.0 803 Ml 1401 f78.0 837 149.5 1401 1 17&0 650 124A 401 170,0 861 tome 1401 170.0 Cal 914 1401 170.0 881 ca 60 In 170.0 W 00-0 701 `170.0 1033 170.0 707 158,5 1160 170.0 878 138.7 1168 187.0 M 123.3 1150 150.5 017 111.0 11501140.7 910 GZ5 1156 144.6 103 703 Ilse 144.5 003 60.4 1156 144.51 003 (0 83 In 170.0 9w 170.0 T45 159.8 1049 170.0 4W 137.0.1049 155.5 860 1t9.8 100 141.7 80 100.6 1049 1320 036 WO In 125.5 = 79.9 1040 ilU 020 68.5 1049 1118.9 Ole 59.9 1049 118.01 Big to f. 8881 Is" M i7o.0 M9 Me 955 1511.3 04 110.11 055 113V 788 104.2 M 1211.4 776 M8 065 Me M U4 M 10&4 7sy e&s M 99.8 749 00 c - $9.0 05S 9&7 748 5Lt M 08.7 748 Z lij 72h 121IJ5 80 134.0 697 07.0 1 8M 114.9 802 91.8 80 101.1 070 80.3 13M 91.2 059 TIA 003 53.9 649 04.2 003 Me 842 53.5 603 632 (L S 6 831, 454 003 69.8 628 40.1 803 60.7 027 U) 9 70 in 1109.2 M 110 629 91.01 721 07.0 ale me ?zt 0&1 so W.3 721 MS 695 60.7 721 70.1 SW 54.6 721 8&4 579 46.5 1 721 59.4 We LZ 814 165 1114 1511 laS M 1980141 0*11 161 M7 141ISM 9 1 56.6 5w w M 56.1 1 sw < IT 21 Te 32 z < Min 101.0 6M IM4 W 84,2 ON 69A 507 M2 78.4 578 63.1 684 70A 567 W-1 1 684 1 644 WO $0.5 664 59.0 551 4.2.1 6. i;�,- 36.1 854 $1.3 533 31.6 ON 5M 514 Ik- 2 5 25B 18.8 289 20.5 256 17.3 789 tat 252 i5A 208 143 901. 65.8 514 87.9 450 54.8 514 57�3 448 47X $14 60.0 440 41.1 514 1 44.6 433 X5 514 40.6 427 3ZO 514 37.3 421 412 2&6 614 30A 405 210 514 29.0 d413 g I T 143 Z Win 542 452 LSW5.7 404 45.2 452 47A 30-0 $0.7 4S2 4U 3M 33.0 452 3&4 364 30A 4$2 32.0 0) x jig min At 357 38.9 322 311 357 3?.? 317 212 357 28A 312 2&8 357 25.21 --- j�i U)Lg 20.1 296 ---T ILI III In 35A 330 35.8 300 210 338 30.1 301 75 3- -- 21.0 338 231 IWIn V.? 213 2&2 263 23.1 289 23.7 1 TABLE 5B 0 - ANCHOR CAPACITY ADJUSTMENT FORMULA. 0) An horrCepao Table(lbs) CL SO sulatnaff 2.7k COMIde aftcme. NoOdrCMU FacdcMu PTwwd Metal (DP_)X ANCHORCAP_ Ix Ancharlype afIVEcoUlmon SM13'Elm a.=/) 1 1 AnchorCito Pattern* l/1rEItoUWco0 In"on We*Elco untacan vwmou,.,.o 114-SgEto 511WElco licssam=Ielnzws #28ted !"n Aggregator UlMel A990301or Semw(" USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dslance PY r 2-117 1 V I 2-IM 34ir 1. 2-tV 1. -2-9-r T 3418r r 0.48- 0.5v 0" CAPACITY REQUIRED'CORRESPONDING TO AN _"Incot IWr VV4- I.W4r r 1-114- 1-1141 I-IM 1-114- 1-IW 1-114- I-W I-TW ACTUAL PRESSURE REQUIREMENT FOR THE SOD On 3W Its 456 ars ego ft 16"IDS 270 ms 28O NS 354 r4% 7401bS 374 M sum 046 MG sit In OPENING,WHEN IT IS LOWER THAN THE MULLION AlAnchom6l 5*VkL0.Q1SIaxJam(or01sd)Cvpft2) 480155 700 ws NIA WA WA RIA 38DU NIA WA WA WA Nfl/A 682ft N5 to 112Dft CAPACITY(FROM THE TABLE)OF THE SELECTED 3 4AMhomaTm .0.C.fM7A5Afu$2CV%1p`I9,3 ?W Ibs 760 Me 68085 i5W 05 Meg WS ISOM SWft NIA X01te 748 bs am Re 1892ft E8285 MRS MULLION.IT WILL YIELD A MINIMUM ANCHOR All"00.45-min-C 1U-0ojnIo.I2WAb=ft 4 NIA WA N/A WA NIA WA WA NIA WA NIA NA NIA WA 1073 ma1 CAPACITY WHICH MAY BE USED TO QUALIFY I N-10-rll 41i 196 100 1065s 225 lbs Z-25 -T4-0ft -T77 9-6 -Wo-ita 57ft- ITOMS ADDITIONAL ANCHOR OPTIONS FROM THE 34010% NIA WA L 2AMIW@11.19*i� 240 In %1A IGOU -NIA --W-A-1 N/A WA WA sit It's ANCHOR CAPACITY TABLE. NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED as complying with The Flurift FIGURE 1: FIGURE 2: TABLE NOTES: 218.03 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- gy SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. gm LIMv 4114 FIGURE 3., % 0 ... *1 �4/� 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 211-23. F0 FIGURES SHOW SUGGESTED,APPROXIMATE ROLE LOCATIONS. a58705 I N.. *. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSUIRE-TREATED -wo -to FjGURE4: FIGURE 5: FIGURE6. YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.1251 S fx(L • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL To BE AT I'X3.12WXS'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I-VFMULUON) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. N A Y P.E. FL P-E If 58705 TABLE 6A • Mullion Capacity Table Iba/ttT Opening Width(Torverlca*spanirg nations)or Opening Haight(for hori2orBefly-spatting ounces) 60 in 60 in 701n SO In OO In 100 in 120 in 1401n 18081 Rectmwim WapmanB. ReaUW r Twrdnnp. RW-OAW TrepMM*. Reatan dw Tmprrdm8l. Reotenpdm TraprTdarO. Rm:tm6plar nagMan. Rati-gulm 7tepfWq. RedaaOWar Tmpt(dOng. ReetengOm T7Wn'd4eB. 4 Ix4xA26 Loe&v Loa fto Lo4dnB LoOdng I.oadn0 LoadnO Loafing Loadno Loading Loadna Loadn9 L"&V Lo4dng Lading L4adn0 L Loading Lo0dn9 PY Mullion t 4 -f b h. b g b B S g h 'S 03 H z }.. 421n 170.4 620 $700 435 170.0 744 1740 478 170.0Sea 170.0 608 170.0 092 170.0 619 170.0 1118 170.0 521 570.0 1240 17110 521 UOV 406 170.0 52t Mea 1469 170.0 521 127.6 1469 1740 521 0 U1 4619 170.0 706 170.0 524 170A 850 170.0 564 170.0 092 170.0 630 170.0 1133 170,0 661 Dee 1275 Vao 077 168.3 1303 170.0 660 130.3 t303 170.0 060 111.7 1303 170.0 680 97.7 1303 170.0 660 50.825 in 170.0 747 170.0 583 170.0 898 170.0 63f 170.0 1046 170.0 Su 170.0 1195 170.0 723 158.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 766 1004 1236 170.0 750 87.0 1235 170,0 756 ' � 64w 1700 797 170fl 612 170.0 B58 170.0 001 17a0 life 170.0 754 154.4 1160 170.0 803 137.2 1156 1700 837 123.5 1155 170.0 656 102.9 1168 170.0 am 64.2 1156 170.0 Set 77.2 1150 170.0 081 Lu p m 60 in 170.0 a65 170.0 701 1681 1042 170.0 707 1429 7012 161.1 632 125.1 1042 146.1 815 111.2 1042 136.8 601 100.0 1042 f3a2 791 83.4 1042 125.1 762 71.5 1042 125.1 782 82.6 1042 125.1 782 w J 63 in 170.0 030 170.0 745 151,2 992 183.6 Bio 128.6 082 144A 799 113.4 962 131.0 702 100.8 902 121A 768 00.7 892 114.6 750 ISA 802 103.4 745 64.8 992 103.0 744 58.7 892 10&0 744 68fo 165A 947 1730 788 137.8 047 140.0 780 1141 947 1303 783 103.4 947 117.7 752 01.9 047 108.7 738 02.7 947 102.2 777 60.0 947 95.1 713 59.1 947 04.0 711 51.7 047 04.0 711 Z 721n 135.9 849 42.7 737 1132 649 121.6 722 07.0 049 1048 700 84.9 649 944 696 745 649 86.7 088 67.0 649 62.7 675 646 619 76.3 6$9 0.5 US 728 052 42.8 640 744 631 _ 76 in ti6.5 762 120.7 66'.5 943 76M 102.6 852 82b 782 00.0 640 722 782 80,9 629 64.2 762 742 � STA 762 632 613 441 782 62.8 602 41.3 762 69.0 697 341 782 69A 595 z 781n 1089 724 11lA 634 89A 724 94A 621 743 724 S,9 609 646 724 74A 599 59.4 724 68.1 691 83,4 72.1 63.4 583 44.5 724 57.3 573 382 M4 64.3 667 33A 724 63.5 565 Q 901n 09.8 643 71.0 403 640 543 6113 414 49.7 643 Me 466 43.5 513- 47.1 458 350 543 42.8 452 34.0 543 39.8 448 240 543 34,9 436 24.8 643 32.1 430 2t.7 543 30.7 426 Z Z O Q w� 90h $7.1 476 WA 427 47.6 478 49.7 410 40.9 478 432 412 35.8 476 345 408 31A 476 34.5 400 247 478 320 389 239 476 29.1 386 20.5 478 25.6 380 179 476 242 376 � N f001n 40.3 377 41.1 341 33.5 377 34.6 335 tae 377 30.0 330 252 377 26.8 325 22.4 377 24.0 321 20.1 377 22.0 317 10.8 377 We 310 14A 377 17.1 304 � '•• S9 int In 37.1 387 17.8 323 339 357 31.0 316 Me 357 27.8 313 232 357 24.4 109 20.6 357 72.0 305 145 357 20.1 301 144 357 17.4 204 Of x 126Fn 29.3 300 28.6 778 249 308 25,1 275 2f.0 306 2t.T 270 56.3 30fl !92 287 143 3U6 17.3 203 � fn 14419 1 17.0 1 212 17.2 136 Q x Q 0 0 a r Z y t!1 co TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: and Anchor Cavaeltv Table ONn [� Er04tmte z7k Concrete 3.51 Conn Holon CMU Feed CMU FTVAwd Maras (DP,",)X(ANCHOR GAP-.,,,,,,,")_ANCHOR CAP.- 5116•Eko 174"SS Eke VIWEfw tN'SSEko 9fOStW W2SteH 8t2Sted MULLIONCAP.,,,,,,,� AnchorCll Potteme '``ricliorT icEk°utasc°° lN•Eia°Umacm 0 , YlIrEko>Aeaca, 1r4"Ekatmacm p Aggmomar tBmcen Ag9m0ewr Scraw(05)Smnv(t45) Sare`v(65} USE THIS FORMULA TOOBTAIN THE'ANCHOR Edge MW"fink V 2.12• 1• 2-ice 3418' t" 2-Irr 1• 2-Irr 2• 3.176" r 0.46• 464" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emh.Hment(w7 t•ur tan• 1.314• Tarr 2 t-Nr P14- MR' t•114' INC 1-114• r Mir lace" teda8 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anceom@4,76MN,0.0791nrdmdm0ft-IXp(F10.t627 390 Pot 390ws 4501; 5801; 16441; 2701; 280 im 354 wt 740 wt 374 me 6041. 940 roe 341 pre 442 w3 580W OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anahom02.WMw.o.C.tamndud(of Mail C6pft.37 70D 2A 7oaam 5503. uloibs DRO; WA 560m WA s30w6 WA 8801bs WA 682 His 865 Me 1124; CAPACITY(FROM THE TABLE)OFTHE SELECTED 8AnetWn0 t15•Mh 060.l Stmrdad lot Mel)CUP ft.47 060 Rm 1400 lbs WA WA WA WA 760 ids WA WA WA WA WA 13831m 1770., 22401; MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ambm6}t3'M7nO.C.1(2126Arpfet3psIFg057 7809, 780 ft 6802. 156ows 1a96os 50%s 540ws WA 760M 746fm 880m 1e9211m 1 692.1 6455 Be 1120fas CAPACITY WHICH MAY BE USED TOOttAUFY 6Anchom 0 3'MIn.O.C.f(2)235 Angle Capt I[Fill.6): 1170 6a 1170H. 1998 W zxo Cos 2814 ws Bi01; 840 E feA 1140MO 1122 b3 1320 lbs 1 28386 1022 911 1 13271bt I 1680 ws ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchom 4y 0.85'5559 O.C./tiL75r,inlo.525'AAms.i7q•77 WA WA WA WA 70A WA WA I WA WA WA NIA WA WA WA 14301; ANCHOR CAPACITY TABLE 2 AnoMmIN 7.25"Mar.p.Cl F•aq ffq.e7. 3509q 350IDs 2001m 705Im 4761; WA 2601; WA 315 wo WA 4401; WA 3111; 41206 5601; PRODUCI'REVISED 4Aectam 42 I.IV MO.O.C7F•Wp fFip.% 461 w3 7006u WA WA WA WA 38111; t8A WA WA WA WA 8821; 885(m f12Yi int at mmplyut6 With dm Fibiih NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, --( 1.000• t»- �� "'Si(rb2i$"45 P� Expimtian Data /��t TABLE NOTES: B FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURES: hUmnl do 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • IT • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLDWABLE. 110ENSF'•_F� 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" w 'r:;' No.56705 •�( TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONSHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;a" 4`f J� t{ IY • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ���'•, g-jT11t�TE r • • • • L--_JI CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125• �C .,.J LORLDP..',~+ SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126"THICK.STEEL 0111•• r?�` ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS. AND STUDS36./LTO LL ANCHORSEA ry1NTGRADE ME7 SHALL EXTEND W THICK AT LEAST 8 SCREW THREADS BEYOND THE MATERIAL..#0&.STRUCTURAL STEEL TO BEAT LEAST.126- K 'F `jr js`SIC}j�!jl;M N% #/2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. P X 4"X.N A.LYNN t'i4ltUR,P.E. MULLION FL P.E.#58705 TABLE TA Mullion Capacity Tabla Ibslht Opening Width(forwadca4y.Sperril mlElions)or0peningHeight(for tadao7Yg4y-spanningmigons) 501n 00 in 701n 60 in I g0 in 100 N 120 N t40 in 160 in {1!F 1X4X.376 Rectongr4a Treptittang. Raotw*u 'nepr7dgda an9. Rmtaar TrapTdmg. Reebagrdar '7�,.Rdag. RedeviAN T-A?riatg, Rectangular ToprTdenng, Reclenawar RapriOmg. lleatan@tar Tregulang. R&Iwgely Tnprlthag, ASum. TIj14 rFffiL' londng loading Loading Leading tMdtq Loadng Loading Lading (-ding Loading Uniting 1044.9 Loading lowing Loetml9 Loadng Lading Loading p� U Tabs a �• a a a � �+ a P a a a a a a a a a a �• aS' v� Mufflon II 15 9 4H J=. ZO II.... 421. 170.0 620 f7o.0 435 170.0 744 170,0 475 1TOR 988 170.0 608 170,0 992 170.0 619 170.0 1118 170.0 521 170.0 1741 170.0 521 170.0 1408 170.0 621 170.0 1735 170.0 621 170A 1983 170.0 521 J I3J 494 1170.0 708 170.01 675 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170,0 801 170.0 1275 170.0 677 170.0 1417 170.0 650 170.0 1700 170.0 680 170.0 Y963 170.0 am 15118 2M 170.0 080 ? ttl1�I) 50.6251. 170.0 747 170.0 663 Ima 886 110,0 831 i70.0 5646 17QU 884 170.0 1195 17MO 723 170.0 1345 170.0 747 iT0.0 1494 tT0.0 768 170.0 1193 I709 758 INA 1919 170.0 756 136.6 1819 1700 769 a 541n 170.0 797 170.0 612 170.0 956 1700 691 170.0 1118 174.0 764 170.0 1275 170.0 80.1 170.0 1431 170.0 537 170,0 1694 170.0 856 169.9 1799 170.0 881 IVA 1790 170.0 881 12D.0 1799 170.0 081 m Wt. 170.0 885 170.0 701 170,0 1807 170.0 797 170.0 1240 170.0 878 '170.0 1417 170.0 VA 170.0 1594 170.0 998 155.5 1618 170.0 1033 129.6 1019 17MO 1063 111.0 1619 170.0 1003 97.2 1610 170.6 1083 FQD J 63 in 170.0 930 170,0 745 170.0 1 1f16 170.0 gig 1700 1302 170.0 940 170.0 Hall 1170.0 1015 150.7 1642 1700 1678 141,0 1642 110.0 11122 117.5 1842 1605 1159 200.7 1642 167.8 1157 88.1 4642 1875 1167 W. 170.0 974 170.0 709 170.0 1169 170,0 803 170.0 1364 170.0 1002 180.8 1412 1700 1085 1428 1472 108.5 1148 1265 1472 1506 1130 107.1 1472 147.5 1108 01.8 1472 1400 1104 80.3 1412 146.0 1104 Z rA 6 m +� 721n 170.0 1063 170.0 070 170.0 1275 110.0 1009 150.8 1320 166.2 1101 1320 1320 149.9 1082 117.3 1370 137.6 1066 1055 1320 12&0 1040 08.0 1320 117.0 1024 76A 1320 1126 1013 86.0 sJ2o 1124 1012 LU LU� 761. 170.4 1172 170.0 937 149.0 1184 2504 4013 128.2 1184 138.9 994 1222 1184 125.7 878 99.7 1184 116.3 964 59.8 1184 1025 952 71.8 1184 97.6 935 64.1 1154 83.1 B2T 561 1184 923 925 z -101n 166.1 1124 170.0 987 138.4 4144 ",2 965 118.6 1124 120.8 947 103,8 1124 115.6 931 923 1124 105X 918 510 1124 900 808 69,2 1424 69.0 580 69.3 1124 84,3 681 515 1124 832 578 � -1 r 901n 10&11 644 1111.5 758 90.1 736 772 80 821 724 07.6 044 73.3 712 %I BN 6&5 702 54.0 Bio 61.4 693 45.0 844 642 e78 36.6 844 60.0 665 3&a 844 47.7 662 Z � Z 0) Cf 06 In 68.1 742 91.5 664 742 652 616 742 87.2 641 55.7 742 699 63f 40.5 742 64.1 622 44.6 742 499 614 37.1 742 416 600 31.8 742 399 690 27.0 742 31,5 584 t- O tool. 828 58fi 839 530 67,1 521 44.7 688 46.6 513 39.1 SSS 415 505 34.8 586 37.3 498 31.3 504 342 492 26.1 SW 29.6 46t 223 588 285 472 19.6 596 24.7 486III In 57.6 555 5&8 503 48,0 495 41.2 US 429 487 36.0 658 36.0 486 320 555 3i.Y 473 20,8 555 35.3 467 24.0 555 27.1 457 20.6 55S 24.3 448 1&0 $55 72.4 442LLI Ys1201n 466 475 464 433 3&0 426 326 475 317 420 20.5 475 299 414 253 475 269 409 228 475 24.5 404 19.0 476 21.1 385 163 475 1&7 707 14.3 475 172 301Xy1441n 26.4 338 28.7 305 22,0 301 16.9 338 19.7 287 1&5 330 17.0 203 TABLE 78 � r- � � 4p ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ct TabiD b5 Substrele: 2A Cbmrete 3411 Cate.I liolmemu Filed CMU PTWbed Metal (Dpl_)X(ANCHOR CA ANCHOR CAP.,,a, 5!18•Ecco 114'SS Ebo 5116'Elco 1M'SS Eko 910 81eu 012 Steel 012 Steil `MULLION CAP.,,,,,,,,,, Anchor Clip Patterns Aneh"�' 37tSEtwWtt�a IM,EkoUttraeon � 37t6'Ekotrtracart it4'EkotOtrxm AQW.GaW U,,,r. Atglie for 6aeer(GS)Sa (GSI Stanv{G61 USE THIS FORMULA TO OBTAIN THE°ANCHOR Edoec alanc va r 21rr 1' 2-112• 3.110' 1• 1 2-Ur r 2-Irr I r 3.119' r 0.4r ob4• 0.324• CAPACITY REOUIREW CORRESPONDING TO AN Emtu�,ne i-mk taro' I m, faro• lana- r 1-'17r 1-fir1-114• 1.114' 1.15' 1.114' r 131a' 1:R ACTUAL PRESSURE REQUIREMENT FOR THE 2Anobota 4S 4.75 MN.O,C.I Siand[W.-Met Cop(Fg.162k 390 bs 390 bs 450M 8901bs 1644 bs 270 bt 280lba 354 Wo 740 Pot 374 We 664 ms 846 ms 341 ma 442 We 56C)" OPENING.WHEN IT IS LOWER THAN THE MULLION d Anchms 02.2VMkL G.C.r Swadwd(orollseg CBp(Fig.311 700 Ras looms 6801bs 1410 ft 952 Me WA 560lbs WA 630 Wt WA Willba WA 882 Ws Main 11204* CAPACITY(FROM THE TABLE)OF THE SELECTED BAmlans 4�'1.1Y MIn.O-q 1 SteMmd(of Oriel)Cep{RD.4Y 960 bs 14ODM WA WA WA WA 76014s WA WA WA WA WA 1309. 1770 ms 2240 one MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors C T Va O.C,1(2)2aSAR7la Cres Ift 511. Mics iwins wor. t580ibs Moms States seams WA 760165 148 ft 800th$ 1892ths 682 ms 885 to 1126 Has CAPACITY WHICH MAY BE USED TO QUALIFY SAnehora v r Muc o.G 1(2)21511C11ps 11FIg.' 1V011is 1170lbt 1020 lbs 2340 f 2844 ms 010 bs 84016s WA 11401te 1122 On 1320141 2836 M 7072 ms 1311 p>s 188081$ ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arman*49045 Mit,0-C.I Ut2ip,Into,125AWm.{Fg.7' WA WA WA WA WA WA WA WA WA WA WA WA tUA WA 14309q ANCHOR CAPACITY TABLE. 2 Anehaa 49225'MN,O.C/l•0ip(�-Bk 350 ma 350lbs 290 ba 705 ms 478Ins NIA 280 lb. WA 315164 WA 44016s WA 341 bs .21. 568 ba PRODUCT REVISED 4 Awhore 0lk.IV Min.0.C1 F-C10(Fla.01:1 480 7002s 1 WA I WA I WA WA I 360{6s WA WA WA I WA W0. 88214$ I SW tb9 1120M as complyinb with the Florida 1062" 1,000° NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ....� .� �. Amic p&� 4 1�..p+�,18"4Ss3 E pial Dale lb-21 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M{am F(WO&1 • • • • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111 111) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��LYNN(yjl • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •` �-' 1. SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" t ' r No.56705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, t �• FIGURE 5: FIGURES. FIGURE 7: - 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3011 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ', •`• {TE OG Ul- • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALE BE (} '�•:._ 6063-T5AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' •�'••.�tOR1D�';.•'��2'.� • • THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS 375" 3776" %f�S ..... '.. ANGLE CLIP(FIGURES 5&6)MUST BE USED M PAIRS, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1•X 4"X.375"� 1 X 4'X 375 ` A.L(/NIV MILLEt1(,P,E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. `P-MULLION MULLION t 58705 TABLE BA � ^ Mullion Capacity Table tba } ' � OpeningWidth(torver4calty-Spe mutons)orOpeningHaight(for h4ATnntafyapaiWigmuflom) 4+ bi 60 in so In 701n 80 in 80 61 login 12010 1401n 1601. i28"x RxIGgddr 'IMpndang. Rectencuff Tm1YTdang. R-1-swer TwTddg. Reeiangnim Tt4piftr4 �tiectmgWar Tmpmfa,g. Racian@ufaz Treprrdor4 Rectn ,la 7iapt[deng. Rectwoul Trepttitarg. Rectangular Trap?dmg• 44 L�dnO LoadmB Loafing lending LmdBp Leading LpadNg Wcdng Loeding Lending Lwdn4 L4adng Loafing Lmdn@ Wading Wading Loading Loafing 3!188"x 1155 .286^Alum i-.. _ _ sg.. ., `g,.. all, . n �` TubeMld7 $ g c 1 1 g S a g 1 rl a Il 1 1 G ` �. ` N dF $ !S ZS E S $ t'F B f€ 1210 570.0 620 170.0 439 170,0 1 744 1704 478 170.01 868 170.0 500 170.0 942 170.0 310 1704 1118 170.0 621 170.4 1240 170.0 521 170.0 1468 170.0 1521 170.0 1735 170.0 521 1514 1709 170.0 521 O �I 45 in 170.0 705 170.0 574 170,0 550 t70.0 564 170.0 982 170.0 630 170.0 ti33 170.0 661 170.0 1275 170.0 677 170.0 1417 00.0 660 1614 MAB 170.0 680 1317 1546 170.0 680 116,1 1548 170.0 880 W SDAM In 1700 747 170,0 663 170,0 686 170.0gat 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 t70.0 747 187.0 t4S8 170.0 758 138.2 1486 170.0 758 119.3 1488 170.0 766 104A 1468 170.0 768 � �� W 641n 170.0 797 170.0 612 170.0 956 170.0 691 1704 7110 170.0 751 770.0 1275 170.0 603 10311 1378 170.0 877 146.9 7376 170,0 958 127.3 1376 170.0 861 10{.8 1378 170.0 861 91.7 1376 1700 881 m O Q 6010 170.0 665 170.0 701 1744 1063 170.0 797 1569 1158 170.0 876 139.0 1158 187.4 @30 7239 1156 166.8 B1B 1112 1758 150.0 B12 DZ7 1155 1445 WS 79.4 1158 144.0 005 891 1158 144A 005 F U 10 031. 17MO 930 170.0 745 160.1 t051 170.0 850 1372 1451 155.9 682 120.1 1051 1420 048 5007 fail 132.3 637 86.4 1051 125.7 SW 80.1 1451 tt85 BM S88 1051 119.1 B21 600 1451 119.1 W R 00N 167.1 957 170.0 769 139.3 957 161.6 806 1194 857 134.0 780 1044 957 1211 777 92.8 957 IVA 767 03.6 057 108.6 769 B9A 057 100.0 750 69.7 957 084 748 622 957 009 745 Z � gdm 72 In 120.7 604 1352 898 101.3 804 1152 6% 91.8 604 101.3 671 S0,4 804 914 680 7t3 004 04.1 BSD 61.4 604 70.8 843 63.6 B04 7Z3 633 464 ON 60.0 629 402 001 69.8 828 `• 78 In 10R4 772 114.4 634 9S2 722 87.2 876 782 722 86.3 BQB 884 722 76.7 598 00.9 772 70.3 588 64.7 722 88.6 S00 45,8 771 585 670 3.4.1 722 56.7 665 34.2 772 602 684 7010 101,2 S05 105A 600 84A 685 69A 588 72.3 685 78.5 577 63.3 665 70.6 666 562 665 04,6 860 60.6 BBS 601 653 422 695 04.3 043 362 665 514 637 31.0 605 60.7 536 04 in 659 515 684 457 519 515 57.5 449 47.1 517 $0.1 441 412 515 44.7 434 386 $15 40.8 426 33.0 526 37„4 422 274 616 33.1 413 231 515 305 407 706 516 2@.t 401 Z N O X N 961n 54.3 4Sf 55A 404 45.3 453 47.1 397 38.8 453 41.0 301 33A 453 30.4 385 302 453 33.0 379 272 453 30A 374 22.8 453 28.8 368 19.4 453 24.3 360 17.0 451 229 358 Z p O 108 N 38.1 356 39.0 323 31.6 3158 329 316 27.2 356 284 313 23,6 356 252 308 212 358 22.7 301 181 366 20.a 300 16.9 358 18.0 293 N �'- th III h 35.1 3$6 55.8 308 39.3 SM 50.1 SOi 25.1 338 26.1 287 220 336 !..E221 18.5 338 289 269 171 338 1@.1 285 it X 120tH 279 290 283 284 232 290 23.8 260 18.9 200 29.8 258 17.4 280 154 290 78.4 24B v d 14410 18.1 201 16-3 lee TABLE SB Q Z m� � Ali orCilad Table 1118 ANCHOR CAPACITY ADJUSTMENT FORMULA; '-c' Sumirata 270MnCrd0 ISI(Olc. HoDowCMU F dCMU PTW7#12SIMed r,"2 (DPI_)X(ANCHORANCHORCAP,„, 916 Elco U4•BS Eke 9t6"Eko t14•SS fire N10 Steil ULLIONAnehorCflpPattema 'V'c� 3r18'Etm72tr,cm UcecoUmatm usmoon 3rt•ocOUamam 174'Ekouaracon AWeG*r UBracm Aggma9a Scterr(O5) USE THIS FORMULA TO OBTAINTHE'ANCHOR EOge pstarce 6n) t• 2-Irl 1• 2-U231/6" t• 2.1Y1 r 2-vr 2 3.1re^ 2 8.46• CAPACITY REQUIRED'CORRESPONDING TO AN n ta14• 100 UT4• tai,• 2 i-tr4' 1414• 1.114• 1-vr 1-114- 1.114• 2 tab tatACTUAL PRESSURE REQUIREMENT FOR THE 2A nos 0.4478 Mia O,C.l Sunla 0a06N CM(HB 17 390*1 1 39011Z I 450104 ORD VA 164468 VMS 280ffi954 a5 T4o1m 3741W 664 to 016x5 341 Ips 44z Its 56029 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnOM01.15•MM.O.C,I Repaint W OBet)Cgpft 21 49063 70D ad NA WA NIA NtA :Wrs N0; WA NIA WA WA 68210s 85504 112D 05 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arc165®3'MIr.O.C.I M 2a5 Ang6Clips/01931 780 In 780 Its 480Ips 15W as IB96 It's 54064 660 me N1A 761119 74805 S80 me 1802 t5 anks 88505 1170 to MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A. OO40M*r O.C,lU,:0p,into18 Ahm iRO-41 N/A WA WA NBA MIA RM WA NIA NrA WA WA WA WA WA 143Dba CAPACITY WHICH MAY BE USED TO QUALIFY t A.elnr7 FCOp(1957 1B6ffi 19605 225ffi 441595 67235 13565 tA010a 177/9 71019 187 H5 33219 473ffi 77090 221 as 280 bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclats 0t.SB tdia O.C1FC 47961 040®s 35064 WA WA 1101 NOt 100 les WA WA NIA t8A WA 347 put 442 Y5 S6D05 ANCHOR CAPACITY TABLE t7t7. NOTE PROUC'TttSVISE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P DUCin6with Fitt FIGURE I: FIGURE 2• Building Cado�?b21 TABLE NOTES: 1•"-1. 1 Acceptance N0 . � • uabon Date . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BEap ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mianu product 171111/71 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, �t LYNN fr r0�1"{..-....,?`'1j�� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.18@" `�`y�: �10ENSE CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, D}o.(13705 Ir 8E USED 265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND " ,GROUT-FlLLED CONCRETE BLOCK UNIT CMU SMALL CONFORM TO ASTM C-90.WOOD SHALL -•0 1! C?'-. FIGURE 4: FIGURE 5: FIGURE 6: ( ) 8E PRESSURE-TREItTEO YELtAW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE ,_ g N • 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ^� '.,FLCRION 1� * .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25"X 3.188'X.285"MUWON %{�S �C9 ti. M ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLION) #10 81112 ANCHORS INTO WOOD MAY BE STEEL,1&8 SS.OR 410&S, A LYNN Nllll�tt P E FL P.E.#58705 TABLE 99. Mahlon Capacity Table(Ib6Ntz) aka Opentrig 0dth(forvertically-spar"ip mLd1om)orOponing Helpht(farhodmta"pemfig mUHoro) 501. 6014 70h Sofa 00% Soon 1206/ ttOtn lwh df ft'Ammo. Topvana Rwtanq w Tmp/Tdwg. n"wo tar IV.Mden9. Ratmpu4r Tnp/Tdw4 Rada-&W Tn{V7'dhW Rm14nau1ar 1180tda09 RmW94w TropflrnQ. Rmtenp b2' Tm c 1.25 x 325 loafing L-mg taw&r9 tomov Loa Las Prft R4Uwquler Topf7Nn9 x.100 LoMnp aoP 414 toadep imdrp L-&V Looft t dc41 Laaan9 Loadh9 » toalnp Lwdiba Loadlag a MxItRon F01 z 42 170.0 820 1 170.0 475 170.0 TN 1 170.0 470 1109. 88S I 170.0 t SOS 470.0 992 11&0 518170.0 iiia 17&O 521 153.3 1118 170.0 621 127.7 Iiia 170.0 621 409.61 itis I 170.0 521 95.6 1118 170.0 521 _0 45h 110.0 708 1170.0 524 170.0 850 1170.0 660 187.0 978 170,0 030 Il&7 we 17&0 661 130A 878 17&0 077 117.3 978 170.0 680 87.8 978 170.0 we 81.6 978 170.0 680 713 078 170.0 650 J 506261. 170.0 747 1110.0 603 170.0 886 00.0 631 150.1 927 170.0 684 131.9 927 18&5 709 t172 027 159.1 699 105.5 an 156,3 696 87.9 021 156.3 035 76.4 927 156.3 095 65.9 927 16&3 895Ir py _ 64 h 170-0 797 170.0 Sit 154.5 969 170.0 691 132.5 &W 153.9 663 [40.8 889 141.8 669 10310 868 134.0 660 92.7 803 122.8 651 11.3 869 428.0 852 86.2 866 170.8 652 57.9 889 12&8 862 ILI O p a 601. 1112 748 163.5 874 11&1 748 1323 620 102.3 748 117.8 608 746 107.0 699 79.6 746 IWA 592 71.6 740 965 607 59,7 748 93.3 6117 512 770 93.3 683 44.6 746 913 583 m O 1- 07 87h 123.7 077 132.0 519 103.1 07T till 556 6&4 817 100.4 655 OR 01.4 648 687 677 85.2 639 Ste 877 at S 614 6118 877 77.0 5211 41.2 677 763 529 3&7 677 7&7 5719 )�-. ( C 5891 107.8 617 114.1 630 89.7 617 97.8 549 7@S 617 8&3 509 817 782 600 ".a 617 72.6 494 610 017 E&7 489 44.8 617 64.4 403 38.4 817 03.7 482 33.6 617 617 482 72 to 82.9 Ste 87.1 450 8&1 610 74.2 440 59.2 518 85.2 432 610 58.0 425 48.1 Me 64.2 419 41A 516 50.1 4H 34.5 616 411.0 408 29.6 MS 45.0 405 16.8 518 450 405 Z Tnx TO h 709 465 117 408 58.7 485 828 398 5&3 466 64.9 300 465 49.4 384 3012 485 45.3 378 362 465 422 374 20.4 406 3&3 387 25.2 465 30.5 384 220 485 Al 363 78h 65.2 441 060 387 549 441 51.7 319 469 441 W.0 372 441 459. 366 362 441 41.6 3W 326 441 36.7 359 27.2 441 34.9 349 23.3 441 31.1 346 20.4 441 327 345 Z BOh 429. 912 43.0 28535433237020930.333223254 332 289 203 23.8 332 2&1 278 21.2 332 251 212 17.7 332 21.3 203 1&2 332 10.6 2112 113 332 i&7 203 Qeeh 35.0 281 359 260 2&i 281 30.3 268 75,0 291 2&4 152 291 23.6 240 1&4 281 21.3 29.4 17.6 291 199 241 SdS 201 17.1 238 12.6 281 15.6 232FQ- in10010 24.6 230 261 20B 20.5 230 21.1 205 n.5 230 1&3 201 230 16.2 198fitto ?2a 218 23.1 f9f 188 218 199. 194 16.2 218 1&0 101 258 14.9 189 � in f201n 17.9 107 182 170 11.9 187 15.3 167 N N Wo M <L N ¢ O O TABLE 9BZ Anchor C6 aeltyTeble(@a ANCHOR CAPACITY ADJUSTMENT FORMULA; q� CRs b9bgtmla 27ktA00mte 3.61 Conn. Na8awt2417 F6tedU.R1 PTWwd 140.101 ANCHORCAP.,,e,,,,, � -3 (DP,�)X{ =ANCHORCAP„„ 6fiv Elo 114^SSElw 5f18'Ebo 1!4•SSEkO 910stec4 012SW 112 steel MULLION Anctkx7yp[ 3118'Ow V0leeon 114'FJGOUItreaan 3110'Elw lltaoon 114•Elw tll60can Anchor ClipPattems Ultmam AgWeQ r Ulltow Ag[p60ata scrtw{G5)3crew(G5) vc"(05) USE THIS FORMULA TO OBTAIN THE-ANCHOR Edge Dnlanaa pny r 2.112' r 211/2' 3.1/8' r 2-1/2' 1 1' 1 2•1m r 3.118• r 0.48• 0.54' 0.32' CAPACITY REQUIRED'CORRESPONDING TO AN Emvment9n 1•SM' I3t4 I-TV 1414• r I-1#' t-t14• 1-114• 1 1414' I-1/4• 1-114• r I-Tr I-w .4n ACTUAL PRESSURE REQUIREMENT FOR THE 2AIw0as@4.7S Mb.U.G/SIOM4N oro6seldlp lFig.IX 390th 390 ns 450ts 090 is 1644 t4 270 is 250 is 3541bs 140165 374 ms 664 is 940151 341 the 44Z Ws 503 k" OPENING,WHEN IT IS LOWER THAN THE MULLION 4A0atmr IR 1.15-Mh.O,Q l S%mtud(or 081e0Qy(Fl9.a 483bs 190 is NLA NIA N1A WA 300 is w9. WA WA WA NIA 682151 665 is 1120 mh CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ancirora®3'mmm 0."(2)205 Angie/lis l ft 3y 760es 786th 8Wts 15W ns /898 is 540 td 5601bs wA lea Ra 74ats BW ru 4892 to 692 ns 966 ns fi20are MULLION.IT WILL YiELD A MINIMUM ANCHOR 3Archols 1�854'MN.O,C.l U1Y�,ht.10GAhmi.(Fi9.43- WA WA WA WA N/A WA WA WA WA WA WA Wq WA WA 950bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ata:hwlF1241Fi0.6k 196110 195114 725 is 445 is 827 Rs 135 ma 14016" f77 to 370001 487ts 332 i6c 4T316s UO AD2211bs 203As ADDITIONAL ANCHOR OPTIONS FROM THE 2Ana6as0t.i5•Aa1.O.0/Fglp(F19.Oy 240 bs 350 WA WA WA WA 19011" WA WA WA WA WA 341 to 412 Wm 560 Ds ANCHOR GAPACITYTABLE. PRODUC17 REVISED as complying with dm F36dd1 , FIGURE 1: FlGURE2 1"i gm 116-ceIa.D f . , . . TABLE NOTES: 1250• Lxpitetian Data" OQ� 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 Daft l4oducl j/ 1111 2)IJNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$IS ALLOWABLE. \\ Y FIGURE 3: LYRN ,,0, -- -- ,........-�� ii ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250` :h��•.•�1G@NSLc'-,Fn CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,�@ -•.,�( BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - TA FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTMC-90.WOODSHALL .100'BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i .045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL '�� '•-, LORiG�;. f�`�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 725`X 3.26'X.100' �i,,'�'S y '• `�i #10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 SS, MULLION . A bYtkMILEP-k P.E. FL P-EA 58705 TABLE 101 lie MuBIonC6pedtyTable pbase) o RAk Opening W1ift(Tarved€cgBlGon ysperannoml6)orOpening Haight((arhodzort04ysp9nring mom) 0" SON 601n TON BON 901. login 170 i1 140h 1601.' 126 x326 R6ctnngdor Troprrrimg. Radangutm 7'np7ldmfig, Rodwr4or llwrdarg. pclanguly Tr-pUsog. Rer0n9dar T-Wrhng. Rod ndu Tmpfrd v' RoctarouW TMOTdan; Raclo09ular TroPa s a. Roctsngdm Tmpmiang. 4 l.00�10 L-W-9 Loading LDIM9 L.".0 losAM Looft Loathn0 Lw faa deg C x.$24 dng LoadNg Loedig Loadr Loadnq loadig lwdmg LoadNg ldod6g MRz ill}}} Alum.Tube .a :g•a .a .� E �,. s -a.,, _" '.. '� M =_ .. .. _ Z. tdustten a � >; s a a sb a a� a §;3 a� a ss s a� ag s "s a u v u 0 & v oax jg 1 is v u` oe 0' u� u ai9 v u� 0 vv oa v v oa u v u` tie S o'a o ov v oa Ali a �2 .1c fEar p �12 a-9 $s 22 ZO 421a 170.0 620 Van 415 170.0]744110.0 478 170.0 868 170.0 !a 170.0 992 170.0 619 1700 1116 1T0A 521 170.0 1240 1701 Slit 170-0 USS 170.0 621 170,0 '1735 170.0 621 170.0 1983 170.0 521481n 110.0 708 170.0 624 110.0170.0 584 170.0 992 170.0 630 110.0 1133 170.0 661 1101 1275 110.0 677 170.0 1417 1701 680 170.0 1700 170.0 680 189.1 1979 1TO.0 680 148.6 1979 170.0 NO 50125 N 1700 747 170.0 563 170.0 170.0 63t 170.0 INS 170.0 684 570.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 766 1701 1793 170.0 Td5 1525 1817 170.0 756 133.5 1877 1704 TSE L541n 170.0 797 170.0 612 IMA170.0 69t 110.0 1118 170.0 764 1701 1276 170.0 603 170.0 143; 170.0 B37 170.0 1594 170.0 858 INA 1769 170.0 661 134.1 1769 170.0 661 117.3 1759 170.0 861 m601n 170.0 385 1701 TO1 170.0 170.0 797 170.0 1240 170.0 018 110,0 1417 170.0 944 151.1 1511 170.0 996 1454 1511 170.0 1033 120,8 1511 170.0 1063 103.6 1511 1700 1063 906 5511 770.0 10; Uco63in Ilea 930 770.0 746 170.0 von 850 1700 1302 1700 940 766.6 1370 1194 1015 1392 1370 7700 4076 t2S9 1310 1941 1002 104.4 1370 1559 1072 891 1370 755.3 7010 70.3 1310 Y55.3 1074 U!661n 170.0 974 110.0 789 170.0 170.0 903 MS 1248 170.0 1002 1362 1248 158.6 1013 VIA 1248 147.1 MOOD 103.9 1248 139.0 984 90.8 1248 MA 973 77.8 1248 129.0 976 68.1 1248 129.0 976 (L 721. 167.8 1049 170.0 376 1399 1049 1509 892 1190 INS 132.1 375 1049 1649 119.1 060 932 1049 109.7 846 83.9 1049 1027 038 69.9 1049 94.3 M 59.9 1049 943 020 52A 1049 911.1 8M 76Jn U27 941 149.1 872 118,9 941 me 605 141.9 941 t7L2 791 892 941 100.0 777 79.3 941 91.7 74,0 71A 941 655 757 69.6 941 77.6, 144 51.0 941 74.0 137 U1 941 73.3 736 � g� Z 781. 132.0 894 137.6 783 710.0 394 116.9 7fi7 41,3 894 1021 753 82S 094 91.9 740 73.3 B94 89.1 730 66.0 894 781 721 55.0 094 70.7 707 47.1 ON 67.0 101 41-3 894 66.1 690 Q , - .y 901- 65,9 SH 88.7 5% 71.6 671 74.9 SOS 61A 6TY 663 S75 61T all 60.2 596 47J 671 52.9 558 43.0 fill 4114 55t 35.0 671 43.1 639 3D.7 671 39-T 531 259 fill 3T.9 626 Z m Q 83 s6ln lee 640 MA 527 69.0 590 61.4 518 49.0 590 53.4 509 d4.I 690 4T.b 602 343 590 43.0 494 35,4 690 39.6 488 29.5 690 31] 477 25.3 690 31.6 469 721 590 291 460 Q X Z .T„ fqB In 417 466 49.8 421 4fA 466 426 414 35.6 466 31.7 403 31.1 466 32.9 402 21.6 466 �.7 396 24,9 466 27.1 393 20.7 486 23.5 382 97.8 466 21.2 376 161 466 19.6 370 10 4q $a 'O 1111. 45.8 441 4G.7 400 383 44Y 343 793 32.7 441 34.1 387 28.6 dot 30.2 332 25A 441 273 376 2L9 4d! ?49 372 511 Mt 215 363 164 441 M93 356 U3 441 370 351 W fh Oi Win ]63 378 76.9 344 3e2 373 31.0 339 259 370 260 334 22.7 378 23.7 929 20.1 370 21.3 326 161 373 19.5 329 15.1 378 t6.T 3U Q' 7L 141m 271 262 21.2 243 176 262 STA 239 15,0 262 15.3 236 73 N Q tf) Q ` Z TABLE 10B ARchorCepedty TeWepb9) ANCHOR CAPACITY ADJUSTMENT FORMULA:`- o?Lr sutstr9a 27k Larcrete 13.5kc0m. MGM CMU FMWCMU I PTWood MEW ANCHORCAP.,Y,,_ (DF )Xt }=ANCWORCAP.,,,,, Anchor IWe H1B 112Irn 14`53 Fko 5179 Ek0 1d'sS Ecce 010 11110 41.25160/ 41.2 S11N MULLION CAP.,a,,,,a AnthorCO Petteme 377CBe0Ue4aan 1TfkovBraCon 0areeon 3no*EltOWfixon 114`EkoU8recon (46) USE THIS FORMULA TO OBTAIN THE°ANCHOR P Agg�[121w tn0cm ag9mGata ser0o(es)9crea setw(cis) EdgeOWMeNg 1• 2-vr 1- 2-1tr 3.113` 11 2-vz r 2-1/2' 2' 3-173• z 0.48' usC 0.92A' CAPACITY REQUIRED"CORRESPONDING TO AN Emleduenl n 1-94' faro' 7-74' IWC r 1.14` 1.14` 1-114' 1-114• 1-14' 7.14• r Tare• tare^ cartes ACTUAL PRESSURE REQUIREMENT FOR THE 2AnGM1s4&4.75-Wn.C.C.I Magma OrOIItetC9p(Mg 11 39D b3. Soone 450 RE 890 ge tSU Me 27049 2800e 354ME 7d01t6 37409 6860E 046RE 341W 442ME Seo Me OPENING.WHEN IT IS LOWER THAN THE MULLION 4 AMh09 @ 1.15'Mot 0.411 StaMo(orOleel)Up(flg$ 480 Ins 70D 9e NIA WA NIA NIA 380 6E WA WA NIA WA WA 682 Ins ON an Y120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4AaWx9�3'M1n.13.C.1(2)26AMI-CI91(r9g4 780 BE ISD b4 680lbs 1580 ms IMSM 540bs 5639E WA 760119 7466E SAM. 1392 M9 M21os 885 Ue 1l2DME MULLION.IT WILL YIELD A MINIMUM ANCHOR 9Arc00s�4.51•MIn.O.C.IU ,mlo.t00'Akin.ft 4) 1171 NTA WA WA WA NIA WA 1.07; WA WA WA WA NTA WA 050 b4 CAPACITY WHICH MAY BE USED TO QUALIFY I AttlnrlP 099.fix 19510s 105 tos 2251M ass. 0?28E 7358E 140 Its Win, 370 Re 187 WS 332119 4790. 170 lbs 2210E 2008. ADDITIONAL ANCHOR OPTIONS FROM THE 2Andeis®1.191pa 0.C/F 61 240 lbs 950eq NIA WA WA NTA 103 Me NIA NTA NTA WA WA 341®s 4Y2 ke 15600E ANCHOR CAPACITY TABLE, PRODUCT REVISED u3-complying withsho Flaide Bvitdi44g Cod4 SG�bSbti$,b FIGURE t: FIGURE 2. AcceptwxNo ) • --- • -. TABLE NOTES: t210' Bx ttatto0 Date t 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M.un Dodo P 5111511/! F4GURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ;�ti . 1 Y N 'J \:- GENS •' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 32 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T' ••;; 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�'' CIo,58705, _ IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4' O)••'. j4? F�•:'+fit' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6063-TS AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OW THICK(18 GAUGE).STRUCTURAL STFEL TO BE AT .z;ti �CUR1Ot CK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A LEAST 3 SCREW T €THREADS BEYOND THE MATERIAL. 1.25"X 3.25°x-624' f�� J(�N,7r1,.. #10&912 ANCHORS INTO WOOD MAY BE STEEL,78-6 S.S.OR 410 S.S. MULLION q�LYMtViNIILLR P.E. FL P.E.#58705 TABLE 110 U01on Cepedty Tablo p;it7) Opening vtldth(fbrvedicaty-spowin mLaom)oropening Height(forhorizorletyspanning mllBons) SON 601. lot. So in 9oin 100 in 120517 1406r t60cr 64 a,4C l2b X3Ad 14MI49ulx Timmi¢np. RW-Wil T p/tnu)9. Redmgbr TrWT4", Rmla.ga1. Trap7dSW R d npdar 71-011ian9. RI.I ndar TwpITA.9, RadntgJlu TulNd4n9. Rodmpdat Trcp/Tmn6. R9 IsVtW TeapRriv-9 ��d t.Wmp Laadn9 Ludag L adbp Lwhg Loadep L-Em L."mi; I.*. wdin9 1o44int9 Loading Loobn9 to.dn road Lon �xS X.624 8 119 d9p Laadnp Losd6g . mulflon :� :e a eo a� o e� a� a s e� $ a'a It aa, s U $ ex aTIJ M u � u u 4 ua u u v v u.o u' u ue u ua v ug u ia9 u u� o' u ua v v v a o '5- u N , s"P fi 6 �a s s m gv a � �a a �« a �a �« € « � « te a A a , �« fG as �a � a 31 U:' f« �« �« �a z - 421n 110.0 620 170.0 435 770.0 744 170.0 478 170.0 665 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 tz10 170.0 651 170.0 1488 170.0 611 ttD.O 7735 170.0 511 170.0 1903 170,0 621 z dB In 110.6 708 170.0 524 770.0 950 170.0 588 170.0 992 Me 630 110.0 1133 170.4 661 1700 1275 170.0 677 170.0 141? 1700 689 170.0 1700 110.0 6e0 1TO.D 7983 770.0 690 170.0 2%7 170.0 680 50.625» 170.0 747 170.0 563 170.0 896 }70.9 631 170.0 1046 fI0.0 664 170.0 7195 1140 723 1700 1345 110.0 717 170.0 7494 170.0 766 17¢0 1793 170.0 756 IJOA 2092 170.0 756 170,0 5397 170.0 756 541. 110.0 797 170.0 612 170.0 956 170.0 691 t70A 1116 170.0 764 1700 1276 110.0 803 170.0 1434 170.0 831 170.0 ISM 170.0 656 170.0 1913 110.0 951 170.0 2231 170.0 661 160.2 2403 170,0 661 W O so In 174.0 7385 170.0 701 179.0 1063 170.0 797 174.0 1340 170.0 878 !MA f;n 574.0 914 1740 559; 7740 996 170.0 1772 1790 4413 2740 2126 776.0 1463 1483 2153 1744 1463 129,8 2763 170.0 5053 co CO t) R. 63 i. 110.0 930 170.0 745 170.0 1115 170.0 550 110.0 1302 170.0 910 170.0 1489 110.0 1015 Vol) 1673 170.0 1076 170,0 1859 170.0 1122 1569 2060 170.0 1169 731.5 2Dfi0 170.0 1171 117.7 2060 170.0 1171 f- L) 7D j & g LU 66 in 770.0 914 1700 789 7700 1169 179.0 903 170,9 1361 170,0 1002 17eA 1558 170.0 1086 17¢0 1737 170.0 1155 MA 1948 170.0 1210 1430 1965 110.0 1276 1225 1966 170.0 1286 707.2 1966 na.a 1286 Z IL z � •� 72117 STOA 7063 770.0 879 1700 1215 170.0 50.09 174.0 1468 170.0 1126 770.0 1704 170.4 1718 1541 1734 570.0 1355 Us.7 1734 169.8 1386 115.6 1734 1SS.9 1364 99.1 1734 150.4 1352 667 1734 1502 1352 1 m 76117 770.0 1121 1700 031 170.0 1346 170.0 1000 1680 1556 170.0J.39021.7 1556 1652 1285 131,1 1566 1515 1266 117.9 1556 t41.31 1251 967 1556 120.3 1229 812 1556 175.3 1219 73.7 1556 1212 1116 g 761. IMO 1151 170.0 957 170.0 135t Me 1116 1559 1477 169.3 .4 1471 152.0 1224 1212 1477 139.1 120B 109.1 1477 129,5 list 903 1;77 116.9 1169 17.9 6477 Sf¢8 Y4So 682 1477 109.3 1164 Q r 9DIn 1420 1110 1465 SSS 118.4 1110 1233 968 fa1.5 t110 10790 1110 96.3 936 78.9 1110 875 922 71.0 1110 90.7 914 592 1110 713 891 50.7 1110 6.6 870 44.4 1110 62,7 870 1-- 96 1n 11T.0 975 1203 072 97.5 975 INA 856 83.6 975 0832 975 T5.5 B29 560 475 712 817 68.5 975 65.1 807 48.8 976 S7A 7B9 Ata 975 523 T76 368 576 49.3 767 108 in 822 777 640 696 565 Rt 747 585 563' ltf 6L3 771 64.3 664 457 771 49A 655 41L' 775 449 647 34.3 771 385 632 $A R1 35.0 627 25.7 R1 32A 612 2�O p 1117. 157 730 713 661 63.1 730 650 650 64.1 730 56.37 730 49.9 631 42.1 730 450 622 37.9 730 41.1 6H 313 730 35.6 600 27.0 730 319 689 217 730 295 681 (Q 120117 509 62; 61.0 569 490 624 fii2 660 d28 624 143S 624 39.2 614 33.3 62d 353 537 30.0 624 322 S31 25.0 624 ?7.7 S19 24.4 624 24.6 509 10.7 621 221 $01 jy X td<in 34.7 433 35.1 400 28.9 433 29A 396 24.8 439 2647 433 224 386 19.3 433 20A 381 17"3 433 18.2 316 U >n r 17`1;,•. z .(0 V) TABLE 1 iB ANCHOR CAPACITY ADJUSTMENT FORMULA: 90 50 AnchorCXpedly T�Wepby 3oD3tr41e 277CSbOCMo ask cm. Room cmu lnedcMu FTwood M9w ANCHORCAP.,,a,,,,• m ���•� (O P,}X }=ANCHOR CAP.r, &16'Elco vrSSF3co s11mE1co yr 9Sgc0 WOSte9 4H2S10eJ 012Ste61 MUWONCAP,,,o,,.,a AntR07 Type a'tmgcoUBtatm yr gcoufvacm 3111113totamm vrricouDracm ( } (05) stmw(W) USE THIS FORMULA TO OBTAIN THE ANCHOR AnchorC6pPettaine • v0recon +Wilt- 6434 It AgOtenz(or screw 135 suer e bWnef1slance ) t• I'Tr 1 z-vz 31111 t 2-vz 1^ 2•vY z &1111 2 9.46 D.sr oa2r CAPACITY REQUIREWCORRESPONDINGTOAN >:nRednent ta4• lar 1.Yr4• tar z }-vr tar 1-114• 1-vr 1.114• 1.11r z tam term %.V. ACTUAL PRESSURE REQUIREMENT FOR THE 2A1XM6 Q47m MIM O.C./SUN=OraMtUp ft 1) 30D As roo 4 m ODD foe 1614109 2705)9 28011s 354115 ?Tm 374®5 664100 946113 8411DS 442515 560100 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Andmrs�t 7.15•Mh o.R rsian0ma(0cCfttd) tttD z) d6ofas tm9xi WA WA WA rvA 990fM WA WA 1710 WA WA M269 6e59a 11zo e,s CAPACITY{FROM THE TABLE)OF THE SELECTEE) 4Archps®3'Min.O.C./(Z)2)5 ArgleClps I(Flg 9) 7B0 ms 780114 mD o9 15809e tees res 510105 199)113 NIA 7601Y0 749119 trip IM INM 688ms e45 me 1120 pe MULLION.IT WILL YIELDAMINIMUM ANCHOR 4Aat>otsg9.34•Mh.fl.C.lu-COp,trto.fOm AAUB(Pig d) R7A WA WA NIA WA WA WA NIA WA !UA WA WA WA WA 1267 k6 CAPACITY WHICH MAY BE USED 70 QUALIFY tAnOror7 F4:p BTg ST IDs fb9 196WS 215119 445 mb 872 ms 13509 140 me Ill 03 370106 1817ID3 332Ra 4739e 170 ms 221@4 lap We ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancton®t.7'J'Wa O.ClF•C9p g6j Ins 39 Dt IdlA WA WA RIA looms WA WA WA I WA WA 341 ms 4428e 660 me ANCHOR CAPACITY TABLE, PRODUCT RtiVISBD as mmplyina with the Fimik 1250 Building Code uo 07>�•C FIGURE 1: FIGURE 2: TABLE NOTES: Alan®2417 3 i • V• 0xpiceep•e0 DOtc 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. Mi Dodo pmd ct FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \��U`.(f{Yidctt tt(f 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94• ANGLE ,`•`yS ••4tCi=NSB '• ;P CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS tiY BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,yq 58705 •1 N PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND /� •� FIGURE 4: FIGURE 5: FIGURE 6: UT-FILLED CONCRETE BLOCK UNIT{CMU}SHALL CONFORM TO ASPM C-90.WOOD SHALL ;^•} � BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE GROUT-FILLED ( •D L� 111`. 806&75 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624' r�?•'•. ;;'(/+TC o. �U .045"THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL -- •--L �(�•'••,j`COHYO�.•'C,:%, ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �' '"S/O........13/\L #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 7.26"X 3.94•X.624• A.LYNM MILL�R,P.E. MULLION FL P.E.#58705 TABLE SIA Mullion Capacity Table IbWW) Opening th(f6rvefficatillspartil mtfgons)orOpenlngHolatitClorhorizofU*spar"ngmtiUons) sofa so In loin soh 00 In 10010 1201. 1402 160111 RWW*d. Tepluiatp. RedengulArT(SprIliatV. Recinngular T"10111-9. Rdahoist TrWrdarqi. Reompsin TroWTiang. Rclonlider Tr&Wftng, Roctagnin' wwong, Recto. "11 n -01115-0. Reclshu" Twm.9 2 Is 4X.25 L-dng L-0,1114 LUdIng I-doo L'cnisse L-4.0 Loadici; uaft ta-ft 1--dall LowingWetting Landoll t-aft L'sam LoallIng Loaft L. anfl Alum Tube End n C-j Mullion 1 11 1 11 1 a 11 is 1. 1 ism ga I um I r, rs '16 281 ag t 2 "D - 1 1 1 421, 00.0 820 170.0 435 170.0 744 t70.0 478 170.0 NO 170.0 509 170.0 M 170.0 StS 170.0 Site tTo00.0 1 110.0 1733 170.0 521 1?0.0 1983 170,0 521G 52f 170.0 1240 170.0 52t 170.0 4881 170.0 1417 170.0 GOD - 2700 170.0 NO 170.0 11933 170.0 OW 170.0 2207 170.01 080 48h 170.0 708 Me SU 1170.0 650 170.01 684 1170.0 m 1700 630 70.0 1133 ITSA 661 1170o 1275 170.0 w 1703 T1. 50.625In 170.0, 747 110.0 663 170.0. NO 170.0 631 170.0.1046 170.0 684 170.01 1195.170.01 723 110-01 INIS 170.01 747 170.01 1494 170.01 766 170.0 17031170.0 758 170.0 2092 17D.0 750 170.0 23911 170.0 758 54 In 170-0 797 170.0 612 t7Q.0 Me 170o 691 170.01 1116 170.0 754 170-01 1275 1 170o 1 U3 170.0 1434 110.01 837 J76.0 1 1 � 1 3 .0 1 1 .. 2231 70.0 M 170.0 2550 I70A Eal m - - -- m Win 170.0 885 170.0 701 t7lie 11083 t70.0 797 1170.0 1240 1704 878 170.0 1417 170.0 1 90 170.0 1094 IMO W tMo 1771 170.0 IM3 170.0 2125 117" Ibal IMO 24M 170.0 1063 IMS 26M 170.0 1003 031, 170.0 930 170.0 AS ITDA Ills 170.0 8450 t70.0 1302 170.0 940 170A 1458 '170,01 1015 170.0 Im 17" 1078 170.0 1659 170,0 1122 170,0 22311170.0 1163 16&7 2553 170.0 1171 145.9 2553 170.0 IJTj QD 881, 170.0 074 1170.0 789 170.0 1169 I= 903 170�O IW4 170-01 1002 1704 tM IT040 1006 1170-0 1753 170.0 1155 170.0 1944 1170o 1210 fMO 2MB 170.0,1275 1114.9,2437 IMO tM 13" = 1704 12M 72 In 170.0 1063 178.0 878 tmo t2775 11TOX 1009 170.0 1488 170.0 1129 170,0 1700 UDA 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.0 2104 RDA 1488 1 124.61 2184 170.0 1529 1092 2*4 J70.0 1530, Z Min 170.0 1t22 170.0 937 170.0 1348 IM,O I= 170.0 1570 170,0 1209 170.0 1794 1TO.0 I= 105.1 19W 170.0 L42 ITO.0 1505 12&0 1960 161G 1s" IDELI 1960 154.0 1535 M 100 15Z? 1631 w _I 1411.0, 1960 781. 170.0 116111 '170.0 W7 170.01 13MOS 170.0 111118 t70.0 1611 170�0 IZW 170.0 1042 ITMO 1369 162.7 IM 1170�0 1474 13TA IWi 163,11 15W 1141 1801 147.3 14 982 ISM -j L -rz 1394 1459 8&9 1881 137S 1414 w Min 17QO IWO Iles 1144 149.11 IMS IWO IZ9 127.6 IM 136.0 life, 111,8 I= 126 If 1?9 009.4 13M 1IM21 1162 80.5 1308 101.0 1114? 74.5 -i2s" 8 1122 03.0 1398 SZ? IIDS 55.9 1398 78$ IWO -1 z TA 1220 ISIS 1M 122.9 11220 127.6.IM 100 122D 111.2 1061 IU_ L229 9&9 1044 81.9 1229 89.6 IM 73.7 1220 VA 1010 61A 1229 722 M P-7 1229 55.9 977 463 1229 62.1 067 M 97t -as-51.8 go tooln t05.4 877 86.3 971 04.0 062 T4.0 71 77-2 US F64 7 11)6&4 8V SIZ 971 61-6 971 5&6 816 43A 071 40.0 M 31.0 071 44,0 7402 3Z4 971 40,8 771 61.9 Ml? S&I :19 TOR 806 59.** 07 oil, III Is' A 97.3 832 70.6 919 .r Big 829 794 5&0 919 $6.7 784.47.71 919 774 3&7 919 44.6 760 34.1 919 402 742 ZDA 919 37.1 732 x 85 413 78B 44. 342 as 1-0 641 1201. I'll.ti 786 76A 16 W-9 788 04.51 705 1$3.9 708 MG W - 786 49A 6 Q 10 230 7d8 280 831 N 3.7 Me 56 1104641h 41 442 3" IWO 37.0 498 It.2 U8. 31.9 491 77.3 96 2" 2&3 479 21A U6 22.9 474 18.2 W 18,6, 484 15.e NO 172�4 13.7 1 50 1 tCS 448 TABLE 12$ AnchorCepacity Table Obs) ANCHOR CAPACITY ADJUSTMENT FORMULA: z m (VAMCL"OR m substmile 2.71c Ommerde 36k Canc. "c"Cmu FMedCMU PTW080 Moral (DP_)X 'L" I ANCHOR CAPB Ty- "0,0 IL SS 5fle. AntharClIp Inattems Anda Type 3FIVelcotmiscan VC Eko UtInscon Into 3116-Ef tillaton 41 ft unmcw Ao licc*SSUG SQO'EtO 1/4' Elto WO Stad S 1112 Steel "recon 1 11 lreGaW Uftwon A WMGalar screw M Sita. M 5111.69(OS) USE THIS FORMULA TO OBTAIN THEANCHOR Edge 0"m 0.) 111 2-IIr 1. Z-1/7 311-18' r 1 240 1 V 2-1r 7 3-Itr r eAr IINF---Tw-r CAPACITY REQUJRED'CORRESPONDING TO AN on) 1-314" mr jT4' 11.3114, 2* 1-1/4- 1414" 1-114' 1414' 1414' I-111C 21 Vw 11w vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm 04.77 F&L G.C.I Slardam NUNNIRV.2y 398 On 39D we :49109n 'R c1s; 1644 Drs 2101ta 2W We 354 In, 74006 374 M 664 Its SIS Its 341®6 442 ts 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION I's 4 Amours 0 2jI8`MhL 0.0L I Standaid(of"W)CUP(na 3) 7409» 7402a 00ft 11405 rA 1424 Ica MIA 6612 NIA 6951" NIA 608DO ft -WA M2t* 85520 jtjE� CAPACITY(FROM THE TABLE)OF THE SELECTED GAnctiors,Q 13r Min.OA/Stwmd larOW)CIp(RD -MMbS miss RIA 70lbs WA NIA WA I021b; IW ss Im MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anthols 0 T MIM O.C. 215 Anela Cops/(716 780ft 19F Weiss 115W Its ISIG M 510 Me NIA MRS 749105 600 On I892 ms 602rm 685 Its 1120 Its CAPACITY WHICH MAY BE USED TO QUALIFY cee AMIM a 7 Lft O.C.to 2x5An&CWs I JR4 61 11170les, 11709D 10201M 234005 J-264-4-ft 6fillbs 840 Ms WA 114008 1122ft 13M Ws Me Its IM21lbs, IWU IMES ADDITIONAL ANCHOR OPTIONS FROM THE 3AMhm@i.34-MOI IIIA 'l. WA ILIA NIA NFA NIA WA WA LT073 0 ANCHOR CAPACITYTABLE. 0.WU-CIpjftI0.I27Akm ft NIA t.A A NIA NTA NIA WA WA WA 711.0 WA 290 WA WA 27 lm PRODUCT REVISED 2 Autism @ 210 Nrt 0-CJ FCV(FI9.14 3702 3702 3152 743 bs 7122 WA 280 I11A 1 Is 56911, asm.plyinswithawFlocift 443 Its I SMMS I =05 07311a NIA WA . I W- N! I ii� I WT I . I Stilbs I WE 8402 B all; e 3AAcbn6i-7rM1n.o.r-tF�alp(rj.i A NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (ZA-c!pt-7-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Exp I Data 02b41 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: By TABLE NOTES* 2.000" h9w Dademd"alcan 1112111 111/1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE FIGURE 6., 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING MOTHS IS ALLOWABLE. 4.000* • 511705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED W .2�W D THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ( LOCATIONS. If ,jz It�m FIGURE 7: FIGURE 8: FIGURE 9: FIGURE10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3011 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT • F-9 r-T---Gl (FIGURES 5116) (CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE PRESSURE-TREATED YELL LLOW SOUTHERN PINE WITH AN SO OF 0.65. * . ..:,SS'/0.)1;31- ' C.) ......... . MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.04V THICK(18 2'X 4W'X.25'MULUON IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.AANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW U-J. IE THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,le-e S.S.OR 410 S.S. A.LYNN MILLER,P.F. FL P.E.#58745 TABLE 134 Mullion C• 90 Table Ib111R2 y A Opening th(for vasticailyLsparini MtAIom)orOpenlng (for)nDfla3ftliispartirg onfions) gain 601n 70113 80b 00 in Iw In 1201. 14014 1801. Ewt.w.r TrepratenS Rocta"de Trupfrii.ng. Rgetangular TinpIM Reclarcliu YVpfMw Rwwwl" Rclavlar T."ang. RoctaqVular Rectangular TtaoMni; RnctunguW TMMing. L�ft T'write" tm&a L=1w Loading Loafing.Loodnq Lwft Luaft L-an toadno 2x6x.25 LOAN Lc3ftg L-&o toad Loadno Loadag taft Alum.Tube Z 2� Z� 2, b Mufflon Isgg S 04 Z L 42 In 170.01 620 i7SO 435 170,0 744 17o.0 478 ITO.0 W8 I7IX0 6W 170.0 M 170O 510 ilit() 1110.170.0 521 170.0 1240.170.0 521 170.01 14681170.0 521 170.01 1735 170,0 MI WSO 1933 170.01 521 0 4111a 170.01 708 170.0 W4 1704 &50 170.0 SM 170.0 992 170.0 WO 110.0 113'$ IT&O 661 170,0 t275 170.0 UY 170.0 1417 IMO M INS 1 17001 170.0 M 170.0 1883 170.0 NO 170.0 2W IRLO 680 50.62SIn 170.0 747 170.01 583 17"1 ON V0.0 031 170.01 i0w48 170U.0 684 170.0 1195 1704 1 723 170.0 IU5 170.0 147 170.0 104 170.0 756 170.01 1793 1 174O 756 170D 2002 170.0 766 170.01 2301 170,0 750 ii U) 54 In 170.0 797 1110�0 1 612 170o M 17U 691 J70.0 Ilia 110.0 754 170.0 1275 J70.01 603 170A 1434 170.0 037 170.0 1694 170.0 656 M.0 1 19131170.0 661 170.0 Z!31 170.0 wi 170.0 1 23M V0.0 661 UJ c> so to 170.0 M 170.01 Rd U0.0 1063 170.0 797 17" MOD 11770o 876 170.0 MIT 170.01 SO I7(L0 104 170.0 W tMO 1771 170.0 1033 170.012126 170.0 1003 170.0 2470 170.0 1003 170.01 203 170.0 100 to J co 63 In 170.0 M R0.01 745 170A 1110 170.1) BMW 170.0 13022 VOLD M 170.0 14N IMQ 1015 170.0 tM W0.0 1076 170.0 1859 170.0 I= 170.0 2231 7700 1189 170.0 2603 V0.0 1171 174LO 2875 170.0 1171 68 In 170.0 914 170.0 789 170.0 INS 174.0 9133 1170.0 t364 Ina low i7o.0 tM V0.0 IM 170.0 1753 00.0 1155 U0.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 M7 170.0 I= V0.0 3117 USX 1288 =3 i7c.0 170 D 1126 170.0 IRIS 170.0 1229,UOR 1913 1 17SO 1315,170,0 2125,170.0 1387 17go 25M f7oa 1466 170.012975 IMO ISM 170.0 3400 11704 1630 2 72 In 170.0,ISM 170.0_870 1700 1275,170.0 1009 1468 z 781n J7o.0 1 1122 170.0 037 170.0 1 U481 170.0 iM I?CLO WO 170A 1209 170.0 1704 170.0 im V0.0 20191170.0 1421 170.0 2243 170.0 t505 170.0 2802 170.0 1028 ij0.0 M40 170.0 1094 17OLO 350 170.0 1705 LU EL _j M 78 In 170.0 115t I70.0 007 170.0 USI IMO ItIO f70.0 ISO 470.0 1250 170.0 IU2 00.0 iM 170.0 2072 170A 1474 170.6 2X2 170.0 IW4 1704 2M 170.0 IM flao 3W 170.0 tra 170.0 3863 vao vea 'T 901. TROD I= 170.0 1144 170S 1594 IMO 025 tM0 iM, 17U 1488 170.9 Z25 170.0 1653 170,0 2391 17OLO IM 170.0 2W 1701 1918 170.0,31681170.0 2125 1511.0 3413 170.0 2273 1305 3413 170,0 23811 z R, 2 S. R, 'o go "o I. ',n gain 170.0 1417.110.0 1232 170-0 1700 170.0.14314 170.0 IM 170.0 1622 t70.0 2267 MA 1704 170.0 2550 110.0 1952 170.0 2833 170.0 2095 1604 3109 IMO 2338 07.1 319B 1666.6 2470 120.0 3109 158.1 2428 108113 170.0 1594 170.0 1409 170.0 1013 1 170.0 2231 00.0 ISM 170.0 2558 170,4 W In 70.0 IOU 2070 U1`LS vw 00 0 2271 140.3 =I IN.$ 2333 123,0 2794 140.4 2261 105.9 2781 125.0 2M QZ7 7761 110 MR106 - c1l 7111. 1704 IM 110.01 1454 170.0 ION 170,0 U00 IMO 2203 - I= 170.0 2621 17CLO 2140 $51,11 202 18" 2245 13OX 2632 48A 22tS it" 2832]128,41 2098 W X 1201n 170.0 i7A E0[IM�FO.I�K21 T.A 1&% 154.41 2252 11 11529 IM 135.1 2nZ 141A 1914 120.1 2262 MIS -901 22521 099 1 low N 111 f283 144T--125.1 1564 12B.0 I t445 1 IG4.31 1W4 1425 1 K4]UN 1 01.6 1 11407 78.2 1564 N -0 0: " "' 1 TH, x 12 0.5 1584 7ZS a, z $3 BLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: A0 Anchor C9 ecl Table Pbs) ANCHOR CAP suixtriff. 7-7k O=Me 3.5k c�I "co-cmu Filed CMU I PTYgoad mew (DP­)X(2--1=ANCHOR CAP.- Anchor`IIrpm 3110'Emil III=. 1141 Eko Uttwoo 5116*Eko U4'SSEko 5218•Elco 114' MULLION CAP­_*' AnchorClIp Patients Inman 311V Doo UIVecon V41 El..Ulkaoon SSEk. 0108teet 025tost 012 Steil A9pnGWf Unnim ApIrelIatcIf S�(65)Sam 0) Sum(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Usinma(inX 11 2.11121 1. 2-1w 3-Ifir 1. 2-Irr I' I 24W r 3419, r 0.48- 0541 CAPACITY REQUIRED*CORRESPONDING TO AN t*c' 2*_��Embeft-ni tiny I'vIr I.3W I-,X4r' I-V4" 21 1.114' . 1-114" I-IA' 1-1/c wir 1.1/4' 2* I-war 14V Ws;W- ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm @ 4.75r Min.O.Q I St-4wd w0ftsel CUP 079.182): 390 ft -ft 4501ftbA3 M r. 1644 ft Mitis M ft W160 740ft 374 n. 68410 940 R. 134-ft -=421t* 560maOPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnIna.@ 4W W O.C.1 SWK*d(W MO)CUP FRI.3T 7$08,9 M IbS goolbs 1760 1b. 3=W No M. 60 as 708 R. 1480 us 74D tb. 1272 Ibs 1892 1b. 682 ft 685 lbs Iva ft CAPACITY(FROM THE TABLE)OF THE SELECTED So 8 Awn=@ IJV Min.O.G.1 SWtftd("Off.0 Cfp(Flo.4} 1181)M, d_14DDIbs 10101b. 2M His WA WA 040 1b. WA toss ft WA NIA VA 1363 ft 1770 ft 2240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A=Ivu.@ 3"Mh O.Q 1(2)2,5 Ar6%CO.I M 5y. 780 b3 780 bs 680 1560lbs IMItz $403. 660 Ibs WA 760M 746 S. 8801b. 1892 ft GU Ms M Ibs 1122 It* CAPACITY WHICH MAY BE USED TO QUALIFY 8Ahm 0 3*Km Or-1(2)7.5Aqb COX Ifla.% 1580[ohs 156DIbs 13W r. 3120 ftis 3792 ft 108orm Junr" WA t520ft 14962. 27603. -37043. ­f3-636. ITM rw 2240 Jus ADDITIONAL ANCHOR OPTIONS FROMTHE UAnhom 0 Ir MIn.O.Cl t2)2-5Aug1-COM/Fig.4.1 1660 IN 2100lbs WA 13209 WA I A WA WA I 24x51.b26543. 33603, ANCHOR CAPACITY TABLE. W ��A WA WA WA NA WA WA PRODUCr REVISED 4 AMb-Q Iw W�0.c'I U-01A IaA­ ZA [ WA 1430 fts B Anchm 0 0.64*Mi.0.0.1 ttalp.Int-12YAW. A A A WA WA WA FWA WA I WA I WA 11 WA I NIA WA 2881 ft w complying with tbo Flactift in. 5p ZAW.h=Q4Wrw-0,GJFapft,I4l 39ORM 1 390 ft 450- 69016. 1810VA 210 1b, . 1 1­--2.000­--1 Building Code 4Ancb=0IjI1IAk1.0.CJE12e".II)j 590M 700879 605 WS 128O IbS 74GII. 1 374 r. 1 636 tb� 948 ft 1 341 ft T4-2-ft 93011. -- AtcqAmmb 10-0218.03 WA WA 533 ft I WA I N/A WA 1 6823, 885Ids 11203, .250, 11,11 Date 40'L� NOTE*FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: y FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4. FIGURE& FIGURES:FIGURE 10. FIGURE 11: Mition. 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. j Nk, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE .113 6.00D' 4, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS s- 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON -23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IY ANGLE - 0.. FIGURE 6: FIGURE 6: FIGURE 7. SHEETS 21 a-'Ivr CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM To ASTM C-90.WOOD SHALL BE PRESSURE-TRFATIED I'ANCOr MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" ...........\N USED THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL'To ­ 'N PAIRS. BEAT LEAST.125'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,1"S.S.OR 410 S.& 2'XS'X.25• A.L�10fwiLLVR.P.E. MULLION FIL P.E.#58705 TABLE14A Mullion Capacity Table bene Opening Width(far verticaly6parri g mullons)0 penlnp Helght(Porhodzonia"penritg mUNorm) 50 N Be In TO In OO to 99 In 100 to 1201. 1401M 160In M +� Reolagprlar TiepfMarg. RectargWer TmpfTdenn• Roctorwlar TmpfTdwv, Rectoigular TnyFda.n. Reolen9War Tfep7Merg. RmtargNar 7mgmam. Redten9Wof TrapfMWVn Rft18MWar TmprMv g. Recl8r19ular TrapffdenO. d 128"x2.11" Loedtrg taadtrg toadinp Loaim9 LoBdtrg taadtrp Loadf.n Loa ft Lo.%V taamrg Laze Loadtrgl L,2 9 t.oadt++9 Loa ft Lmdit9 Lw%nn Loadtrg pY of Tube Mull lei 151 Im 121 H Z °L ID 421. 1442 528 157.0 428 120.2 525 1 1469 410 1030 525 138.9 414 9D.1 528 1348 411 591 628 134.1 411 721 Me 1341 411 60.1 528 134.1 411 51.5 526 134.1 411 45.1 Me 1341 411 40 In jEE2 SOHO 333 815 403 94T 325 89.0 403 89.4 Me M4 403 et.4 311 53.7 403 78.1 315 463 403 Me 314 4a3 403 78.6 314 34.6 403 786 $14 3a2 481 Me 314 J w W.e25In 91.0 301 58.5 302 79.3 294 565 362 71.0 289 51.5 382 67.2 285 457 352 84.8 284 41.2 382 83.8 283 34.3 382 83.6 293 28.4 '882 8315 2&/ 257 362 87.5 2B3 ii co x 541n TLl 267 55.5 315 64.2 251 4H5 318 67.7 256 424 318 53.5 253 37.7 318 %8 250 33.8 318 486 249 283 318 411 248 242 318 49.1 248 21.2 318 49.1 248 m O� 4 r� 60 1. fiat 2t9 41.2 255 45.7 214 36.3 258 467 210 309 258 31.2 207 27.6 258 34.9 204 247 258 334 203 =6 258 322 291 17.7 258 322 201 15.5 268 3Z2 201 F to to 3 831n 4 46.6 200 356 234 3a1 195 30.ti 234 34.7 192 28.7 234 31.0 189 23.7 234 29.4 186 21.4 234 280 184 17.0 237 28.6 183 153 234 265 183 134 234 28.5 183 � W � 65N 3 39.4 183 MA 2t3 33.7 178 26.5 213 29.8 176 232 213 27.0 173 20.8 213 25.1 170 1H8 213 237 169 155 213 22.2 181 13.3 213 220 158 11.0 213 220 788 Z 0. .� 72 In 9 30.! 165 23.8 !79 Z58 162 20.4 178 22.5 M9 17.9 179 20.3 147 15.8 179 187 145 J To M 1 254 140 2a3 161 21.!1 13T 17.4 151 18.0 735 162 181 17.0 1lam 2 235 133 tab 162 119 13i !8t 152 f7.5 i28 ? � G Z Q + >} TA$LE14B ANCHOR CAPACITY ADJUSTMENT FORMULA' Z ¢ N O AnchOrCepN Tablepba) Q Sunstnte 2.7kculcrz4G 3.9cCOY- ho4oaemu Fmedcmu PTWood metal (Dp_)X(ANCHORCAP.,,m,•"")_ANCHORCAP.- fn X �d 67t6•Ek0 7/4'SSEko lili6'Eko V4'aSOrO CAP.- N10 912S1eel 8123teW Mt1I.LIDNCAP.,m,,,,,,, N At[Imr TYPc 9.16•Eko lBkacm UC l3co URra:at 3/16'Ekoutlrpron 1ra•Eke NU4cm Aggec! Nu$on A97eG3of 5crelr(G6)Scmvr 06) st-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR LU x Y AncharCUp PaNems tA� N Edge altt3rce(al) r 24¢ r 2-1re s-ve• +• 2•Irr 1• 2-vr r 3.va r aae• D.Sr• o.37r CAPAC)TY REQUiREO•CORRESPONDING TO AN EmbeMml(41) Sara• taro 1.3r4• +arr r tura• 1•v4• 7•vr 1•uP 1-va• 1.v4• r lana• 1,W lanes ACTUAL PRESSURE REQUIREMENT FOR THE U (V C 4 rats Qtr m0.O.r 2c5Arge1Tps7 1T 7a9ta3 78D IOs molts 15m ps 1885 iGo 54a ms S60 Ds wA 76D ms 745lm ssowt 159x!54 Lorna 885 1436 a4 OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED a 01 MULLION.IT WILL YIELD A MINIMUM ANCHOR Y Z� CAPACITY WHICH MAY BE USED TO QUALIFY as 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. +1.2�•'� IlItoo UCT REvlSF.D m complying with dro FioddY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Building Godo FIGURE 1: Ac.-MmcoNo 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Brryuelmn�Dl7j,Q/j�40 -1 E: I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2118" ByFlGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- M' DaANGLE CLIP MUST BE USED IN PAIRS. 125• CONCSUBRETE BLOCK NIT(CMU)SHALL CONFORM T ASTM TRATES:CONCRETE SHALL CONFORM TO ACI 301 SC-90..lWOOD SHALL BEPRESSURE-TREATED GROUT-FILLEDFICATIONS,HOLLOW AND T � Yr YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' I ;'4iCENSg'•FP '� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.25'X 2.iP X.12B*MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No,58705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. IY` �' SIATL OF 8/01\1 ;L.E A LYPINrIuIIRL6,P.E. FL P.E.#58705 TABLE 159 • ^ MaillonC o0 Toblo BMt2n OR I Opening Width(for vedca"patrSt naWm)•rOpontnyHaight((orhorborleyspamirgunons) so In Sol. 701n 001n 901n too in 12D In 1401. 16011, fd Rocteng.tar srepl8im9. Rafar.pdu inp70tang. Rexingda haNitlartB- R��+adno TmWr�o• Rftlmww Tress`dvo W Ungl. Twmang tmctarg8of sr omo0. ReNenOJu TreW wvn rteehn{" neOtMana a 3.26•'30 Loalpm Lowing Laedng Londno Loaft Londa loadn8 Loading l4aft Londng lontlna Loodno Loedko Loodng Londno Loadng Loodog Load..e yt DEG.AL Z a a D a 2> r F a, a II a t F 2^ x a li BAYMULL 1181 7 a $ 9 a1 a g z � 42k ST0.4 1)20 170.0 433 17.06 744 170.0 478 579.0 669 170.0 606 170.0 992 770.0 519 170.0 1118 170.0 521 S70A 1240 170.0 527 170A 1499 170.0 671 17tlA 17351%70.0 62! 748.1 1740 170.0 SGS J 40k 170.0 708 170.0 624 170.0 850 170,0 084 170.0 092 170.0 630 170.0 1133 170.0 66t 170.0 1278 170.0 677 170.0 1417 17x0 680 1622 1622 170.0 00 130.6 1622 170.0 5110 1142 1522 170.0 069 50.8251. 170.0 747 170.0 563 170,0 898 170.0 6311 170.0 1048 170.0 654 170.0 i165 170.0 723 170.0 5346 170.0 747 1642 1443 i70.0 788 113114 5443 570.0 758 117.3 1443 170.0 756 1028 5443 170.0 T56 O 0 LIJ 641. 770.0 797 17&0 612 170.0 950 170.0 695 1170A Iit@ 170.0 754 170.0 1278 170.0 003 180.4 1363 1740 637 1442 1353 170.0 SEB 120.3 1353 170,0 881 fftj 1353 170.0 581 902 1353 170.0 581 m � 1- 601. 170.0 885 170.0 701 170.0 5003 170.0 787 167.0 12tS 170.0 678 148.1 1216 170.0 944 129.9 12t8 159A 839 118.9 1210 152.1 024 87A 1218 146.1 913 03.5 1218 148,1 913 731 1218 148.1 813 631. 170.0 930 170.0 745 170,0 1119 170.0 850 160.2 1150 1698 933 131.4 1160 163,0 814 118,6 5160 1449 608 t05.1 1150 534.2 885 87.0 1150 t267 871 75.1 1150 1292 870 65.7 11160 1282 070 ? a ty 666. 170.0 874 1700 789 152.4 1048 1618 881 110.8 1048 148.6 884 114.3 1048 133.1 550 10IA 1048 123A 039 81.4 1048 118.8 830 782 100 109A 821 65.3 1045 1002 618 67.1 100 1082 810 Z co� m C 72k U0.8 850 147.9 784 117..0 800 120,0 740 100.8 850 110.9 734 8&0 BBp 100,0 722 78.2 880 920 712 709 BBD 502 703 68,7 BMW 792 call 503 800 78.6 858 44.0 650 76A 986 76 N 118.7 790 t25,1 690 998 780 IOM 078 015 780 03.3 663 74.8 780 839 632 665 790 789 643 59.9 780 71.7 838 48,8 790 85.1 624 428 790 62.1 818 37.4 M 85.5 fit? Q •� 78 k 110.8 750 115.6 647 92.3 760 98.1 644 79.t 750 85,9 632 69.2 750 77.1 62t 87.6 759 76A 612 564 760 653 805 48.2 750 59.4 594 39.0 750 662 5(10 34.6 750 65.6 5% 00 k 721 50 74A 500 601 563 82.9 491 61.6 563 ISAA 483 45.1 583 449 475 40.1 563 MA 468 38.1 SB3 40.9 02 30,0 687 362 4% 25.8 583 33.3 445 22,5 583 31.8 442 Q - LU 90 11Bk 59.4 495 81.1 443 49.5 485 5111 435 42.4 495 41.8 427 37.1 445 J9A 421 33.0 495 38.1 415 39.7 495 332 409 24A 196 29.1 406 21.2 493 2&8 394 160 496 25.0 380 LU #F0. � 109fn 41.7 395 429 353 349 391 35,9 345 209 391 31.1 342 26.1 384 Z7,@ 337 23.2 am 249 333 20.9 391 22,8 328 17A 391 10.7 321 14.8 391 17.6 315 $ 117 k 389 370 382 3J6 320 370 33.0 330 273 370 29.8 32fi 24.0 370 25.3 320 21.4 3)0 22.0 3I6 182 370 20.8 312 18.9 370 18,7 7011 � Q 1201. 30.4 317 311.9 289 263 317 2&0 284 25.7 317 22.5 286 49.0 317 fog 2l8 t&9 317 179 273 < 1441. ITS 220 179 203 Q•• z L' 2 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA.- AnchorCo ct Tablet a ANCHORCAP.,,o,,,,," 11"12 Fol 9atolmtg 2.7x Conrclo 3Sk[awtc. Ib6aw CMU Red CMU PT Wood Mehl (DP,°,)X t }=ANCHOR CAP.,,, 91T Elco 41 ss sko 5lf8•Eko tk'SS Eko 910 SW 0123tad 012 Stet) MULLION CAP.,,,,,,,,° AnehorCllpPattem6 A°ck0l 3Ms•EkotnOaeon 1f4•EkoUtaecan 4ntroean 3ti8•LlonMacau V4•EkoVBrecon AomCkicr Ulmeen AMeOatof Scmw(85)SarewI05) 8uew(06) USE THIS FORMULA TO OBTAIN THE ANCHOR Edo.QW&Va(in), t' 2-IM f' E2.112' 3st6" P 2•irl 1' 2x71 z 3478• 2• 0.48' 0.5P 0.324• CAPACITY REQUIREWCORRESPONDING TO AN Em6ed+nentBok 1314" 1.3x4' 1.314' 314• z 1.514' t•tH• t-U4' t-114' t-11/4• 4-1p• z 1316' 13le• .dea ACTUAL PRESSURE REQUIREMENT FOR THE 27mo5med&-WLO.C.t(2)2s5 (7ipallFq.1T 3901bs 3Wf6a 450M0105 1700 tba 270915 289165 3548p 740 fas 374Its 720W 040 Ms 019c 4421Nf 580!65 OPENING,WHEN IT iS LOWER THAN THE MULLION 4 Anctton®3.5"k9n,0,0.1(2)2a5Anple Cies I Tlg9 ) a7001as0 ft 2525Iba 540IW 5601W wA ri20las T4B 1.a BBB 1ba IB92 iba 6821165 805Ibs 112DW CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchom62-7tUmOZ.1(2)215A009COSI(rq.31 712ozbs tlxDlae ttsama8 ms 2zu)ba wq e4o)bs wq fo59ma wq f7m9n wq taGzmc 5727 ms twobs MULLION.RWILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE is ANCHOR CAPACITY TABLE. PRODUCTREVSSED TABLE NOTES: as comg n5 with 190 FI Building Cade gcoeprnOce No IG•o'Li8.p3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. )teflon lY.da �QiJ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mt Dade PmdOd 11111 Ill! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. .125" ��t TIL 1 . eft HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �����•"'•""'•rfCc �i, • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3D° •'ytGF14$F •.,�P ••.z'r � 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACF 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 3'250" 's4o.50705 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•W.WOOD SHALL BE PRESSURE-TREATED -�r y • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHAH BE 6063-T5 AND BE A MINIMUM OF.125" �,• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY %"J •, 113 « ;'lI U: LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND `•")� CAPE r • • THE MATERIAL.#10$1112 ANCHORS INTO WOOD MAYBE STEEL,%8 S.S.OR 410 S.S. )� ��. FLORW .•\�,�` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.L>INN MIL'LEtR,P.E. FL P.E.#58705 TABLE16A - Mu0i0nCapitally Tablo Oboe) yfil� OpOninOWitlth(torwNcag9pnmltgmtAions)ofOponlnoHeight(forhodwrta"parrirgmUGon9) 23al Te 50 In 60 in 7010 00 in go In 10Oin 120 in t40 In too In t6� R ®gut1B+ TraplMeag. Rectagular Tmp7Tdetg, Bactawlar Trapfidwag. Rectangular TfWt RnB ¢clanpai• Ympfri - R4An� rm.tar TmwdaR-WQWw Tr741Tdemg. RectWWu Tmpff % Rheectangular oma, 4 3,26"45 Loading Inodig Imcing Loafing Loan La"Ag Loafing Leading Laadeg Loadtlg t.oadn0 Loaft Loa11f9 tnadn0 Loafing L Aug tooft Loafing Y DEG.AL *...• s.., a a.. '''^ as.. .. ,.. -a 3.-. BAY MULL N la 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SM 170.0 092 170.0 519 170,0 1118 170.0 $21 170.0 1240 170.0 521 170,0 1408 170.0 MI 170.0 1735 170.0 521 160.31187t 170.0 621 O W J kUU 45 In 170.0 708 170.0 $24 170,0 850 170,0 881 110,0 982 1780 638 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 860 163.7 1637 170,0 WO 140.3 1837 170.0 WO 1228 1037 170.0 880 60.025N 1700 747 1700 603 170.0 898 170.4 031 174.0 1618 170.0 034 170A 118.5 170.0 723 170.0 1345 1780 747 174.0 1494 170.0 758 147.1 1552 170,0 750 120,1 16W 170.0 758 110.4 15% 17ma 758 64M 170.0 787 1T4.0 812 170.0 858 170.0 031 170.0 1118 170.0 754 170.0 1275 1700 603 170.0 1434 170.0 037 1652 1455 170.0 850 120.3 1455 170.0 031 110.8 1455 170.0 031 07.0 1455 170.0 881 co CD OR MN 170.0 BBS 170.0 701 170.0 1063 iT0.0 707 170.0 1240 170,0 978 157.1 1309 170.0 844 1307 13M 170.0 888 125.7 1308 103.5 984 104,8 1309 157,1 032 03.8 1308 167.1 902 78B 130.9 167,1 882 F � W N 178.0 930 f78.0 745 110.4 1118 4700 850 1829 1247 170.0 840 1425 1247 164.5 083 128.7 1247 1526 WS 414.0 1247 144.3 052 95.0 1247 130.2 938 81.4 1247 135.7 935 71.3 1247 135,7 835 Lu aBBN 170.4 8N 170.0 700 170.0 1188 170.0 OW tIBA 1180 183,7 805 1209 1180 147.0 945 115.4 1190 138.5 928 103.0 1100 1204 814 MA 1100 118.$ 8911 742 1190 1185 893 84.0 1190 118.1 693 ? 0) m '� 72 In 161.8 1010 168.8 877 134,7 1010 14.0 SM 115A 1010 1272 $42 101.0 1010 1143 828 800 1010 105.6 617 808 1010 980 807 67,3 1010 MA 795 57.7 1010 87.6 TOO 505 1010 87.7 780 j J TON 137.4 008 1410 702 114.5 900 121.0 775 98.1 908 107.1 761 858 008 03.2 740 703 890 032 738 03.7 am 823 728 ST3 908 74.7 716 40.1I- 1441. 7t.2 710 428 809 70.11 708 = z S` 7E 78 In 127.1 891 1325 754 f05.9 M1 1125 738 00.8 881 03.0 725 78.4 BBI 885 713 70.8 M1 61.0 703 03.6 681 75.1 891 53,0 031 03.1 031 45.484.5 675 3A7 881 03.7 8/2 � �- � •P^. 00 in 827 818 65A 574 88.9 610 721 6& 59.1 W6 629 5% 61.7 816 501 545 480tSM41A 037 41A 840 47.0 530 345 848 VA $19 29538.2 511 25.g 618 36A 507 Q CQ3 � £V e�• Mh 692 503 70.1 508 58.8 SM %1 499 487 WS 51.4 491 42.6 SW 45,8 403 37.11 AIM 34.1 SM 361 470 284 503 33A 4S9 24.3305 452 21.3 5M 28.7 47LU J(10391 47.8 48 48A 105 30.0 4B 41.2 303 34.2 449 35.7 393 29.8 411 3f.7 307 286 302 23.8 449 281 377 20.0 449 72,7 398 17.120.4 381 160 48 188 350 W $1111. 44,1W145 385 36,8 425 37.8 379 31.5 425 328 373 TIA 425 20.1 387 24.6 302 221 425 24,0 356 i8A 425 20,7 350 15A188 343126N 34A33f 281 364 28.8 328 24A 384 25.8 321 21.8 384 ?28 317 18.4 3f3 17.5 384 18.7 368 O � 20.2 233 16,8 253 17.1 23D Q Z �0 TABLEI6B ANCHOR CAPACITY ADJUSTMENTFORMULAt G €bO= It Ancborca act Table bs ANKIRGAP�u.° 7 Substrata 27k Concrete 35k Cana. Fk9avCMU I Med CMU PT Wood Metal (DP-)X t �=ANCHOR CAP, 5t16•Etco ue3sEk�5tt8'Eka 14*88EJaa 9f0SteH 9t28ted a12Sbd AnchorCUpPatteme MctwrT7po: 3fi8^EicolMmm 110EtcoUfto n Nusm 3t16•Elcomaccn. veEtcaunfam AOpmcatar UBmavn AWvGetor scmw1G51 Sm-(" 8c (" USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Mums any r 2-irr i• 21rr H.W 1• 2-irr f• 2.12' z 3-u8^ r 0.4• 0.rw" 9.324^ CAPACITYREQUIRED"CORRESPONDWGTOAN Embedment(as7 1.314• tato' late 1-314' 1.11e 1.114^ 1-1f, 1-v4" i-ve t-tic 2" 1`116' 1-3R• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Asxlete@S han.oc,r(2}2:5An91e 1xpsrlpq.:O 390 ma 3909% 450 ft 8901ns 2r01M 200 M4 a541os 7409» 3741M 720lba 818lbs 3a1tm 4421ka seoms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atwbtas 4435^h1m.a.Q 7(2)245 Atgk COpstlF192t 7M fda 7M uw r9a1M lsroma 5400m 501)Ms wa n20wa 749 ms BBOIbs 19921M 9aft M51M f12o As CAPACITY(FROM THE TABLE)OF THE SELECTED sAsutnca@ 2.71'Mn O.C.I W 2.5Arale COOT ffg_3k 1120tM 1120ma 1158&. 2240TH wA 6401M wA 1059IOa WA 1320 ros NIA 10220Aa 1327 ms 1Ba0 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: as complying with 0w Flarkb TABLE NOTE;;: ltailding Code Acap14nm 74o t6.OZiS.dg • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E*indlom6D.W412 p2! SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND)OR OPENINGWIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACTDIMENSIONS,SEE SHEETS 21-23. ti11 } tf • •, • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSIONSSHOWN ON SHEETS 21-23. .125" 45° LY;yN- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 �1f.CN1 ; 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFtCATtONS.HOLLOW AND GROUT-FILLED 3250" 5'•05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6.90.WOOD SHALT.BE PRESSUR&TREATED N0. • • « • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 61083.75 AND BE A MINIMUM OF.125° IF THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT iI tt7., LEAST.125"THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 9-._.__....-J THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I8-8 S.S.OR 410 S.S. MUtL14N �'•. ST?5' OF ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. 'j. . \s A LYNN�2AI P}2;�.E, FL P.E.#58705 h1.000'�l 1�1.250'�I g�m� -'1 1.000' r -°•� 1.000" -"-� 1.000" 1.000° rr.125° a .125• I Y 2750° 2.750" .125 3.125' .125" 3.188° I d .125' .126' 2.116' -125' fV 2. 1" z.000` 285' � N 00 L 125" 1 .375" 375 500` 125' O .L T 'T - F .908' F J t'XTX.125'MULLION 1'X T X.375'MULLION t'X2.75'X.375'MUW0N V X 2.76'X.650"MULLION 1'X3.125'X.5'MULLION 1.25'X3.163-T6 ALUM 6063-T6 1.28'X 2.11'X ALUMULLION � �� N 6063-T6 ALUM. 8063.7 ALUM. 6063-T ALUM. 6063-T6 ALUM. 6083-T6 ALUM. 8063-TB ALUM. 8�3-T6 ALUM. XSECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION m N C 0 Z) Z W N 0 � 1 F--.125' }�{�•--.125' -'.I I.125 - g N 7 TABLE A z W g I I L ANGLE CLIP g SrAHDARDCLIP Dimension Value(In) For Mulllon: g6063T6 ALUM. 83-ECTION. 0 2.000' X-SECTION 2'125" 2.000' SECTION p 1.675 J d Z 6083-TOU-CLALUM. I B 2854 1'X2'X.125°.125' XSECTION .125' Aluminum Z V Q am p C 0.895 Tutee Mullion Q ZO Z N T D 0.740 Q 1 JA 1.125 y .126' I.740" B 2404 1'X2°X.375' w 0 5.500" -I C 0.635 'rube Mullion V a O O Alurninum CREATE F-O 375' 5.000` .375' 3•i � _CREATE F-CLO'.SEE MIN. •375'MIN. D 0.490 a2 MM. DETAIL F.SHEET 4 .338'MIN. A 1.875 g o � r-------, r-------i A A I U•CLIP A i-------- B 3.000 1"X2.75°°X L- _____J I L-------J 6063-T6 ALUM. `- ------------------- 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW SW3-T6ALUM. D 1.118 Tube Mullion L- TOPVIEW � STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .456 Min. 6063.76 ALUM DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1-312 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR 1'X 2.75'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER ANCHOR DIAMETER+1/167. B 3.000 .650' SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1/16. SHEETS 5-17 FORTHE D 0.836 Tube Mullion ANCHORO.C. TABLE B DISTANCE MAXIMUM PGT Part# A 2'� eR�UCT REV,SBD ANCHOR HOLE Mull Dimension(shoat#) B 2.637 1°X3.125°X avw plying with OaFlGrNA 5.500' .375' DIAMETER:ANCHOR Mulllon Sid.Clip Offset Clip U-Cllp Angle Clip 500'Alum Build ng Cuda .375' MIN. DIAMETER 1116". ftA 0'863 Tube Mull AcmpLwccN6 UO-O?J�.03 MIN. T'X27 X.125"(5) 66605 666113M 6661118M 666243M 666511M 1.137 pimV Data /jp21 r --- ------y __________� 1"X2"X.375"(6) 666606 666114M 6661119M 666244M 666512My 2.825 D I I j i"X2751X.375'(7) 66607 666115M 8681120M 666245M 668513M 3.282 X.285'Alum Kim Dade Product I 1"X2.75'X.650"(8) 66608 666116M 6661121M 666246M 666514M . Tube Mull � YNNB 1.762 �� Cl i --- --- D 1"X3.125"X.500"(9) 66637M 6661176M 6661114M 686242M 866515M 1.26'X2.11*)( \' 1 i I I ' 1.25X3.188"X.285"(12) 66641M 6881117M6661113M 888241M 668518M ~ i L I A 1.813 .121"Alum `T:• r '� '870•} L-------J ------J I 1.26"X2.11"X.125"(18) 69370 NIA I NIA NIA 666517M Tube Mull C OFFSET CLIP NOTES: 'rl �' LI .125' 6063-TALUM. � yA r I TOPVIEW 1)HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ' .740-1-4-1 L.....••_.C��� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. `Ci JJ�•••••• A."Ll NNI��DR)p.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -► 1.000• -� 1.000' r-- 1.062"- 1 $ .06 .385" q 7�• ® .asr -126• --1 r--.,z5• ��� 082" a .438• I I c 6 4.000' •125'STANDARD CLIP sY q-OOp• 4.000' 2,�5^ 2000" 6063-T6ALUM. I 2.125° U-CLIP2.000' 2X5 ANGLE CLIP 4' 125 X-SECTION 6063.76 ALUM. 6063.76 ALUM. lV 1 I XSECTION .125 .125' X-SECTION Q C-4 m .125'q.2375- .125' (n 031 125' 7- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE : S 125 .1�5.J -375" ANCHOR O.C.DISTANCE MAXIMUM ANCHOR 0-' HOLE DIAMETER:ANCHOR DIAMETER+1/161. m 1'X 4"X.125' 1'X 4'X.375• 1'X 4"X.375' - 5.500" 5.000' j Z N MULLION MULLION T-MULUON CUTHERETO 375 F- Q J 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6ALUM. 6. 3.125'{-CREATE FCUP,SEE '375' MIN. g (A X-SECTION X-SECTION XSECTION MIN. 1 DETAIL F.SHEET4 .376" Z W 1.250' r_______-I 1 r_______-I CENTER OF --------- -----------� .375' n Q t210* t210" I 1 I I ANCHOR HOLE 1 I MIN. � Z j j I j j i MUST LIE WITHIN 1 I JQ a I 1 I I I THE DASHED I I e., I 1 I 1 I F BOUNDARY.SEE I j Q 0 Z N O SHEETS S-20 FOR 1 ________I 2.075'E i _-_ i i _-_ i :THE ANCHOR O.C. F I Qo -� 3.94• I I 1 1 1 F I DISTANCE i i Z yr MAXIMUM 3. 3 I i I i I ANCHOR HOLE i W O Y S2 I I 1 I I DIAMETER: I I J fn m 0p• 00' .100' ______� �_ ANCHOR L_____________________ U---- DIAMETER+1116'. QZ2X5 ANGLE CLIP.100' Im 4• .6i4' L STANDARD CLIP U-CLIP 6063- M. Q.'T Z=11,11THE TANCHOR HOLE MUST LIE B0TOPVI W 60TOPVI W--(.B2G' F"-- I --1.820' ---1.820. 1-- DASHED BOUNDARY.SEE TOPVIEVII TOPVIEW S x.100• 125 X 3.2s'x.624• 1.25•X 3.94•X.624" SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. X 1-25' 32 DISTANCE.MAXIMUM ANCHOR HOLE MULLION MULLION MULLION DIAMETER:ANCHOR DIAMETER+1116'. DimensionValue7 ForX-4FMullion: Dlmenelan Value(ID)For Mullion: 6005.75 ALUM. 6005-T6 ALUM. 6005•T5 ALUM, 3.667 X4' F 1.938 ,.26'X3.25' XSECTION XSECTION XSECTION G 1.000 .125' G 0.500 X.624" 5.560' H 2.680 Aluminum H -1.438 Aluminum ���---------���3.489` 1 &080 Tube Mullion 1 3.250 Tuba Mullion 2.861'--{ .125' .375' _ .375' F 3.187 1°X4'X F 2.625 1.25"X3.84' Q.N 1 • 1.877° MIN. G 0.757 .315' G 1.125 X.624• 1 r--- __-� ------- H 2.430 Alunlnnn H 1.500 Aluminum -=CQ`UCTREVISBD I u i 1 i 3.000 Tube&,r 1 3.250 Tube Mullion m cmnpiying with the Florida F 2250 1.26•X3.25' F 2.813 30'Ba Muff Building Code 1 I I I I O 21Z X.,OD' F 2.875 45•Be Mull AcmplanmNc,1G•C► 3•03 .125' 1 1 I I H AluminumB Pif Dal.125 45` 2.250" 1 I i I 1 Tube Mulllon BY HTABLE D 545 BAY MULLION 3.250' I I I u ��608378 ALUM. �_______� I .-- - Mull Dlmendon PaTPaA6 �� ykit30•BAY MULLI --- sheet6063-TB ALUX-SECTION I ( 0) Mullion Std.CIID 011wlClip U-Clip Angle Clip :�,Z�a•••ENS C'�,��� X SECTION I 1'X4'X.125'(10) 89384 88B71/M 8881122M 888241M 868518M V1G G OFFSET CLIP �• I .125• u 6063-T8 ALUM. VX4-X.375'(11) 66610 666112M 16601123M 666242M 666519M _ : 58705 ' .228' �-•,981"-•� TOPVIEW 1'X4"X.375•'7(11) 66853 OW112M 6661123M 666242M 666519M .228' �---•961"--4 .740" - NOTES: 1.25 X3.25'X.100'(/3) 2D760 6601127M 6661124M 6662410M:6EMd17MM _ A•/yy�y��y I c -- 1.25 X3.25•X.624"(14) 20161 6661128M 6661126M 6662411M •� -I G�`^' •'(// 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25 X3.84'X.624'(15) 20182 8881117M 8681128M 668241M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 De9me(19) 86648 WA WA WA ��� ••. o45WA WA WA i� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L FL P.E. 58705 N, i870�5A.E. TABLE E A Mull Dimension PGT Pert# ¢ @ J$ (shoot#) Mullion Std.Clip U Clip Angle CUP x.125' JT I-.125' r--.125'2'X4'X.25'(16) 66602 666261M 688271M 6665112MSTANDARD CLIP U-CLIP 2XSANGLECUP r X6"X.25"(17) 66604 666282M 686272M 6685113M 6063-T6 ALUM 806376 ALUM. 8083-T6 ALUM. o2.000' XSECTION 2.125' XSECTION 2000' X.SECTIONNOTES: .125 .125" L .125' O 1N 00 1)HOLES TO 8E DRILLED IN THE FIELD FOLLOWING I DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I �-1.490'---I HOLE LOCATIONS. 1.490'--1 W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.500' CUT HERETO F---5.000' 375' LU O a O 3.500'�''� CREATE F-CLIP. I en /n O H 020OU" .375' 'e _SEE DETAIL F. .375" �e .375• I MM. O Z c� MIN. r SHEET4 MIN. 1 H In J g z J Z ------------ - -- - I D O I I I I i i D_ Z I I I I J e � 4.000' I - I -I-- --- --I- 3.438• @ + 3.438' I I H U O T--------I Q of .250" r%4-X.25' I I I I Z a MULLION I I I 3-438' I I Q Z yZ 6063-T6 ALUM. j I i i i Z N O � %SECTION I I I I I 1 '375' CO W �- ----- -- I - -------� -- L L--------------------� MIN. w O -- ? g L- STANDARD CLIP 2X6 ANGLE CUP U Q CENTER OF ANCHOR HOLE MUST LIE 606376 ALUNL IFO �� 063TB ALUM' CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. 0- z 01: O SED 'MULLION.SHEET 18 d y; WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPMEW WITHIN THE DASHED gOUNDARY.SEE TOPVOlN m0 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR D.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLES h DIAMETER:ANCHOR DIAMETER s 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+I/16". 5.000' 2.000' 3.500' -{ CREATE F-CLIP, .375' I SEEDETAILF. .375 .375- MIN. F r-SHEEr4 MIN. MIN. .375' ----------- I I I I I i i I 1 RMUCT REVISED I I m wmplyingwith the Flaft I I ITuilding Code I 1 I 1 I A=p1mm�(6'O2-16.03 � I 1 I itmion pnle Q.0�•1 I I I I I i BY 250° 6.0�" -�-_ T_ _- 4.888 r a438. Q i _i Mian hodutC. IIIII111/!� 5.438• I I i 5.438' I 1 I 1 CENS •• F 2"X 8•X25" I I 1 I 1 Qom:••' 11 E '•.'{> MULLION 1 I 063-TO ALUM. I I I ND.58705 XSECTION I I I I LMIN. -1} I a.:7I I _____________________J L STANDARD CLIP U-CLIP 2X5 ANGLE CLIP i�(CQ�'c/ORIpP•.••\�`T� 250' 6063T6ALUM. 6063-T6ALUM. 606376ALUM. � F.� TOP VIEW USED FOR 2'X BUSED FOR X 6'MULLION,SHEET 17SHEET 17 TOPVIEW t 1 1ER11 TOPVIEW A.LYUA MILLP.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'%THE OPENING REQUIRES A DESIGN PRESSURE OF+60,01-60D PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,7HE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=W.REFERENCING SHEET 25,THE COLUMN USING y RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. -SFE SEE FROM TABLE 3A,SHEET 7,THE I'X 2,75'X.375'MULLION(LENGTH=72,OPENING WIDTH=70'1 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•56.3 PSF AND WOULD k� FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. u F PROOUCAL SHEETS `; APPR���^. 23 FROM TABLE 4A SHEET 8,THE V X 2.75"X.650•MULLION(LENGTH=72",OPENING WIDTH-70")HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 2 7r OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. MULLION N LFNGTH 2)USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 g }}.�. 4 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. $N m W SEE o 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 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE .J.t �-a3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D _ 2 Irk IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS,ALTERNATIVELY, W o O NO ANCHORS IN'"DOW s"L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD RAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: m C3 F- ar 3r OPENING WM:�°-� (60 PSF)X(7z7 PISSF =524.9 LRS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) CID coj THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS2-318'.THE OPENING REQUIRESA ' DESIGN PRESSURE OF+50,01.55.0 PSF, z D 0 Z FOR THE VERTICAL MULLION: < T- 1)INITIALLY ASSUMING THATA 1"WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 3Y+72-+1"=tOS°AND THE OPENING WIDTH IS 36"+36'+i'=73".REFERENCING SHEET ZS, Q W o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SC THE MULLION TABLES FORAMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL. � �X C�O EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACTSIZE,USE THE NEXT LARGER SIZE AVAILABLE, J a 8 MULt WlOTHFROM TABLE 3A,SHEET 7,THE VX 2.75'X.375'MULLION(LENGTH=108",OPENING WIDTH=SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF OLU r z tY �r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=8D')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS4 . O -SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. TL co DETAILS, 6� �o Awl 32• FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2•=74',NOT 73'AS PREVIOUSLY PRODUCT'S 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'=73) 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I 1 CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WNHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- MULLION s '--SEE - USING THE STANDARD CUP 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 I; THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 23 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICIL MULL WILL BEA 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HOR2. MULLION TYPE COULD BE CHOSEN. MULLtoN T PRODUCT REVISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUIRIANGULAR LOADING MAY BE as cemply' •heh ItI6 Flarli USED.FROM TABLE 12A SHEET 16,THE 2'X 4'X 354'MULLION(@ LENGTH=42",OPENING HEIGHT=120")HIS A DESIGN PRESSURE OF+F170.0 PSF WHICH EXCEEDS THE A° tl1& 16.021 •Q� REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LOS. pLratian We 4021DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE e' By SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miran Dade Fro", (d)3176'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1 23 •GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED t I i i,I r/ ANCHOR CAPACITY OF 521 LBS. `;LL Off•{ l-YN(Y tLj!( I�ifr 3B',HORIZ 36',NORIZ. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR �����t�:'�ICENSS''•��� % MIAt LEkGTH WIMOLL LEkcTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER:AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYREQUIREMENT OF 521 LBS.THE OPENING DTH FORVERTICAL MULL-•-- ANCHOR TYPE IS A#12 STEEL SCREW, No.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - s +/-64.7 PSF FROM THE VERTICAL MUWON; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; --3 `• "'..,1{/` +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). S'II/!"MITE O �J THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "r�'{,`(4'•.•fi(OIzt01" •{��-.` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENEMIL STRATION PRODUCT BE INSTALLED IN 'A.LYNN tt` ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, LL�t,P.E. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: j„s ® n . I PW PW o ti PW I o n N SHIDH SHIDH SHIDH SHIDH i pW m PW Z 'l 4 4 Q, 4 � FF / / J W D Z LU 0 in OR LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �' / /INGED ~ m � 1 � � DOOR � 7 1 SOD LOADING OF VERTICAL MULLION PW V) LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d r PW I PW PW W RZ PW PW Uj Z y SHIDH SHIOH SHnBH SHIDH I 0 1 Q O 0 ��0 / / ! SHIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I /• / / / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION PW HINGED I NOTES: ;RGiIUCT REVISED DOOR PW _ PW I 7 DRAWINGS ARE as tomplyinarsith she Flo" -- ) Building Code RERESENTATIONS OF TYPICAL Aemptmtx No p Ar PW CONFIGURATIONS. j1fMDate �Q l pyy CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM lkoduU o o / / / I THOSE SHOWN. I 2)IF THE LOADING TYPE CANNOT .,.`gy LYN BE DETERMINED,USE t1v I ` ik0 F'ISCF I PW „ - RECTANGULAR LOADING. `.� �iC ^PW PIN , 3)SEE PRODUCTS'APPROVAL FOR ' 1�:• No.5B%05 j ACTUAL ANCHOR LOCATIONS. _ ^_ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j LSG. —'U•�` J q �) STA- OF •.•�_!!: j l ii•'/.LORIUF.•' LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION FL P.E.q S8705 iTLR_ft1 E FE 11-71 MI�DADE JUL �� " MIA MIAMI-DADS COUNTY vemkill PEP1�Vl rrTltzC PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESaR �kEff'y' -i' 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.eov/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. :T.rr :1.. . 1-- X1-0- ----•-`- -- 7r'1]_ �_�_...--=.:_� L--11.f T1...1., /-'t,,....l..Tl.....7. ..�P'..�a...�l �. 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 11811-70011 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 1. :• • .1 T - ll11 _ T1'. t • .1. 1l _._.! T\__7_ /-l-__._L_T_._�___2!1_--1.-_1 A_--'_.-� _1_Y.-_--.-1L. ..✓.:....... .,J ........, .J yJ............. y -.....b .-_._.�..... -.-....- -✓ ------- -----------•-------------r ------ 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 zne appucaoie ounuing cuuc auga«vCiy WICULliig ruG PrJdUiiiiaiicn vif MIS PIUMI i. 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 dispayed,then is snail oe aone 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 I 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 &M[A0M1&M&AQ?MEC0UNTY � ) 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, 0t,Ynurl *"A-"GlArl 1%cr An4hnnv T vnn A/(illAr P 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 Uni-A TA 0 OA 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 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 I1\„T...__.. _ 1ll.._!1_ T......_ _. T..... .. _.:TT- 't TAC AAI '^.A..- 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 frame, 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 Gf'l.f�'VllL+ YY lull11G.7JUIG LVUIllll�,�Jbl 1'1J`+, 1A67 GVJ-JR 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 cinder NDA 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 a10119 w1111 sllal-xeu-up Urdwaigs iti1C1 lI1SldlldilUil Untg,rtuil lil till Qiulinnuill J111glu Lim% 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) AVIA Ma'huelvdi 41 P.E. Product Conti Ex finer 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 C,1.Fnrrprl Fn+ry Tpa+ rear RR!`7d 1 1 Z 7 1 TA C 7n7-QA' 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.05-1018.01) 6. Test reports on:.l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 Z\,L4,..1- 117:...7'D.—„-o T--A: VD 0 T A C IM CIA, 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 tA-- ---•---•-fir--� --- -- --- -'- ---- ---� -'------``--•-t ---- --- - - - --- :. e, tnr�i-v nth 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. MA'1'EIUAL (:EKfl-FICA`I'IONS 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-A P.E. Product Cont ojExa iner NOA No. 9.08 Expiration Date: March 26,.2021 Approved Date: July U9 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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- .UOO, 1JJl4V%1 VJ' 1 VLIVDLLULIV11 1%,otn s uaUVLaLVI.Y,IILV., uamu 1 V/VJ/VV, a1r+11G1L GatlU 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. "-Wa wz fL f,-4-4 Manuel z P.E. Product Contr l Exajfiiner Ikrn.a ar Yn no Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTE;:IMPACT SINGLE HUNG =LANGED AND INTEGRAL FIN WINDOWS I.GLAZING OPTIONS., 3EE DETAILS ON SHEET 2) A.8116-LAMI CONS 3TING OF(2)LITES OF I/Ir ANNE LED GLASS WITH A.090-KURAR-Y BUTACITE%B(BY KURARAY:,MERICA,INC.) OR.090-SAFLE: 'PVB INTERLAYER(BY EASTAW CHEMICAL COMPANY) B.5116-LAMI CONS STING OF(1)LITE OF Iff ANNEA ED GLASS AND(1)LITE OF 1/8-F:AT STRENGTHENED GLASS Wirt A .090"KURARAY E JTACITE"AiEl(BY KURARAY AME RICA,INC.)OR.090'SAFLEX TPVE INTERLAYER(BY EASTMAN CHEI ICAL COMPANY) C.5116-LAMI GONE STING OF(2)LITES OF 1/8-HEAT;TRENGTHENED GLASS WITH A .ogo-KURARAY e rrAcITEPV13(BY KURARAY AME JCA.INC.)OR.090"SAFLEX TPVB NTERLAYER(BY EASTMAN CHEN CAL COMPANY) D.7116"LAMI CONE STING OF(2)LITES OF 31`16-ANN ALED GLASS WITH A.09W KURA AY BUTACITE K6(BY KURARA' AMERICA,INC.) OR.090°SAFLE> PVB INTERLAYER(BY EASTMAN 3HEMICAL COMPANY) E.7116-LAMI CONE STING OF(1)LITE OF 3116-ANNE LED GLASS AND(1)LITE OF 3/16 HEAT STRENGTHENED GLASS'A TH A .090'KURARAY I JTACITE90VB(BY KURARAY AMI RICA,INC.)OR.090"SAFLEX lbVI INTERLAYER(BY EASTMAN CHEf ICAL COMPANY) NOA RAWING MAP F.7116"LAM[CONE STING OF(2)LITES OF 3116"HEA STRENGTHENED GLASS WITH A 090-KURARAY BUTACITE AVB(I e KURARAY AMERICA,INC.) OR.090'SAFLE> 'PVBINTERLAYER(BY EASTMAN -HEMICAL COMPANY) SHEET G.13/i6"LAMI IG:( )LITE OF 118"TEMPERED GLASl AN AIR SPACE AND 5116"LAME C INSISTING OF(2)LITES OF 1/8'A NEALED GLASS WITH A GENERAL DOTES.........-I .oso*KURARAY I L)TAcrrE'pvs(BY KURARAY AM]RICA,INC.)OR-090-SAFLEX Wi INTERLAYER(BY EASTMAN CHE IICAL COMPANY) GLAZING ETAILS............2 H.13116*LAMI IG;( )LITE OF 1/8'TEMPERED GLASS AN AIR SPACE AND 5116"LAMI C INSISTING OF(1)LITE OF 118"AN EALED GLASS AND(1)LITE DESIGN F IESSURES 3 OF 118"NEAT S' RENGTHENED GLASS WITH A.09 'KURARAY BUTACITE T-VS(BY I JRARAY AMERICA,INC.) ELEVATK JS•...................4 OR.090"SAFLE 'PVB INTERLAYER(BY EASTMAI CHEMICAL COMPANY) VERT.SE TIONS...........5 1.13116"LAMI IG:(I LITE OF 118"TEMPERED GLASS W AIR SPACE AND 5116"LAMI C( 1SISTING OF(2)LITES OF 118'HE kT STRENGTHENED GLASS HORIZ.SI :TIONS............5 WITH A.090-KU ARAY BUTACITEVB(BY KURAI AY AMERICA,INC.)OR.090'SAFI Ex`PVB INTERLAYER(BY EASTM 14 CHEMICAL COMPANY) PARTS U T........._.."""" 6 J.13/16'LAME IG:( I LITE OF 1/8"TEMPERED GLASS AN AIR SPACE AND 7116"LAMI C NSISTING OF(2)LITES OF 3116"1 4NEALED GLASS WITH A EXTRUSI, NS 7 .090-KURARAY iuTAcrrEPVB(BY KURARAY AN :RICA,INC.)OR-090-SAFLEX IN I INTERLAYER(BY EASTMAN CHI AICAL COMPANY) CORNER iETAIL.-..... 7 K.13/16'LAMS IG.( )LITE OF 118'TEMPERED GLASI AN AIR SPACE AND 7116"LAMI C INSISTING OF(1)LITE OF 3/16-A NEALED GLASS AND(1)LITE ANCHOR GE....................8-11 OF 3116'HEAT 1 TRENGTHENED GLASS WITH Al 0"KURARAY BUTACITE`PVB(BY (URARAY AMERICA,INC.) OR.090-SAFLE'.'PVB INTERLAYER(BY EASTMA CHEMICAL COMPANY) L.13116"{AMI IG:( )LITE OF 1/8"TEMPERED GLASS AN AIR SPACE AND 7116"LAMI C INSISTING OF(2)LITES OF 3116-1 EAT STRENGTHENED GLASS WITH A.09V Ki RARAY BUlTACff9'-fW-(BY KUW LAY AMERICA,INC.)OR.090"SAF .EX AVB INTERLAYER(BY EASTf AN CHEMICAL COMPANY) M.13116"LAMI IG: 1)LITE OF 118"ANNEALED GLASE AN AIR SPACE AND 5/16'LAMI C NSISTING OF(2)LITES OF 118A NEALED GLASS WITH A .090-KURARAY iUTAClTE9PVB(BY KURARAY AM RICA,INC.)OR.090"SAFLEX TPV INTERLAYER(BY EASTMAN CHE'AICAL COMPANY) 2.CONFIGURATIONS -0X-(IM,MEW AND RADIUS TOI.ALL WILOW OR HIGH SILL OPT R N) 3.DESIGN PRESSUR S;(SEE TABLES,SHEETS 3) A.NEGATIVE DES 3N LOADS BASED ON TESTED PF ESSURE AND GLASS TABLES AS' M E 1300. B.POSITIVE DESP N LOADS BASED ON WATER TEE'PRESSURE AND GLASS TABLEt ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS JOT BEEN USED IN THE DESIGN, IF THIS PRODUCT.SEE SHEETS THROUGH 11 FOR ANCHORAGE-IETAILS. S.SHUTTERS ARE N, T REQUIRED. PRODUer EVISED es ccwnplyiv wish the plodds fluildinsce 0 6.FRAME AND PANE CORNERS SEALED WITH NARR( N JOINT SEALANT OR GASKET. Acoept... iralio"I - 7.REFERENCES:TE T REPORTS FTL-4645,FTL-4646. ;TL-4847.FTL-4648,FTL-4649, 4650,FTL-4651,FTL4723,FTL49 F,FTL4958 AND F1L-5063. y AN;I/AF&PA NOS FOR WOOD CONST RUCTION mi-t�l Product Cnn AL MINUM DESIGN MANUAL 8.SERIESIMODEL DI 3IGNATION SH700.ALSO REFERI =-D TO AS SH701. 9.THIS PRODUCT H, 3 BEEN DESIGNED&TESTED TO -,OMPLY WITH THE REQUIREMEr rs OF THE FLORIDA BUILDING C, DE,INCLUDING THE HIGH VELD(;.Ty V'fNN......Al)t(.. HURRICANE ZONE(HVHZ). 10.FOR INSULATED ILASS INSTALLATIONS IN THE H\iZ ABOVE 30 FT,ONLY GLAZING )PTIONS WITH TEMPERED CAPS G-L)ARE ALLOWED. �0 50705 2 LM. 5112115 E 61-1150MOX(2014) CUPDATE GE VERAL NOTES 1070 TECAiNOL'OG' i)r 93.0 --0jr J.j. a,DFOC UPDATE AL W SINGLE HUNG WINW,W,IMPACT J.R. Q*4NOED CAP&MS TWE To 725WER D FROM HS P.O.Box 1 '414 MILL. P.E. on-se =11,I 1 -0;, N0K0MtSFL3 !74 Visibly Better A. f FJC '11m, sh 00 lo�mrs 7 11 T."��4040-20 E :L P.E.#58705 ^^ NOTE: � LAMI IG OUTBOARD LITE MAY BE 1 \J UPGRADED TO 3118"lMT i NO CHANGE rL—_ IN DESIGN PRESSURE. C' 1/2"NOM. i/2"NOM, 41 (t GLASS SITE 44 GLASS BITE L EXTERIOR INTERioi r-'> (ALL SECTIONS) 37 ® 3T PVB"= 8 j KURARAY BUTAC 'E PVBINTERLAYE 80,81 Or 82 83,84 Of 5 SAFLE>ePVB INTERLP `ER BY EASTMAN CHEMICALC iMPANY 7Q70 AE1=11 Lm I— 118"ANNEALED OR F,.:AT STRENGTHENED GLASS 311 "ANNEALED OR HEAT STRENGT-ENED GLASS 090PVSINTERLAYEI 091 PVBINTERLAYER 118"ANNEALED OR F EAT STRENGTHENED GLASS 311 "ANNEALED OR HEAT STRENGT.'ENED GLASS 5116"NOM. 711 "LAMINATED 5/11 'LAMINATED GLASS 7116"LAMINATE )GLASS lr2"NOM. 1/2"NOM. 46 GLASS BITE 46 GLASS BITE 38 38 � Q l`?tJ PRODUCf RE (SED as pjyingx hiftFlorida Building Code 86,87,88 or 92 89,80 Or 9 AcaptanceNe I - ► i imtiun DaF j 7Q 7Q., F-T-11i,m adeP ductOD i 116"ANNEALED OR I EAT STRENGTHENED GLASS 3/ i"ANNEALED OR HEAT STRENG',1ENED GLASS .090 PVB INTERLAYE t .0c E PVB INTERLAYER 118"ANNEALED OR I EAT STRENGTHENED GLASS 3/• i°ANNEALED OR HEAT STRENGI dENED GLASS 8116"LAMINATED 7/a"LAMINATED �� T1 f, rr AIR SPACE AI .SPACET4E ATO llF r Al .Enss 118"ANNEALED OR EMPERED GLASS 1/t'TEMPERED GLASS 13116"NOM. 13 16"NOM. iC rN r C }� .a870., 13/16"L M1 IG GLASS W/5/16"LAI 11 13116"LAMI IG GLA. 3 W/7/18"LAMI _ w; xn WRIT R.M. wfms E RM' MWERlAYERAMPACTURER fi.'. P. o� lo7otECRwoCoor1) vE GLA; ING DETAILS ,r�,•n•: WRID,��o J.J. tgrb7xi O ROC ANQE3THISSHEt3r t7.VEiJtCE,FC3Ez7 ar �'i"/ } 1�` RR aatotxi a cites, c/IrocASa7YPETo7£niPERtf: R01}tis PM.ROX1529 �==�M� ALUI 1.SINGLE HUNGW/NDOV.:IMPACT NttF�L 1<<, aR ner ar Roxonas.Fl 3427 yrr /y ,. awes.o ram A.LYI.N MIILER,P.E. FK 8/im JJ. 22,;, 8H7Q FUII 2 a!? 4040-20 E FL D.E.#88705 111 FLANGE OR INTEGRI L FIN WINDOWS Wl HIGH I ILL OPTION TABLE 1. BASED ON FLANGED WI IDOW TIP-TO-TIP FRAME I IMENSIONS WINDOW HEIG" T WIDTH GLASS TYF 3 �6w, -Or Go., - 70" 72" 74" 76" MEET VG RAIL 48" A,B,M +80.0 -80.0 +80.0 -8 .0 +80,0 -80.0 +80.0 -80.0 1+80.0 1 -80.01+80.0 -80.014,70.0 -80.0 HT. J 60" A,B•M +80.0 -80.0 +80.0 -8 .0 +80.0 •80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 :19.0 -79.0 SggqSH 62" A,B,M +80.q 86.0 +80.0 -8 .6 +80.4 80.0 +SQ,O 80.0 +78.8 78.8 +77.3 -77.3 •'5.9 75.8 63118" A,B,M +80.0 -80.0 +80.0 -E A +79.6 79.6 +78.2 -78.2 +76.9 76,9 +75.4 -75.4 14.0 74.0 UP TO 63118" C,D,E,F,G,H,I, ,K L +80.0 -80.0 +80.0 -E .01+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 30.0 20.0 STANDARD VIEW&RAE US TOP FLANGE OR INTE jRAL FIN WINDOWS W/HII ,H SILL OPTION TABLE 2. BASED ON FLANGED W 4DOW TIP-TO-TIP FRAME 4MENSIONS WINDOW HEiC IT WFOTH GLASS TY E 38 318" 44" 60 WV- 63"_ 72" 74" 76" HT. MEE(iNG RAIL 48" A,B,M +80.0 -80.0 +80.0 41.0 +80.0 -80.0 +80.0 -80.( +70.0 70.0 +70.0 -70.0 70.0 -70.0 -T� 60" A,B,M +80.0 -80.0 +80.0 -1 LO +80.0 -80.0 +79.9 79.1 +70.0 70.0 +70.0 -70,0 70.0 70.0 "X• H 62" A,B,M +80.0 -60.0 +80,0 -13.0 +80.0 -80.01+76.9 -76.1 +70.6 70.0 +68.8 -68.8 67.6 -67.6 ST 631!8" A,B,M +80.0 -80.0 +80.0 a 3.0 +80.0 -80.0 1+76.4 7751 +680 -6&0 +66.7 -66.7 65.6 -65.5 UP TO 63118" C,D,E,F,G H,1 I,K,L +80.0 -80.0 +8D.0 : ).D +80,0 -80.0 Foo.0 -80., +70.0 -70.0 +70.0'770.0 •70.0 70.0 CUSTOM VIEW RADIU i TOP FLANGE OR INTEGI AL FIN WINDOWS W/HIGF SILL OPTION TABLE 3. BASED ON FLANGED A NDOW TIP-TO-TIP FRAME )IMENSIONS W WINDOW HEIGHT MINUS S, SH HEIGHT(MAX.WINDOW HT, W SASH=78"FLANGED AND 71 'INTEGRAL FIN) O" MINUS WIFH71 GLASS TYPE 17118" 1 2211116„0r 28 50.0 +8 33 4- - � 44 -- _-,.}��- 28 3116" 33314" 3' 6)16" 4413116" 60: 8" 6616116" � SASH 63118" D,E,F,J,K,L +80.0 -80.0 +80.0 -80. O,Q +70 ! 70.0 +7Q.0 -70.0 t7Q.0 -70,0 +70.0 -70.0 HT. HT. ME:TING F2AtL GLASS TYPES: _ TEs' REPORTS TABLE 4. i'X" SASH A.5116;LAMI- 118'A,.090,118' 1) FTL-347,4648,4723,4957 8.511W LAMI- 118"A-090,118' IS) FTL- 647,4648 C.5/16"LAMI- 1/8"HS,.090,1/ "HS) FTL- 647,4648 D.7116"LAMI- 3116"A,.090,a 6"A) Flt. 645,4885 E.7/16"LAMI-3118"0,.090,3, 6"HS) FTL- 645 PRODUCTR7 ASED asrnnrotyiug` F.7/16"LAMI-(3116"HS,.Q90, I18"HS) FTL- 645 Building 'thrh.Flmid.Code G.13116-LAMI IG-118"T.AIR SPACE,5116"LAMI-(1/8"A„090,' 8"A) FTL- 646,4723 Asceptaoce Nr 15- & , ptmt ntlrJt' /� H.13116"LAME IG-1/8"T,AIR SPACE,5116"LAMI-(1l8"0,.090,1 8"HS) FTL. 646 Ay 1. 13116"LAMI IG-118"T,AIR ;PACE,S16"LAMI-(1/8"HS,.090 18-HS) FTL 646 Mi Dods P duct n I J.13/16"LAMI IG-1/8"T,AIR PACE,7116"LAMI-(3/16A,.090, 1/16"A) FTL 1649,4650 K.13116"LAMI IG-1/8"T,AlR ;PACE,7/16"FAM;-(3116"A,.090 3116"HS) FTL 1649,4650,4958 L.13116-LAMI IG-1/8"T.AIR :PACE,7116"LAMI-(3116"HS,.09 ,3/16"HS) FTL 1649,465Q i M.13/16"LAMI IG-1/8"A,AIR SPACE,511WLAMI-(V8"A,.090, 18"A) FTL 1063 IN l\\'01 „•,,, d1!(��fi NOTES: 1.WINDOWS WITI THE LOW SIU_OPTION ARE LIMI ED TO A POSITIVE DESIGN PRE: SURE OF+64.0 PSF OR LOWER F i SHOWN IN THE TABLES. NEGA IVE DESIGN PRESSURES At E UNEFFECTED. lo.58705 2.FOR INTEGRAL -IN WINDOW DESIGN PRESSURE ;USE THE ABOVE TABLES BY DI )UCTING 1"FROM THE FIANGEI TIP-TO-TIP FRAME DIMENSIONS. &AVAILABLE SA; i HEIGHTS FOR CUSTOM WINDC VS ARE 12 518"MINIMUM TO 38`1 AXIMUtA - D 4.GLASS TYPES, ,G.H,AND I MAY BE USED IN SP IH ONLY ",aey; �,; %� TAT'OF LM. CW?J15 E ADO 4SHGLASS OP17ONSFORCUSTOMI SWW/NDOWS DES GN PRESSURES fin rLOUfOA'' �~ ' xm 10711 TECHN6L4GYC NE J.J. 10/07111 O NOG UGiES THIS SMEET N.VENICE,FGsaz �r T 1°` �i�i 1 JR.' 171101111 c cm 9EOCAPGL4ssrYPETOTEMPEREc;ROMHS P0.00Xtb28. W==+�!'�,.�.� ALU 4.SINGLE HUNG WINDOI /,IMPACT �L ,t17t IU 0;;W e, t NotcoMts.Ft aar,, Vu/61y Bene, a w" an.r t..r,:u a" A LY.IN�I� R,P.E. FX 911075 J.J. ZZ-007 sH7f: NTS 3 a 11 404020 E F P.E.#58705 531/8"M X.FLANGED WIDTH 52118"M X.I.F.WIDTH 3 518"MAX.FIXED D D DLO{ALL) 75 — — 75 MAX, I 75"MAX. SEE F. A A •F. I.F. TABLE D_.J HI HT SEE DLOy H`IGHT SEE DLO HEIGHT TABLE _ f TABLE O f L 76' LL—1 tAX Pr MAX. 76"l dAX. FLANGED FLANGED L FLANGED EE OLD 38 !1 HEIGHT HEI HT HEI T STABLE C j SSI FSEE DLO t �' SEE SEE DLO �^, E (MAX)} HEI I•.- TABLE `- f NO E. TAB X f N! 4 48114"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW ;STANDARD SASH) RADII 'S TOP(STANDARD SAS]. 1/1 B E_f VERTI AL DAYLIGHT PENING 7: IMAX, f 7'"MAX. is ICED LITE I LF. LF. �. I _I �• LOW HIGH SEE DLO I '1 E DETAIL SILL SILL TABLE SEE DLO 7 TABLE j A 34 112" 34 3126" 76"1 IAX. 76"1 4AX B 41518" 41 114" FLANGED FLANGED C 41 114" 40 718" HEI HT HEIGHT D 52 518" 5211116" L L i E 52114" 52 5176" Pi ]nucrRBVIssO �!. SASH as amplyingwith the Ftotide 'C f I SASE / 20 LOW A N HIGH Iding(b SEE DLO TABLE SEE DLO TABLE X HEIQ f KEG T DETAIL SILL SELL xmG tSare] .D 1 j t A 34 712" 34 3176" & B 127 7116" 27118" B N.of ade Product 1 DETAIL D DETAIL E C 27 717 " 27 718" D 16 3/8" 15 314" VIE!I(CUSTOM SASH) RADIU:.TOP(CUSTOM SASH) E 163/8" 15314" }i}t}!lErtrll TABLE 5. i NOTES: ��t��;�'•Jc�rasF'••t�y'; 1.SEE SHEET 5 FC t VERTICAL AND HORIZONTAL SI ;TION DETAILS. 2.SEE SHEET 7 FC I CORNER DETAIL VIEWS. r'c i No,58705 3.SEE SHEETS 8 T IROUGH 11 FOR ANCHORAGE IN ORMATION. _ 4.SRSH HEIGHTS I'OR STANDARD SASH WINDOWS )ETAILS B$C)ARE BASED ON F`THREE OVER TWO FORMAT. _ n cttip . tr ST LAI :14(07/11 1,911J.- R�Br. , ` NOCHM/GESTHISSHCET • � fi...... t*•.•Cryo }� nwe ,one }u70rr c INOLOGYDRIVE ELEt/ATIONS % J. �T/ ,i NOCHANGESTMSSHEET N.VE,ICE•FL3427s 1RoalorxocHANGEs7HIssHEET P., SDxts2s ' ALUM.SINGLEHUNG I IINDOW,IMPACT 0. of serei;.e O,m NOK+ AIS,FL 34274 Vuib(y Better .: 811""Q` " an.e M.-ft '' a k A.LYNN MILLER,P.E. FIC slims t 21xV07�.._— _ SH700 NTS 4 d, 1 4040 20 P L P.E. 5870 — -2'784rt--1 NOTE:MIN,(1)SINE P LATCH AT VENT CENTERLINE I R OPTIONAL BOTTON =OCKS,(1)$'FROM EACH SIDE C -SASH. 26 27 NOTE:BALANCE PARTS USED nc IN: DE INSIDE -MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11,15,16 �1 MA 2.710" FIXF LIT 8=OR 17 DAYLI'.HT ( 25, OPER VG OUTSIDE -MAX.FIXED LITE DAYLIGHT OP NTNG MAX.WIDTH— 6 SECTION A-E OUTSIDE INTEGRAL FII I(If.)FRAME SECTION; INSIDE ma t Z3 �y 47 50 MAX. I r HEIGHT (`e J I��ttkLJ ( I HIGH OU 31DE I SI J 2. J LOW S� L MA . VEi T DAYL 3N7 49 HIGI SILL W LOW &L NERD JAMB pUTSIDI OPEF.NG - 68 2.7tD' I.F.F AME PRODUCT REVISED �$ 53 OU 'SIDE as compift wM ft Fletida I� Ua;ldiap caaa nexPeauceNo l -YTS) (�^�.^ imHan Date tp�+T,l,'?..+1) s t 6 Sy 53 4 Mi Dada Prpduq 2.946" 552 {LOW SILL} (HIGH SILL) t t3 ;EE NOTE ABOVE 54 i LYNN QZle 3 30 ULTRALIFT (i9 67 4�',r'LiGENgF''• P 12 ONLY `. ULTRALIFT ' '' No.5£1705 3K'. 12 ONLY SECTION C-C _ SECTION B-BRADIUS TOP - (LOW SILL SHOWN) ALTERNATE HIGH ';ILL I IEAD DETAIL-FLANGED VERSi.,N) .O �j5 W= L AL S11TJ I E NO CHANGES THIS SHEL ' ('�•. STATE OF `�U? SECTIONS .� .FC......•''�(y��. ore xmu�rc,a am rECNNOLoeroRivE % ,;.� . ✓.✓. 1 �f1 D NOCHANGESTHISSHEf N.VENICE,FL 34275 ' rak ��lj��s�ff t�`;``� ' /.—. ALUM.SINGLE H ING WINDOW,IMPACT . ��, -�N%�L J.R. 13s<ltti;tt C NO CHANGES THIS SHEE:_' P.O.BWc452a �yyy, a•�e art waeRa, �x A.Lf�tVIM)I. R,P.E BY:ams V.W NOKOMIS,FL34274 VLslbly I`wer FK 911!1' J.J. 028(07 SH7W Half 5 d i1 4040-20 E FL P.E.tI 58705 I. ITEM DWG# DESCRIPTION PGT# ITEM DWG# _ DESCRIPTION ~ PGT# 1 4002A FLANGE FRAI E HEAD 612225 60 1635 ISCRE N SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QL U3 PN.SMS 781 PQA 61 ISCRE N CLOTH --61816 3 4003C FLANGE FRAI E SILL(LOW SILL) 612226 63 505 GLA71 G CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OF -N CELL FOAM PAD 7PAD1626 64 1161 #6 X 1 I00 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAI E JAMB 612227 67 GLAZI G TAPE,1/16 X 112-7/16 LAM 62BVI S10 7 4025 SASH STOP 612244 66 405iA SASH 10TTOMRAIL(HIGH SILL) _64051 8 4025 SASH STOP( GRESS)1.126 LONG 612244 69 4050A FLAN( E FRAME SILL(HIGH SILL) 64060 9 4029 SPIRAL BALA CE,318",50'.OR 11/16" 70 SILICI NE,DOW 899,995 OR EQUIV. 10 1080 BALANCE CC 'ER,318-OR 6/8" 6BALCVR916 80 A GLASS,5/16" AMI,(118"A.090 PVB,IWA) 11 #8 X.750 PH. IN.SNS 7834AA 81 B.GLASS,5/16" AMI,(118"/{.090 PVB,1/8"HS) 12 BALANCE BO TOM BRACKET 7BALTBKT 82 C.GLASS,5116" .AMI,(1/8"HS,.090 PVB,1/S'HS) 13 1085/1086 SASH TOP GI !DE 42504 63 D.GLASS,7116' .AML(i/8 A.090 PV8,118 A) '15 98 XIPHILLI S FLAT HEAD S.STL 78X1FPAX 84 E.GLASS,7/16" AM],(1/8"A,.090PVB,1/B"HS) 16 1000-1 BALANCE CC 'ER,11/16" 6BALCVR670 65 F.GLASS,711W AN,(1/8"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP(DVER 64053 86 G.GLASS. 'LAMI IG.1/8-T,AUR SPACE,5/16-1 AMI,(1/8-A,090 PVB,1/8"A) 18 4029-1 SASH BRACH ET 7ULBRKT 87 H.GLASS,13/11 'LAMII IG;118'T,AIR SPACE,5/16"i AMI,(1/BA.090 PVB,1/8"HS) 19 #8-32 X1/2"1 1 PH.FH.TYPE F S.STL 7832X12FPFX 68 I.GLASS,13/16 LAMI IG7 118-T.AIR SPACE.5116"L MM,(1/8"HS,.090 PVB,I/8"HS) 21 4054C FIXED MEETI G RAIL 64054C 89 J.GLASS.13/tE LAMI IG;118"T,AIR SPACE,7/16"1 UW,(3/16'A.090 PVB,3116"A) 23 40060 SASH TOP R. L 64006 90 K.GLASS,13111'LAM IG;1/87,AUR SPACE,7116" AIW,(3/16-A.090 PVB,3/16"HS) 25 '1235 VLM3TP.„170? 270 BACK,FIN SEAL 67816G 91 L.GLASS,13/1( LAMI IG;I/6"T,AIRSPACE,7/16"1 AMI,(31IWHS,.090 PVB.3/16"HS) 26 1096 SWEEP LAT( 1 71096 92 M.GLASS,13/1 'LAM IG;1B"A,AIR SPACE,5/16" AMI,(1/8"A,.090 PVB.1/8A 27 1016 #6 X.625 PH =L.SMS 7858 2 39 28 4007 SASH BOTTC 4RAUL(LOWSILL) 612230 _ 30 1226 WSTP.,BULE VINYL 6TP249 2'784 31 4008 SASH SIDE F UL 812231 34 1268 SASH FACE( VIDE 42501 .062 35 1622 ILAMISETTIN I BLOCK 3132"X25164"X1" 71622K 1 3. 5 36 1052 LAM IGSEr NG BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. LEAD BULB(THICK) 6TP247W,K 082 38 1225 VINYL GLAZ. LEAD BULB(THIN) STP248K 41 4039B GLAZING BE D.$116 LAM.GLASS. 64039B Q7 FRAME,I F.HEAD 42 40448 GLAZING BE D.5/16 LAMI WGRILL KIT 644703 94071A, 1063•T6 44 4222A GLAZING BE D,7116"LAM 64222 �FRAME, F.LOW SILL 45 985C GLAZING BE D,7/16"LAMI WGRILL KIT 6985 Q$ 46 4067 GLAZING BE D,13/18"LAMI I.G. 64067 #407 A.6063-T6 ED 47 4071A FRAME,I.F.t :AD 64071 2.90E m oOcrgw itE, I uw 48 4072A FRAME,I.F.I )WSILL 64072 394 B,dngCode tthaFlaelde ��•d 49 4073A FRAME,I.F. mptm.No F.1 GH SILL 64073 ''m'"Dote ! 50 4074B FRAME,I.F., IMB 64074 52 4009 SILL LATCH =GRESS)(LOW SILL) 764009 .062 NOD 0y PAi nda PF hurt Cu 53 1088 SPRING,SIL LATCH(EGRESS) 7SPRNG THICKNEI a 4 71 ~' 54 2740 SILL LATCH EGRESS)(HIGH SILL) 62740 2. I 55 1014 SCREEN FR .MME(HOR.&VER.) 61014 56 1630 SCREEN C( INER KEY WRINGS 71630 j( HIC NOM 1t 11111„tt { THICKNESS 57 1631 SCREEN CC tNER KEYWlOUTRINGS 71631 1 �`� at1,C ENS Alze, 58 1073 SCREEN SF UNG 59 1624 SCREEN SF .INE-.135 DIA FOAM 50 FRAME I.F.JAMB sr 3.53705 FRAME,I.F.F GH SILL #4074 ,6063•T6 #4073A,60`3-T6 (USED AS RADII 3 TOP HEAD) -11 7)1!�� a.� 15 L.M. 51015 E NOG) 4NGES THIS SHEET R SLIST Cc.�•., ;LORIPf.•• • 1070 TECFWOLOGYDF>/E i JJ. 14417111EDNDA 4AG,GESTH/SSHEET 14.VENICE,F(.Sazr; T+� ',�S°"� --- ALUM::SINGLE HUNG WINDOVI IMPACT ?NAL.lR. 04/01111CHAR,..mCAPGLASSTYPETO7f4lPERm'ROMNS po.eoxlste f. omc wer �'^--''' NOKOMIS.F13427” Vtstby Berres 81°`F'�` s� ar« ay�ec . aFALIT J!/IR,P.E. FIG $/1/03 �.)7 I sH7oL NTS 6 a 11�_''_±04 0 E FL-'.EX 68705 �I.F.FRAME SEALANT ALOh ENTIRE JOINT �^ 1 or 47 1 FRAME E' --2.784-- 1 ( 0kSKU .0162]-- 2.8:,) 062 I II II 1.38 2.8:'} 2.3:1 05Z 'S0FLANGE FRAMI HEAD#4002A,6063 •6 1 —2.784 LANGE FRAME SILL (LO. ) WELD 1.749 #4003C,6063-TB ,550 ALONG SCREW SEALANT BOSS(2) AT HEAD AND SILL 710 � {-+-t� 3-•1 .738 062 O6 .490 40 E- t.a5 -1T VIEW D-D VIEW E-E �&VIEW EAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD )NLY) (1 SASHATOP 17 SASH Sl DP COVER FRAME CORNEF CONSTRUCTION FLANGE FRAME JAMB #4025,( 63-T5 #405' 6063-T5 - - ^ - .050 L J #4004,6063-TI (USED AS RADIUS TC 'HEAD) "i65 E •678 326 ,�.�yT"' 1.096 -� --{� # 1.342 (+ - P27 —� .062 .3 ¢1 GLAZIP G BEAD,5/16" T �L #41 )99,6063-T5 moi" .062 A 5 � 1.707 1.979 or SASI SIDE RAIL .062---�^�-• 1 31 tE4 )&6063-T5 21 FIXED MEETINt. RAIL 23 SASH TOP RAIL 28 SASH BC TTOM RAIL(LOM s7a #4054A,6063Ht T8� #4006C,806;IS-T6 #a00i 6063 35 -0501-5L- 050 1.096-4— -. 1 PRODUCTRE iSED GLAZIP G BEAD,5116" BuddingyCbde httept lag — - —1 8 42 #41 148,6063-T6 Acceptance Nc 15-0 "co—2.326----1 1.096 - (USE t W/GRILL KIT) Ex"dw Dot it l By ' .062• 2.sas GLAZING BEA 17/16" Mlme uaeP wluutCmdrO 3A46 #4222,6063- 5 I ^ 2.611138 .683 -.050 062-. LYN s7a 46 GLAZING LEAD 13!16"1G ``����;�'��;�r�y��l�t�,p'.! 1 F -2.784— Q.11 1 1.115 �� #4f 7;606375 6g FLANGE FRAME SILL(HIGH) 68 Sj SH BOTTOM RAIL (HIGH) 45 GLAZING BE D.7/16" #4050A,6063-TE #4051A,6083-T5 #985c,6D 3-T5 (USED W}GR .L VJT) L.M. 5/}2/}5 wE NO ANGES THIS SHEET %rC? C 7C 1070TEC M O- VE E .'US/ONS&FRAME CORN :R DETAIL J.J. }(1!07/11 O Nor ANGESTNISSNEET N.VENtCE,Ft.3dTi NAL.MALU'1.SINGLE HUNG W/N001, IMPACT J.R. OdlOtltt C r NOC ANGESMSSHEET P.o.eaxt629 �,_. �r s`..e .a. x.: A.LS� t4MILL'?R.P.E. 7 oxx micmu tar; NOKOMIS,Ft.3427 t/iai6ly Better sNiO. HBIf 7 e 117 4040-20 ✓; Ft P.E.#58709 F.K. 8/fAt3 J.d 2!?i'07 ANCHOR QUANTITIES FO t 111 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1. A CHORTYPES: 1-114"ELCOTAP, DNS WINDOW HEIGH 2-114"ELCOSS4 :RETE-FLEX SUBSTRATE: 2E 303 1 34.603 40 ;03 46.603 52. 03 68.603 64.1 )3 76.000 3-#12 SCREWS ANCHOR TYPE: L) 0 0 C.) 0 , D 1 0 0 0 j 0 ol 0 0 z C' 0 0 2.Al -HOR LOCATIONS ARE BASED 0 1 THE -z co z Z-Z WINDOW1 G of C, cl o Z Z cq Z Z to oc,ro, Z-Z(l�o,,Z-ZQo 0 0 0 0 ocl o oc- 3 zo'c")f 0 c"I 0 cj c1l 0 0 cli 0 of 0 0 0 F4 LLOWIING DIMENSIONS. WIDTH TYPE L) 0 0 0 HE kD-18112"MAX.FROM TOP COR ERS b�§ YPE JAN IS-17112"MAX.FROM TOP CDR IERS C,D,E,F,G, 1 1 '15"MAX.FROM BOTTOM COI NERS 6"MAX.BELOW MTG.RAIL 2 1 2 -12' 2 212 2 2 212 212 2 2 2 H,IJ,K,L 112" 1 1 1 1 1-12 il 2 i 1 2 '2* 2 2 21 1 21 2 212'iji 212 3'1"i 19.125 Li 'I LL-ANCHORS NOT REOUIRED AB,M 21' 2 2 .2 3.11, TALL PER THE ADJACENT TABU ANCHOR Eia jE l 2f2 1 2 2 2 li 21� �Ji 2fil- - U ANTITIES USING THE DIMENSIOP%L CRITERIA OF NI TE 2. I I .112 ili_I'l 2 1.12 1 2 J- 1-12 - D E F A i -, I - 24.000 -i12 212 212 212 222232222232223332233 _ 1 4.T BLE WIDTH AND HEIGHT DIMENE ON ARE FOR 1 1313 P ZE I"LESS. 2 2 3 2 2 2f" 13 212 1 T- L2�L2�22 1 3 3 2 11' �1' AB,M 112 11 112 11" 2 1 2 2 2 2-121212 1 2 2 21'3 2[2 li F ANGED WINDOWS.INTEGRAL A I DIMENSIONS I�D 2 1 1 2 5.1 :SIGN PRESSURE LIMITATIONS: ,I:JE G,j 1 1 1 1 1 1 1 1 1� 1 1 1 1 1 1 2 -i 3 3- ZE BLOCKS OF THE ADJACENTT BLEWITHA 1f3 1 3 4 2 3 4 4 32.000 i 120 L2 2[2 2[� �J� �1'2 3, 223232223231 1 212' 3 ji[ 1 3 jt�.g� I E )LD ITALICIZED VALUE ABOVE T1 EM,INDICATE A AB,Ml 1.1 1 1 1. I I I I I I I I 1-- 1.1-1 1 1 1 1 WIMUM DESIGN PRESSURE WIT THE QUANTITY I- l'i '2" -2. i 112 2 2 2[3 L2 213 2 2 f-3�3­f.3'..2.12 3 ril 314 2 4[4 112 12 1 it� I ( :ANCHORS SHOWN IN BOLD.Or IERWISE,THE 1 2 1 1 2 1 2 2 1 2 2 i 2 2 1 2 t AXIMUM DESIGN 1:JE,kF�,LG. I 1.2 2 F ;tESSURE 22 -- 3-15,3-13' 4 4 1 314, --1 - -SPECT FOR THE 21222323222323 :. . 3 4 4 3 IVESIZE 37.000 �[3 11 2'[3" il'3 1- l- Li 3[4 213 31'31 - - 2 2 1 4D GLASS TYPE IS 1- 1- 1 2.,..l i iAlLABLE, 2 2I 2il 1- L�� -.14 PSF 79 12 212 213'1.1-12 213 2 31 L� 2h 21*3'-212-21 1 2 3[: ��213 3 3 3]4 3 31-4 5 31314 C�D E F,LG, 2 2 .2 2 2 2 2 2 2 2] � 2 2 2 2 1 2 2 2 Z 2 2 2 2- 2'['3- - 3 1-� 3 5 L3 15 3 4 �Jk _ - i 2 i 3 4 3 3[' 1 1 40.000 22 2 2 2 2 3 1361 4 213' 1 4� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21212 L i j 2 2 i 31 L T ARM 2 L2 2 2 3 2 2 2 3 2 3 3 4 3 5 PSF 7.91 — TABLE KEY: C,D,E.F,G, 2 2 2 'j 2 2 2 U 2. 2 2 2 1 2 1 2 2 2 1 2 2 2 T 2 2i -f I SI.-1- T L3 41',131 1 1 f 44.000 H,I,J,K,L MAX PSF ASM 2 2 2 2 2 -i2L223- 22 i 3 5 - 21 i 2 2 _ 23 2 3 212 3 5 2 3 2 4 2 1 3 314 3 13 '3 2 3 314 31'5 LE LIWED) PRODUCT RE ISED 2 lil]:2 Li F i i �ri 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2. 2 2- 2 2 .2 1 2 HEAD 2 mcoluplyirg.htfflFlolida 2 2 L -�1�1�13 2 3 2 4 2** 3' 3' il'4- : 33334233435[ 1--1 1 --11* 1 13 '3 4 41� 31-4 4 I'S' AB.M 2�� 21il1 B.fldingCod., J/ AS ABOVE 2 3 Acwpw=CN, PSF 79 79 4L pir.tion Daw MTG.RAIL 711!n 2 1,2 _2 �2 2 2 2 2 2.1 2 2 3 2 1, 2 1 AMB BELOW uY llv�I 1""1-313' 3'[4- "416 3f'4' 5'1*5 C,D,E,F,G, 2 2 2 2 D L Mi 48.000 H.1,JK.L 2 F2 2 272 21 ii I' MTG.RAIL 2 2121 3 4 314' 3 314" 5 5 AB,M 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 1 2 2 22 2F2 21'312JJ213 3�4 L 3f3ii ii 334 3l53f3l'314 416' 314 5-1*6 (FULL DP) aorto PSF 72 79 79 1 1 HEAD 2 41, 2 2 2 2 2 2 2 2 2 2 —3 2 2 3 2 2 3 3 2 3 -�P ......... Y�,, C,D,E,F,G. J; VB ABOVE 2 53.125 HIJ,KL -2T2 24 -2 F2 4 4 4 61'3'1' rVffrG. L 273 Y[� 2- 3 11-4- 11 i iP 3 *� i'3' 3' 4]�L� �1'3-'3--'4- -31-5* 3 1'3' �1­4'1 4-f6 )l * "l-i -1- '4' 5-['6 I* -- 2 2 -2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 IAMBS L 3 2 2 3 1_� 1 - 1 5463445 1 j 3 A130 -222222232422334' >- 3343423 j - - - .--3. 4 .3 33435334445; 334-­ 1- ''111MTGRAIL 7 Ff ra ANC,IORAGE SPACING, 1/1 WI IDOWS NO C ANGES THIS SHEET 070TECNN�,013Y.� VE J.J. 10M7111 I'D NOL ANGESTHISSHEET N.VENI. m-ior. ALU f.SINGLE HUNG WINDOV.,IMPACT J.R. 001/11 c C ANGES THIS SHEET P.O.89X 1529 X LY I P.E. v W. lch�uy D� NOKOMIS.FL 3427 Visibly setwr E Ft P.E.#58705 RK �7&&05 J.J. 22i,'07 SH70, P 2 2 2 2 RAI 3 4 3 4 13 2 2 BELOW 3 22 4 3 OR%) ONAI ANCHOR QUANTITIES ABC`!E MEETING RAIL(HEAD&J %MBS),CUSTOM FLANGED V NDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCI ORAGE NOTES: WIND IW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. 1.ANCH RTYPES: 1-114'ELCOTAPCON SUBSTRATE: 17.12,; 22.668 28.21' 33.764 3929( 44.839 50.38, 55.925 2-1/4"ELCO SS4 CRE 'E-FLEX 3-#12 SCREWS ANCHOR TYPE:-:- a 0 0 a 0 0 a 0 a 0 DIC4 0 co fn r4 01 C)co Olcl f) Z c'To Cl z 2.ANCHI R LOCATIONS ARE BASED ON 71 - FOLLOWING Clio,z -z ol 0 z z V)0 C4 z z V,0 z zmo z z 0 Z_Z 0 Z � co 0_z WINDOW IGLASS cj 0 0 cj 0 cq 0 0 cq cq - a Pf 0 0 8 a 0 0 0 0 0 DIMEb ;IONS: WIDTH TYPE 0; 0 C.) f) C) HEAD 181!2"MAX.FROM CORNERS DE,F.J. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS 17112"MAX.FROM TOP CORNEF 3 19.125 i . -- ---- 1 -1 11 K.L 2 '2 2 2 2 2 2 2 2 2 2 2 3 i 3 i '2' '4 3 11 IW MAX.ABOVE THE MEETIb 2 RAIL 6"MAX BELOW MTG.RAIL Z'"0 3 D,E.F.J. 24.000 15"MAX.FROM BOTTOM CORNE tS K.L 3 2 33 3 3 3 4 SILL ANCHORS NOT REQUIRED _ 1 1 3.DETEI MINE THE ANHCOR QUANTITIES OR CUSTOM 32000 D.E,FA I I 1 1 1 1 1 1 1. I 1 1 MEW ANDOWS FROM TABLES 7.AND I USING THE K.L 1 1 2 3 1 2 3 3 1 3 1 3 3 4 4 "4 iI 4 6 3 6 DIMEI SIONAL CRITERIA OF NOTE 2. U!ETABLE 7.FOR PSF 79 ABOV THE MEETING RAIL AND TABLE FOR BELOW. 37.0D0 DE,F, 1 2 1 2 2 1 2 2 -2-F—1 -72 4.AVAIL BLE SASH HEIGHTS FOR CUSTC I VIEW J, , i I i _7 1 2� 2] KJ- —2 -3 3 4 3 "3 3 -4�- 4 1 4 6 6 5 WIND WS ARE'12 51W MIN,TO 38"MAX S.TABIJ WIDTH AND HEIGHT DIMENSION kRE FOR PSF 79 79 79 -79 FLAN ED WINDOWS. INTEGRAL FIN DI IENSIONS ARE 40.000 DE,FJ.l 21_2 2 2 2 2 2 2 2 2 1 2 2 2 2 1"LE' 3. 3 1.4 '�.j 2 .1 2 ...2 KJ. -1 1 2 —2 -3 3 4 3 4 4 4 1 3 5 4 4 "5 6.DESA 14 PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 SIZE LOCKS OF THE ADJACENT TABU WITH ABOLD — — ITALI, IZED VALUE ABOVE THEM,INDIC ,TEA MAXIMUM 44.000 D.E.F,J, 2 2 2 2 2 2 —2 2-F2- 2 —2 2 2 2 2 DESIl N PRESSURE WITH THE QUANT!'f OF ANCHORS 2 ....... K,L —1 —1 2 2 3 3 4 1 4 4 .4 1 3 5 4 3 5 5 '5 5 1 4 1 6 SHOT N IN BOLD.OTHERWISE,THE Mi KIMUM DESIGN PSF 78 79 70 719 79 71 79 73 1 76 — PREff SURE FOR THE 3 79 2 3 9 L7 RESF *•CTIVE SIZE AND 48.000 D,E,FJ, 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 [-2 3 —1 —1 -2 —2 —2 —3 3- 3 1 ? .-1_.I_ ? I.�. GLA,t )TYPE IS 5 1 4 1 6 6 5 6 AVAI NBLE, 9 71 79 PSF 71 7' 63 tUb 66 77 69 1 69 Ti BLE 7.KEY: 53.125 2 2 3 1 t2 3 3 !,�E�'F.JJ. �2 2 _2-- 2 3 3 T—3 -TT7 3 MkX PSF L LIMTED) 112 ANCHOR QUANTITIE! AT JHEADM .IAMBS BELOW ME :TING RAIL,CUSTOM FI ANGED WINDOWS BAS! ON SASH HT. 2 TABLE 8. JA B ABOVE 2 SASH HEIGHT ffG.RAIL SUBSTRATE.--, 12.776 15.776 18.77( 21.776 1 24.77 27.776 30.7 3 31.106 ANCHOR TYPE.,, a 0 0 0 0 a o V a 0 6 ( ov) & o L) LLDP) 'j - 0 N z -zv00Nz z 0 z - zvl0"z -zvt0 _z , z HEAl z (10 z Z co 0 z 8 WINDOW 01, 0 8 '4 8- � 8 8 8 8 Cc 8 - � 8 8 8ag g-'s WIDTH ilp IB A130ME 47 PROT)U�Zw itlwFkddaRV SED 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTa RAIt°n , 24.000 2 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 L 2 2 3 2 2 3 2 2 Accepts No Sao -3200D 21-172 2 2 2- 3 2 2 3 2 3 3 2- 3 3 2 3 4 2 3 -4 2 3 37.000 79 , T BLE 8.KEY: aY 2 1 1 2 2 2 2 3 2 3 3 —3 --3-T-3- _1-3 40.000 74 MAX.PSF 2 T 27 -T 2 2 2 3 2 —3 3 2 3 3 3 f—3 4 3 3 4 3T—4 -4-1 jj--j 4-- Ll PLIMITED)FT172 44.000 68 78 JP 0 BELOW 1 2 1 LYMV 2 -F-3 F—3 MTG.RAIL 272 T 2 2 2 3 2 3 -4 48. 72 000 63 79 • EN 2 2 2 2 3 3 4 1 3 1 3 4 1 3 4-T-3 1 4 5 4 6 1 3 1 4 (FULL DP 2 )R2 0.58705 53.125 73 616 72 J1 AS BELOW -1 i 1 2 2 2 2 2 2 3 -3 —3 -4 3 1 4 1 4 13 4_ 5 3 4 1 5 1 1 5 5 1 3 t 5 WG.RAIL C) TMEOF LM. :E: c 4NGES THIS SHEET R"W&F :'Z"5 NO 10707ECkill D' VE ANC (0R4GE SPACING,CUST IM VIEW OL(loy JJ. I N,VENICE,I 312i §7111' NO C 4NGES THIS SHEET Rft.dE�l "' ��/ )NAI r ALUi I.SINGLE HUNG WINDOI IMPACT 7V, NOG ANGESTHISSHECT - lc;_ J.R. P.O.Box Ism T— -a �7w _7 15� P A.N Ifthig P.E. - '2n'� J.J. 0;&:., NOKOM19.FL3427 Visibly&tter NTS 10 4040-20 Fl P.EM 58705 F.K. W;'07 i R11 C �l a JUL a 8 qg% MIAMI•DADE ! Ef�'l��T(i� C MIAMI-DADE COUNTY RIMSt. Lucie COUnty, FL PRODUCT CONTROLSECTION 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 { I`V/YT,T-.•r. • YY/V Z1 AT/\ { \ • •. 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 - r . .. r. .• 1 1 •.. ��!_...! T\_]_ �_____�_ _._J _al___ _____ __.L___ _11-_.....1 L..aL.. A..aL....7a. 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 ofthe 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 IISGD-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 Lvnn 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 I...1,4:nn^^"Mannf:7lPrt/nf♦'unflnrr+6%ni-r f%rm Onf•P of fh;c"7'817 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 te ._ a: 1 ,.a 6,U-- ;4-.,L,.11 1.,,a.«,. .-"L r.. r 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 MIAMI-BADE Coutarr �` Expiration Date: February 17,2020 1412} 1� Approval Date: October 29,2015 ! Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (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 .\ • T ('/. T . —".-I T 1_r7 AAA AA 1. 1 VUL a-k—..J V1a. i f i... a++aaa.a wuavia a v.s.,rva a✓v, a s wv vfr i 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 LLVVL,�.11�i1JGLLVLL Vy i•�,x1w ituL1Vu 1b3L111r,LGLVVIGLLVI.Y, u1v., Al ilU-r. .z, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder 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 J) k YWIC W 111(1 rruSSUru LUttUMg pel-rDl., it%.a Luj-Y4 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) J. 1 CSL repurLs on: 1)111r.11MILUMU11 I USL,Pur rD%-, 11Ho LUZ-7-t 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 ManueI ere r ,P.E. Product Contro Ex miner NOA No. 15-1013.15 Expiration Date: February 17,2020 Annrnvai Date: October 29.2015 . E-1 --- - PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED n. IMO10 tUVI-4 I LVI Ubt)) 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-6001, FTL-6014, FTL-6015, FTL-60173 FTL-6023, FTL-6024, FTL-6025, FTL-60281 FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (61(omiueu unuer hull wu. uy-uozwf ul 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. 15-043 0.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5111 .LuiTion (lul4), aareu ui/.5wi:),prepareu oy manu ailuro, s1y11eu allu sumcu by Anthony Lynn Miller, P.E. (Submitted tinder 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). L. 1V1E11111�1HL l.L'LC i lP l l.Li 11 V1(O 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. i. a1H1L1V1L�1N' 1. Statement letter of conformance, complying with FBC-51b 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. . u. v 1 ii>eici� 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°41350.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 Approval Date: October 29,2015 E-2 TABLE A: SE ZIES 770, IMPACT F ESISTANT SLIDING GLASS DOOR Frame Min.Edge Mtn. Group Anchor Substrate Member Distance E1t111edn int INCLUDING F JCKETS&900/1350 CORNERS - -Concrete(m n.2.65 kat) 1dISIWJamb 1 e GENE F 1L NOTES 1 114'Elco Urmcon Intimated CMU,(ASTM 490) iamb only 2.112• 141,V 1)GLAD ING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DET JLS ON SHEETS 4&5. Gmub CMU IASTM C50,min.2 kai rout iamb only 2-112' 1314 2)DES iN PRESSURES: 114"Elco 410 S.S. Concrete(min.3.35 ka0 H Id/SIIVJamb 1' 1314' A.NEG ,TIVE DESIGN LOADS BASED O TESTED PRESSURE AND GLA(3 TABLES ASTM E1300. 2 CreleFlex Intimated CMU,(ASTM 490) Iamb only 2-112' 1-114 B.POS "IVE DESIGN LOADS BASED ON NATER TEST PRESSURE AND(LASS TABLES ASTM E1300. >.T.Southern Pine SG=0.55) H sd/SlalJamb 1• 1.395 3)ANC .ORAGE:THE 33-1/3%STRESS I (CREASE HAS NOT BEEN USE( IN THE DESIGN OF THIS 114"Eioo Ultmcon Concrete(min.2.65 k80 Head/SIll 1' 1318 PRODL 3T. MATERIALS,INCLUDING Bl r NOT LIMITED TO STEEL SCRE VS,THAT COME INTO CONTACT' Ingrouted CMU ASTM 490 lamb only 1• 1-1114' WITH( rHER DISSIMILAR MATERIALS,< 1ALL MEET THE REQUIREMENT i OF THE CURRENT FLORIDA 012,16-6 or 410 '•T.southern Pine(SG=0.65) H sdISI9fJamb 9116' 13f6 S.S.SMS, Aluminum,5063-W H adfsOVJamb 316' 0.063' BUILDI G CODE.FOR ANCHORAGE DE 'AILS SEE SHEETS 6-14. Steel,A38• H rdISIUJemb 318' 0.050 4)SHU TERS ARE NOT REQUIRED PEI FBC REQUIREMENTS,AS APP( CABLE. 3 (min.11 thmadelin) Steel Stud,A653 Gr.33• H adISO Jamb 318• 0.0451 5)INSI 1LATION SCREWS,FRAME SPI CES,FRAME AND PANEL CORP=RS TO BE SEALED WITH Concrete(min.3.275 ksl) H ad/slllJamb 1412• I-TV NARK( N JOINT SEALANT. 114•Ela 1"Ss. Jagrouted CMU,(ASTM 490) lamb only r 1414' 6)REF RENCES:ELCO ULTRACON,CF =TEFLEXAND AGGREGATOR N INS,ANSVAF&PA NDS FOR Aggre•Gator Gmub I CMU(ASTM C-00.min.2 kat grout) lamb only r 2• WOOD :ONSTRUCTION AND ADM,All AINUM DESIGN MANUAL. �.T Soullrem Pine SG=o.55 N adISIUJamb 1• 1318 7)THIS PRODUCT HAS BEEN DESIGNE ,&TESTED TO COMPLY WITH I iE REQUIREMENTS OF THE P.T.Southam Pine(SG=0.55) F adISHIIJamb 1 9116' 13/8' CURRI IT FLORIDA BUILDING CODE,II CLUDING THE HIGH VELOCITY IURRICANE ZONE(HVHZ). 012,Steel SMS G5, Aluminum,6083 T5• I• ed/SOUJamb ata' 0.063 8)DOC I SIZES MUST BE VERIFIED FOI COMPLIANCE WITH EGRESS F EQUIREMENTS PER CURRENT (min.II threadsAn) Steel,A366 1,4 adfSIlVJemb 316 0.050 FLORII A BUILDING CODE,AS APPLICA VLE. Sleet Stud.A653 Gr.331 F eNSIUJamb 316• 0.045' TEST I =PORTS:FTL-5980,FTL5993,F L-6001,FTL-6014,FTL-6015,FrL 8017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYON )THE METAL SUBSTRATE_ME1 (L SUBSTRATE TO MEET MIN. FTL-60 4,FTL-6025,FFL-6028,FTL-603' FrL-6033,FTL-6036 AND FTL-71 A STRENGTH AND THICKNESS tEQU1REMENTS PER CURRENI FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AL rHORiTY HAVING JURISDICTIO1 . "•P-HOOK INSTALLATION RE ;UIRES 2.893"MIN.EDGE DISTA ICE,REFER TO SHEET 14 FOR ANCH, R NOTES ALL SPECIFIC P-HOOK REQ( REMENTS. 1)FOR 3ONCRETE/CMU SUBSTRATE A 'PLICATIONS IN MIAMI-DADE C( UNTY,USE ONLY MIAMI-DADE I'OUNTY APPROVED ELCO ANCH( RS.SEE TABLE A ON THIS SHE T FOR EMBEDMENT,EDGE DIS 'ANCE AND SUBSTRATE REQUI .EMENTS. 2)FOF DTHER SUBSTRATE APPLICATI INS SEE TABLE ON THIS SHEEI NOA DRAWING MAP 3)W91 D BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.PROP :RLY SECURED,1X WOOD BUC S ARE OPTIONAL IF UNIT IS INSTAI -ED DIRECTLYTO SOLID CONC tETE.WOOD BUCKS DEPICTED LS 2X ARE 1-1/2"THICK OR GRE \TER.1X AND 2X BUCKS SHEEI (WHEN USED)SHALL BE DESIGNED TC PROPERLY TRANSFER LOADS 'O THE STRUCTURE.BUCK DEE GN AND INSTALLATION IS THE GENERAL NOTES.............1 RESP( VSIBILITY OF THE ENGINEER 0 !ARCHITECT OF RECORD&TO 3E REVIEWED BY THE BUILDIN( OFFICIAL. EXAMPLE CONFIGS..........23 4)MEl 1L SUBSTRATE TO MEET MIN.E 'RENGTH AND THICKNESS RE( AREMENTS PER CURRENT FL( (IDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE RE IEWED BY THE AUTHORITY HA' ING JURISDICTION. ANCHORAGE.....................6-1, 5)IF S .L IS TIGHT TO SUBSTRATE,GF )UT OR OTHER MATERIAL IS N iT REQUIRED.IF USED,NON-St- LINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6 8 MAX.' 4"THICK&3400 PSI MIN.,(DON BY OTHERS)MUST FULLY SUF 'ORT THE ENTIRE LENGTH OF HE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-' 1 TO TH .SUBSTRATE,AND TRANSFER HEAR LOAD TO SUBSTRATE.If SUBSTRATE IS WOOD,30#FEL PAPER OR MASTIC IS ELEVATIONS.....................15,1 I REQUtED BETWEEN THE GROUT AN[ WOOD SUBSTRATE,OR AS AP ROVED BY THE AUTHORITY HP PING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4 5 CROSS SECTIONS............18.11 PARTS LIST.......................20 Glass )awriptIon(Usted from Exterior to Into or) EXTRUSIONS....................21,: '- G3 711V Laminated:(2)Utes of 3116'HS Gla s with.090'PVB Interlayer +pproved ail tomplying with 16 GTA 9116'Laminated:(2)Wes of 114'HS Glas wlth.09T PVB inledayer �0 9 DESIGN PRESSURE iA71NG IMPACT RATING G4 7718'Laminated:(2)Ulae oi3116'HS Of a w(IA.090'SG Intedeyer NOAf7 G4A.9116'Laminated:(2)LIMB of 1/4'HS Glas with.009'SG Interlayer SEE TABLES 1.2 4 3 ON RATED FOR LARGE&SMAL alkml Dade G5 ::l'Laminated LG.:3118'T Exterior Cap+ IIT Air Space+711V Laminated;(2)Wes f 3/16•HS pass vAth.090•PVB Intedeye SHEETS 6.7 8 I MISSILE IMPACT RESISTANC G5A 1'Lamhmted I.O.:114"T Exterior Cap+5 IS*Air Space+7118'Laminated;(2)Wes f 3f16•HS Glass with.090•PVB Intedays - 6y GB.•1'LemineledLG.:3118 TExteriorCe + 18•Alf sPa oe+7/18•Laminated;(2)Wes f3/161HSpasswith.WSGIMedeyer GLAZINGNOTES: A, /7 G1'Laminated LG,;114•T ExtedorCap+F 16•Air space+7/18• d;Laminate (2)Wes f3J18•HS pass wlth.09D•SG Interlayer °ANN"=ANNEALED `.���pN�•�YNNGTT G7 7116'Laminated:(2)Utes o1`3116"ANN 6 Ise with.090'SG Imedeyer "HS"=HEAT STRENGTHENE ) a..• �}GENgF'•.,(; G7A 9118'Lemineled:(2)Liles of U4'ANN qi,a with.09or SG Intede er 'T'=TEMPERED 2 G8 1'Laminated LG.:3116'TExledor Cap+ 18•Air Space+7/78•Laminated;(2)Litss f 3718'ANN pass with.090'SG Intedaye "PVB"_.090"BUTACITEI' 8 3Y KUFtARAY AMERICA,INC. I•lo.58705 GSA 1'Laminated I.G.:IW T Exterior trap+t.16•Air Span+7118•Laminated;(2)Utes�f 3116•ANN pass with.090•SG Intedaye °SG"=.090"SENTRYGLA� 'KURARAY AMERICA,INC. _ tt s�.dr,�GENERAL NOi _SAiVDMAP �' TAfEOF SC V&40f6 A UPDATEDINIERLAYI iMANUFAC7UR4F, C () 1070 TECRROLOOYDRw F ' M VEMI:E FL 91279f(`S,,t OR......•�';� R pinylao 14�o SERIES 770 Al JM.SGD-!M IMPACT ";,`�/ONA1 `� E. d 22 o++c POTOi30 a.. X`(i 9MILLERP. JR a;;D/1t1/i4 a`r CERT.OFAURL 429799 ® SGA770 NT' 1 A P.E.058705 EXAMPLE "ONFIGURATIONS CONNGI RATIONS NOTES: 1)ALL C( NFIGURATIONS SHOWN ARE At 30 AVAILABLE AS POCKET ONFIGURATIONS AT EITHER C I BOTH JAMB MAX.UNIT WID 'H MAX.UNIT WIDTH LOCATIC 48 USING DETAIL'JV",`X."Kw OR'Ke INSTALLATION. EXAMP :4-PANEL XXXX IN POCKET(p) :ONFIGURATION CAN BE NOM.PANEL V'DTH NOM.PANEL V IDTH PXXXXP, �X)=OR XXXXp.OXXX IN POC :ET CONFIGURATION PER TABLE;3 1-3 f PER TABLI 31-3 CAN BE' XXXp. 2)9V&' 35'CORNER CONFIGURATIONEE C:ANBEA COMBINATION V- U EP OF ANY: STRAIGHT CONFIGURATIONS.v MAX.UI,13 1 IgRill- i MAX.Ul IT 1 3)FOR 1% )M.PANEL WIDTH,SEE TABLEc 1-3. A HEIGH' HEI% PER TABLF 3 1-3 PER TABU S 1-3 -V=OR RABLE PANEL. au -0-=INC�ERABLE PANEL, POCKET POCKET POI KET DETAIL LET ER f\ ---, I L----Jl I N:E L2-PANEL j�,—W=WOOC :)R METAL INSTALLATION &) \W "0'=CONCF -TE INSTALLATION IONS CONFIGURATIONS CONFIGURATIONS RArimis 6 SHEET NUt BER MAX.UNIT Wil TH — MAX.UNIT WIDTH DLO WIDTH=NON PANEL WIDTH-7" NOM.PANEL l"IDTH Nt M.PANEL WIDTH DLO HEIGHT=DO-R UNIT HEIGHT-10.125" PER TABL;S 1-3 PER TABLES 1-3 PANEL HEIGHT=L DOR UNIT HEIGHT-1.866" IS;�jc 14 1 da Mv MAX UNIT A 0 a 2Q.0— AX HEIGHT HE PER TABLES I cc PE ABLES 1-3 POCKET POCKET r 3-PANEL CONFIGURA 'IONS 4-PP SEL CONFIGURATIONS MAX.UNIT WIDTH AX.UNIT WIDTH NOM-PANELi/IDTH NCA.PANEL WIDTH PER TA131--S 1-3 PER TABLES 1-3 %ppronducomplyfagwIllilbb F-aFlorida W MAX,UNIT MAX.UNIT \j!t,�14 SEE I HEIGHT NOTE Ub.1 0 Product HEIGHT 1 3 1,,2 �wg ja I ME . L=jL RAT 19 1 --I PER TABLES' 3 TABLES 1-3 POCKET 5-PANEL CONFIGURATIONStNe.53705 9 TtYP. (OUTSIDE CORN RSHOWN, INSIDE CORNEI SIMILAR) 'A k CHANG68THISSHEEr ISITTAr OF 10707 CHNOL00YORNE zi EYAMPLECbNFIGUR TIONS EFL3$275 N.vEll (a11}" aleo0 SERIES 770 ALUM.SC. LM IMPACT A.LYNN CEW, OFAVTH.#29M sGD-77o I NTS 2 a gt:l IOE114 MILLER P.E. .22 j PGT0130 I A P.E.9 58705 EXA dIPLE CONFIGURAT DNS CONFIGURATIONS NOTES: MAX.TESTED, NIT WIDTH= 1)ALL CONFIGURATIONS SHO VN ARE ALSO AVAILABLE AS 355-7/16"@ 5"HEIGHT POCKET CONFIGURATIONS A' EITHER OR BOTH JAMB 300-1/4"@ 1 0"HEIGHT LOCATIONS USING DETAIL"Jv ',"J0","KW OR"Kc"INSTALLATII.N. NOM.PANEL WIDTH t ° EXAMPLE:4-PANEL XXXX IN P ICKET(p)CONFIGURATION CAI BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.O) OC IN POCKET CONFIGURATIOP CAN BE OXXXp. c t + +3 9 t 1 t c I 2)90"&135°CORNER CONFIC )RATIONS CAN BE A COMBINAI ON t to 9 + to a Mar OF ANY 2 STRAIGHT CONFIGL RATIONS. MAX.UNIT I j R y HEIGHT, t t + 9 / j�N w 3)FOR NOM.PANEL WIDTH,S '.E TABLES 1.3. 96"OR 120" h I s BLE POCKET i "O"=INOPERABLE APANEL, �`J _—_� "p"=POCKET 6-PANEL CON 'IGURATIONS 3 7 3 DETAIL LETTER MAX.UN f WIDTH /�'W =WOOD OR MET) _INSTALLATION ® "c"=CONCRETE INS' 4LLATION OM.PANEL Wiii c�t c SHEET NUMBER PER TABL +3 + to c i DLO WIDTH=NOM.PANEL N STH-T' 9 19 +9 t t DLO HEIGHT=DOOR UNIT H',:IGHT-10.125" t im s 8 t + t o qPANEL HEIGHT=DOOR UNI 1EIGHT-1.866" MAX.UNIT 6, 1 I ER TABLES 1-3 / I POCKET L111 —t, 7-PANEL CQt =IGURATIONS 3 7 3 MAX.U. IT WIDTH NOM ?ANEL WIDTH w 3 49M§A2 Pi:RTABLES 1-3 Jc 'I 4ppm,v ummplyl°sedt'ft Fll l d 9 1 9 9 Ic Co ems- I MP C UNIT I 13 i m 1 ade Pr°dud I EP:IGHT PERI ABLES 1-3 rf I / / POCKET � 1 8-PANEL CC 4FIGURATIONS —lea J "' No.58705 �� .� ms's �Ute•. STAiE OPPP lC/� SC 146=15 A NOCHANGESTMS MEET 10 N7�7ECHFl.�50R1VE EXAMPLE CC JFIGURATIONS . 'ves e.wuti SERIES 770A _UM.SGD-LM IMPACTw paeo-1669 IV--V- we A.LYNN MILLER,P. tea . JR ,10110114CERr.oPatrtr+429296 ® SGD•770 N'-S 3 d 22 PGT0130 A P.E.#58705 GLAZING DED ILS(G3, G3A, G4, G A, G5&G5A) 7111'NOM. 7/16"NOM 1"NOI'. 3116"HS I LASS--\ 3/16"HS GLASS• 3116"HS GLASS .090°PVB ,09( PVB .090"SG- 3116"HS GLASS 3116"HS GI 4SS 74 3/16"HS GLASS= 74 318"AIR SPACE 74 3119'T GLASS 82 82 83 EXTERIOR 3/4"NOM. EXTERIOR 3/4"NOM. GLASS a GLASS 55 314"NOM. BITE BITE GLASS BITE -'XTERIOR 50 � a 79 54 64 55 7/16"LAMI IATED GLASS,TYPE G3 7/16"LAMINATE )GLASS,TYPE G4 1"LAMINATED I.G.GL ,SS,TYPE G5 9116' VOM. 9116"NOM. 1"NO 1. 3/16"HS GLASS 1/4"HSG _ASS 1/4'HS GLASS- .090"PVB .090 PVB .090"SG-.k34 3116"HS GLASS 114"HS GI ISS 74 1/4"HS GLASS- 5/16"AIR SPACE 74 1/4"T GLASS Imo}— 82 `l 83 1 Ae 3/4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR 58 a BITE a GLASS BITE MERIOR 97 87a 79 (, 54 •pp:."cd mwwplylegwldAb 55 Flor.s .1dl gc Dnp NOI st 1 e Pmdaet 9/16"LAMA;IATED GLASS,TYPE G3't 9/16"LAMINATE )GLASS,TYPE G4A 1"LAMINATED I.G.GU SS,TYPE G5A Rya ! INNN M7 GLAZING NOTES: "ANN"=ANNEALED >G "HS"=HEAT STRENG'HENED50705 is X No. "T"=TEMPERED = "PVB°_.090"BUTACI ❑PyhY KURARAY AMERICA,I IC. C( "SG"=.090"SENTRYCI_AnY KURARAY AMERICA,INf '�3 ttAtW -SC 10/&2010 A - UPDATED INTERfAYERMANUFACTUREi 1070TECRNO N3YDRIVE I ILAZING DETAILS '� ;.�•.FLOR10?;,•`c N.VENICE,FL 4275 T. :t�,S'•..••.•• �``t�\ (011}48D•160P I; 'FRIES 770 ALUM.SGD- M IMPACT �NA1.ttt a.rwse a &rc Or"W"� owc A.LYNN MILLER,P.E. CERT.OFAL.H.#29MSO1}770 NT$ 4 w 22 PGTO130 A P.E.uSaTos JR t0/f0Ti4 GLAZI VG DETAILS(G6,GE Ili, G7,G7A, G8&G8 k) !"NOM. 7116"NOM. 1"NOM. 1116'HSGLASS- 3116" WN GLASS 311V ANN GLA S- .0901,se- — .090-S :116"HS GLASS- .090"SG 3/16r ANN GLA S- WAIRSPACE- 3116') qN GLA�S- n74 74 3/8'�IR SPAC - 311 "T GLASS 3116"T GLASS- 83 81 56 314"NOM. FXTERIO! 314, SS 0M. 3W NOR GLASS GL GLASS EXTE 3011 BITE BLE EXTEMOR BITE <a 79 c8o 55 - 1 LAMINATED I.G.GLASc TYPE G6 7/16"1 AMINATED GLASS,TYP. G7 1"LAMINAT M I.G.GLASS,TYPE GE 3/16"HS GLASS-- 1"NOM. 1"NOM. 9116"NOM. - 3/16"ANN GU 3S_ .090r SG 1W NN GLASS- — .090* 3/16,HS GLASS- .090"SG E (WAIR SPACE- n74 3/16"ANN Gu 3S_ 74 114"A IN GLASS 74 5116*AIR SPA( 1 4"T GLASS F\111 IX'T GLASS 83 83 (3/4�'NOM. EXTEFUG 314" IOM. & 56 GL tSS 3!4"NO 1, GLASS55 BITE B rE rG EXn�UORaba BITE < EXTERIOR 79 5581 z///////qT f 5) DSR NOAk T LAMINATED I.G.GLASS.TYPE G6A 9116"L AMINATED GLASS,TYP G7A 1"LAMINAT ID I.G.GLASS,TYPE G Miami Dado PeWnd GLAZI NOTES: fly, "ANN'= tNNEALED 'HS"=I- :AT STRENGTHENED "T'=TE IPERED "PVB )90"BUTACrrEPYhYKURAPJ (AMERICA,INC. No, 705 w . )O"SENTRYGLACty KuRARAY kmERICA.INC. rc z Vo 1,5� W! R..Br sc V 2201.5 A UPaA7-E0lNTWeJRLAYE MANUFACTURER 0, E OF 10707ECHWL00YDRIVE c::z GLAZING 50 M VEIWCE,FL XV5 DETI ILS SERIES 770AL.M.SGD-LMIMPACT /ONA\- .601 lj� -- q sw� V..ftw rA JR 110114 [�.= ® A.'LY.0;MILLER P'.E. CERr.OFAUTH.#29M $GD-770 :rNTI. 5 a 22 PGTO130 REA 58705 TABLE 1: TABLE 1A: Deslf i Pressure(DP)and Ancho Quantities Required,(for al approved Sill Height to Ma .(+)DP configuration►on Sheets 2&8) MI Kimum DP for all sizes:+60 -60 (Water hltltration sting) (May be limited by Table 1A) For comer astragal anchorage of 90"or 135'comer units,see sheet 1 Sill Riser Height ( Design Table appli s to GlassDoor Unit Height (Fiat or Box,noel Pn Inure,psf gp^ 94° 90 98° Sheet 17) Types 3,3A, 5A,7,7A,8 D, -7/8"DU 79-71W DLO 85-7/6'DLO Flush-1-112" 1 a a note 3 &IIA and the tile/Astragal Anchor Gr up Anchor Oro Anchor Groul Anchor Group Lav-2-1/T 48,87 types sh( vn below. 1 2 1 4 7 1 2 a 4 1 2 3 4 1 2 3 4 Medium-3.114" F 60.0 Hea 1 C4+1 +1 C +1 +1 C4+1 +1 C4 1 C4+1 +1 C4+ + C4+1 + C:4+1 C:4+ High-4" F 60.0 Zr DLC Jamb 8 8 I 8 8 8 E 8 8 8 8 a 8 8 e - 8 SEE NOTES 1-3 P-hook 8+7 6+7 E 7 6+7 7+8 7+8 7a 7+8 7+8 7+8 7+8 7+f1 7+8 7+B 7+8 7+8 11, 81 C4+1 CA+1 C +1 C4+1 C4+1 C4+1 C:4 1 C4+1 C4N C4+1 C4+ G4+1 C4+1 04+1 C4+1 04+1 30" a 8 1 8 8 0 E 8 8 8 a 8 8 8 8 8 6+7 6+7 E 7 6+7 7+8 7+8 7a I 7+8 7+8 7+8 7+E 7+8 7+8 7+8 7+8 7+8 ill C4+1 C4+1 C +1 C4+1 C4+1 C4+1 C4 1 C4+1 C4+1 C4+1 C4+ C:4+1 CA+1 C4+1 C4+1 C4+1 a36 8 8 1 8 8 8 F 6 8 8 8 8 8 8 8 8 6+7 6+7 E •7 6+7 7+8 7+8 7a 1 7+8 7+8 7+8 7+E 7+8 7+8 7+6 7+8 7+6OH LENGTH111 Cit+1 C74+1 C +1 C:4+1 C4+1 C4+7 c4 1 C4+1 CA+1 C4+1 C4+ C:4+1 C4+1 04+1 C4+136 C4+142" DU 8 8 S 8 8 8 t 8 8 a 8 8 8 8 8 6+7 6+7 1 �7 6+7 7+B 7+8 7+ 1 7+8 7+8 7+8 T+E 7+6 7+8 7+8 7+8 7+Blli C4+2 CA+2 C +2 C4+2 C4+2 C4+2 C4 Z C4+2 C4+2 C:4+2 C4+ C4+2 C4+2 CA+2 C:4+2OH RATIO t 1 48" DU 8 a J 8 8 8 t 8 8 8 6 8 8 8 8 8 O 6+7 8+7. 1 F7 6+7, 7+8 7+8 7a S 7+8 7+8 1 7+8 1 7+( 7+8 7+8 7+8 7+8 7+8 FOR EX AMI LE ON USING TABLE,SEE SHEE r 7. OHF'4710=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE B SED ON THE USE OF THE 3-1/4 SILL. 2)WHEN U. ING THE 2-1/2"SILL,POSITIVE 1 ATER DP IS 46.67 PSF MAX.WF EN USING THE 3-1/4"SILL,POST IVE WATER DP IS 60.0 PSF M X.WHEN USING THE 4"SILL,P( SFTIVE WATER DP IS 60.0 PSF h 4X(NEGATIVE PRESSURES UN HANGED).SEE OL I WIDTH= TABLE 1A. NC A.PANEL WIDTH-7' 3)4",3-114" WD 2412'SILL HEIGHTS ARE T STIED FOR WATER INFILTRATK V WHEREAS THE 1-1/2"SILL IS I OT AND MUST ONLY BE U ED WHERE WATER RESISTAN( E IS NOT REQUIRED.MAX.POS FIVE DESIGN PRESSURES SHO IN IN TABLE 1 MAY DL I HEIGHT= BE USED N •IEN THE DOOR IS PROTECTED 3Y AN OVERHANG COMPLYING KITH THE CURRENT FLORIDA E )ILDING CODE(SEE . DC )R UNIT HEIGHT-10.125" ADJACENT )IAGRAM):THIS CONDITION IS .OT RATED FOR WATER INFILTI 4TION. 4)SEE SHE ?TS 10-14 FOR ANCHORAGE SF ICING,EDGE DISTANCE AND EI BEDMENT INFORMATION. PA IEL HEIGHT= 5)DOOR S.:E TO COMPLY WITH CURRENT :BC EGRESS REQUIREMENTS 1 HEN REQUIRED. DC )R UNIT HEIGHT-1.866" 6)JAMB AI, -HORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2' OR PAIRS TO BE INSTALLED. toted ck P-hook Lo stile @Jamb Straight Astragal Lockstlle @ 90'Astra al Lockstile @ 139 Astragat Lockstile @ Assembly Straight Astragal Assemb 90'Astragal A ;embly 135*Astragal app,med.oconplylcsaltitlk Standar. Stiles Standard stile S1 ndard Stile Standard Stile Standard Stile Heavy-duty Te Heavy-duty Stile Heavt duty Stile Heavy-duty Stile Florida d g Date Standard Astragal Outside Com( Outside Inside 110AN1412. - Corner M ml Da a Prudue+ Corner + s11 w-r--�r� DY .Jl�+� Inside �a�( IYNN i 'y'-{{� Corner Outside \O.•.......40F ., Inside Corner 11 Corner :���•'• JoCMSF '•.FSP Part#60(Stile) Part 1161(SI e) Part#119(Out.) Part 61(Stlle) SY:; No 60705 c Part#[ 1(x2) Part 960 Part#60 Part#60 Part#118(C mer Part#1Parts 131&#32 Part#61 _ Part#67(Astragal) 20(In.) Receive (Corn.I Fxd Mount)I - �SrC.aer• } ptr xA. O CHANGES THIS SHEET 0010+°'Y ��)'.• ST TEO 7orearNolooronrvE DPANDANCHORAG.: %'(� •.,FCUR63P•'�(j�; I VENICE,FL 31276 „ ,. SERIES 770 ALUM. SGD-LM IMPACT /CtJF��1L� nom cera " a.w ow: ( I1)�d616a0 C a ax(m.e a mr- nw(e+,n a A LYMJrAII�LtR P.E. JR tmto/wI Tarr.0FAM-o2eu6 ® soo-no NTS E 22 POTn130 P.E#58705 TABLE 2: Design PressureDP)and Anchor Quantities Req Ired,(for all approved configure one on Sheets 2&3) @iaxlmum DP for 111 sizes:+601.80 For corner astragal anchorage of 90•or 135•comer units,see sheet 11 1 (May be limit 1 by Table 2A) Door Ur Height 4,4 ,applia6.61 to Glass types �, g• 96• 1(r 1W 114• 120' 4,4A,Q 61 7, A.tea 8&8A pe 6g-T/g•DLO 73.710'DLO 79• 1'DLO ----8-5—.?/-W—DL-0— 91-718'DLO B7-TIg' AO 103.710'OLO 109.718'1N.0 and the Stilt r below. types Anchor Group c or Ora Anct r Group Anchor Group nc wr Group Anchor coup Anchor Group Anc r Group sho t below. 1 2 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 4 a Slll C4+1 +1 C4+1 CA 1 +1 C4+1 + +1 CA+1 + +1 04+1 C4+ (A+ 04+1 + CAN CA+1 + +1 (A+1 + 4+1 C4+1 C4+ N C4+1 C4+1 + Girl C4+1 CA+ 24• C O Jamb B 8 8 1 B 8 B 0 8 a 8 8 a 8 8 0 10 10 10 10 10 10 10 10 10 10 10 10 0 10 t0 10 P-hook 6+7 6+7 6+7 6 ' 7+6 7+0 7+8 7+8 7+0 7H 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+g B+B g+B B+B Bag m 8+9 9+10 9+10 9+10 0+10 B 10 9+10 9+10 9+10 Head/Sill C4+1 CA+i C4+1 C4 1 5+1 G1+1 C'ri+1 CAN CA+1 C4+ CA+1 C4+1 CA+1 C4+1 04+1 C:4+1 CAN 04+1 C4+1 C4+1 C4+1 C4+1 4+1 04+1 G1+1 C 4+1 04+1 C4+1 C +1 CAN C4+1 UP 30' C 0 Jamb 8 0 8 1 0 8 B 0 8 0 8 8 a 0 6 8 10 10 10 10 10 10 10 10 10 10 10 10 6 10 to 10 P-hook 6+7 6+7 6+7 6 ' 7+8 7+8 7+6 7+8 7+8 7+1 7+8 7+8 7+8 7+8 7+8 7+8 8+8 6+9 8+9 8+9 B+B 0+9 )+B 8+g 8+10 9+10 8+10 g+10 i 10 9+10 8+10 9+10 Head/S16 C4+1 (A+1 C:4+1 Cf 1 CAN C.4+1 C4+1 C4+1 CAN CA+ 04+1 C4+1 04+1 CAN C4+1 04+1 CAN CAN G1+1 04+1 C4+1 C4N 4+1 C:4+1 C4+1 C4+1 C4+1 C4+1 ( +1 CAN C4+1 04+1 36• D Jamb 8 6 0 8 B 8 B 8 8 8 8 B 8 8 8 10 10 10fC4 10 10 10 10 10 10 10 0 10 10 10 P•hook 6+7 8+7 6+7 6 r 7+8 7+8 7+0 7+8 7+8 7+: 7+8 7+8. 7aB 7+8 7+g Tall B+9 8+B 8+9 B+B 3+9 6+8 9+10 9+10 9+10 9+10 i 10 9+10 9+10 9+10 tm tleadlSlB C4+1 C4+1 (A+t C' 1 GIN C4+1 CAN CA+1 CA+1 GN 04+1 CA+1 CA+1 CA+1 CA+1 CA+1 C4+1 CA+1 OiN CAN A+1 CAN CArt CA+1 C5+1 CSN C �+1 C4+1 C8+1 C5+1 a 4Y Jamb 8 8 8 6 B 8 B 8 0 8 8 8 8 8 0 10 10 10 10 10 10 10 10 10 10 0 to 10 10 1 .0P•hook 6+7 6+7 6+7 B r 7+8 7+8 7+6 7+8 7+8 7* Tae 7+8 7+8 7+8 7+8 7+6 8+9 8+8 B+B 8+B 8+9 8+8 8*10 8110 9+10 g+10 S 1(I 9+10 9+10 9+10 HeadlSIR C4+2 CA+2 C4+2 G 2 C4+2 C4+2 CA+2 C4+2 C4+2 041 C4+2 C4+2 CA+2 CA+2 CA+2 CA+; CA+2 C4+2 C4+2 Cd+2 S+2 C5+2 C+4+2 C5+2 CS+2 CS �Jamb 8 a 8 6 8 8 8 B B 8 a 0 a 8 8 10 10 t0 10 10 10 10 10 10 10 0 10 t0 10 P-haok 6+7 6+7 6+7 B 7 7+8 7+0 7+g 7+8 7+8 7+ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 0+9 B+g 8+9 9+10 9+10 9+10 g+10 110 9+10 9+10 8+10 HeadiSIR C4+2 Cir+2 C4+2 G 2 C4+2 CA+2 C4+2 C4+2 C4+2 GS•'C4+2 C4+2 CA+2 C4+2 C4+2 GF+: 54• ( 0 Jamb 8 8 8 6 e 0 0 8 8 8 8 8 8 8 B P-hook 6+7 8+7 8+7 8 7 7+g 7+8 7+8 7+8 7+8 7+ 7+8 7+8 7+8 7+8 7 8 7+0 HsedIS91 CA+2 CA+2 C`ri+2 G •2 CA+2 C4+2 C4+2 CA+2 CA+2 CA• :C%4+2 C4+2 CA+2 CA+2 + CS+; Not vailable in these sizes OI O Jamb 0 8 0 8 8 8 S 8 B 8 8 0 8 8 8 Pfiook 8+7 8+7 6+7 E 7 7+8 7+B 7+8 7+8 7+11 7+ 7+e 7+0 7+0 7+8 + 7+g NOTES D= EXAMPLE ON SHEET 9 DLO WIDTH 1)POST IVE PRESSURES IN TABLE 2 AF =BASED ON THE USE OF THE' 1/4"SILL. = 2)WHE I USING THE 2-1/2"SILL,POSiTI 'E WATER DP IS 46.67 PSF MAX WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITP E WATER DP IS 60.0 PSF MAX 1 'HEN USING THE 4"SILL,POSIT /E WATER DP IS 60.0 PSF MAX SIII Height to Max.(+) DLO HEIGHT= (NEGA VE PRES.UNCHANGED).SEE 1 %BLE 2A. (Water infilttetlon RaRng) OH LENGTH DOOR UNIT HEIGHT-10.1: 3)4',3- /4"AND 2-1J2"SILL HEIGHTS AF _TESTED FOR WATER INFILTR.TION WHEREAS THE 1-1/2' SIII Riser Height SILL IS IbT AND MUST ONLY BE USED VHERE WATER RESISTANCE IS 40T REQUIRED-MAX (+)Desigi (� w o = POSITi E DESIGN PRESSURES SHOWP IN TABLE 2 MAY BE USED WHE (Flat or Box,see F f THE DOOR IS PROTECTED BY Pressure, = OH RATIO 2 I PANEL HEIGHT Sheet 17) O DOOR UNIT HEIGHT-1.861 AN OVI RHANG COMPLYING WITH THE :URRENT FBC(SEE ADJACENT MAGRAM);THIS CONDITION IS Flush-1-1/2° see note: p NOT RI iED FOR WATER INFILTRATION lush- 1-112-11r +46.67 te 4)SEE iHEETS 10-14 FOR ANCHORAGI SPACING,EDGE DISTANCE AN 1 EMBEDMENT INFORMATION. 5)DOC t SIZE TO COMPLY WITH CURR NT FBC EGRESS REQUIREMEN 'S WHEN REQUIRED. [—Medium-3-1/4' +60.0 6)JAM ANCHORS ARE SPECIFIED -4' +60.0 ED AS HE TOTAL QUANTITY,DIVIDE B '2 FOR PAIRS TO BE OH LENGI 1 INSTAL .ED. SEE NOTES 13 OH RATIO=OH HEIGH THE FC -LOWING STILE&ASTRAGAL T' PES SHALL BE USED FOR TABL :2.SEE SHEETS 21&22 FOR P RT DIMENSIONS AND SHEETS 3&19 FOR ASSEMBLY DETAIL: Straight Astral it Lockstile@ 90'A tagal Locks[ile@ 35*Astragal Lockstlle@ ravedaammplyLarNYaa In ?dock P-hook ockstlle @lamb Assembly Straight Astragal Ass( ibly 90°Astragal Assembly 135'Astragal pp Florida Id g r Heavi duty Stiles Heavy-duty Stile ieavy-duty Stile Heavy-duty Still. Heavy-duty Stile Heavy-d :y Stile Heavy-duty Stile H. vy-duty Stile Heavy-duty Stile 0yk Standard Astral d Outside Outside C 'nee InsidLile r M ml a p�dpN etro! Corne Comer fi Ov t ` < ; \r ,t YNN n'1//l� Corner Out . NsCOr or Cor e jI�FPi ! �t F Part 116: (Stile) F rt#61(Stile) Pal 061(x2) Part 061 Part 461 Part#61(Stile part N61 Part#11 (Comer Part#119(Out.) pits#31&#32 Part 1161 %� No.56705 Part#67(Astra d) Part#120(In.) , Rea ver) (Co 1.&Fxd Mount) — sc 1ar2o16 A OCHNJGPSTHIBSHE T 1070TECiINOL(X1YORhE DPANDANCHOR iGE -,0 • T�E(��" sea: Fl VEMCF,FL 31276 raw 'r M1`��'•FCOFi%OP••^\G'\ ae �aNeB 1600LAI SERIES 770 ALL W.SGD-LM IMPACT ",S/pq� r?,. e.r,.°mr sure ere w..rvaa role. A! �l, I. P.E. F—JR-'�16 70/14 oor CERT OFAVIH.111�18� ® SOD 770 NTS 7 d PGT0f30 A P.E. 58705 T/ 3LE 3A: TABLE 3: Deal( a Pressure(DP)and Anchor luantitles Required,(for all ap)roved configurations on 8111 )ts 2&3) Maximu a DP shown below (III Height to Max.(+)DP For comer at agel anchorage on 90°or 136•caner Ate,see sheet 11 (May t limited by Table 3A) (Water Infiltration Rating) Door Unit Height S I Riser Height Table applies h Glass Types 4,4A, 60 84' 90° 6` 102° 108" (F Ll or Box,see (+)Design 6,6A,7,7A, E 4 BA and the SOIe/ -71—WO O —73-7/8'OLO 79-7/8'DLO DLO 81.71 LO 97-718, Sheet 17) Pressure,psf Astragal tyl is shown below. Anchor Oi up Anc ror Group Anchor Group ��Anet 6T3roup Anchor roup Anchor Group lush-1-1/2' sea note 9 1 2 4 1 2 3 4 1 2 3 4 3 4 1 2 3 11 2 3 4 Aw-2-1/2" +413.67 Des/n ressure +/-90- s t R8+9 +- Ps rdlum-3-1J4' +80.0 24° 17° Head/Sill C4+1 C4+1 C, -1 C4+1 C4+1 C4+1 C4+1 C4+1 i+1 C4+1 CA+1 C4+1 C4+1 C4+ C4+1 CA+1 CA+1 C4+1 +1 C4+1 C4+1 CA+1 C4+1 High-,r +9-0-0-1 DLC Jamb a B EI B 8 8 8 8 8 8 8 8 8 8 8 10 100 10 10 10 10 P hook 6+7 6+7 8 7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+i 7+8 7+8 8+9 8+9 .9 8+9 6+9 8+9 8+9 SI''=NOTES 1-3 Destgn Pressure +/--90. per +/-02.5 psf +1.75.0 psf 30" 23' HeadISl11 C4+1 C4+1 0 F1 104+1104+111 C4+1 CA+1 C4+1 :4+11C:4+1 C4+1 C4+1 C4+1 G4+ C:4+1 C4+1 C4+1 C4t1 C4+1 C +1 C4+1 C4+1 C4+1 C4+1 DL( lamb 8 B B 8 8 8 B 8 8 B 8 8 8 8 8 10 10 10 0 10 10 10 10 P-hook 6+7 6+7 e 7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 7+8 7+8 8+9 8+9 8+9 + r9 8+9 8+9 8+9 8+9 _ Design Pressure +/-90. per +1.82.6 per +1-75.0 psf m 29' HeaNSlll CA+1 CA+1 C r2 CA+21 C4+1 C:4+1 CA+2 CA+2, 74+1 C4+1 C5+2 C5+2 C4+1 C4+ CS+2 C5+2 C4+1 C4+1 C5+1 C .+1 04+1 C4+1 C5+1 C5+1 a '° DLC Jamb B 8 e 8 B B 8 8 B Et e 8 8 10 a 10 10 10 0 10 10 10 to P-hook 6+7 6+7 E 7 6+7 7+B 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 8+ 8+9 8+9 8+9 8+8 8+8 f9 8+9 8+9 1 8+9 8+9 Design Pressure +/-80.-psf +/-82.6 psf +/-76.0 psf OH LENGTH 42° 35' HeedfSlll C4+2 C4+2 C +2 C4+2 CA+2 CA+2 CSt2 CB+2 :5+2 C5+2 C5+2 C5+2 C6+2 C5+ : CY+2 CS+2 CS+2 C6+2 C5+2 C i+2 C5+2 C5+2 C:L2 C6+2 = DUI Jamb 6 B 8 B 8 8 B i b 8 10 8 8 8 10 B 10 10 10 0 10 10 10 10 0 P hook 6+7 7+8 i •8 7+a 7+B 7+8 7+Et 7+8. 7+8 8+9 8+9 6+9 8+9 B+ 8+9 8+9 8+9 8+9 8+9 +9 6+9 8+8 8+9 8+9 w Design Pressure +/-90.0psr See Na A below. +/$26Pat +1-760p st x O OH F2ATI0 z i = Oo 48" 41 Headisin C4t2 C4+2 C +2 CS+2 CA+2 CS+2 CS+2 Cfi+2 36+2 C5+2 C5+2 C5+2 C5+2 C5• ! 06+2 CS+2 Cf+2 C5+2 C6+2 C i+2 CS+2 C5+2 C6+2 (:6+2 0 DLI Jamb 8 8 t e 8 8 10 8 0 B 10 B 8 8 10 B 10 10 10 10 10 10 10 10 P hodr 6+7 7+8 8 T+8 7+8 8+9 8+9 0+9 8+9 8+9 R+9 8+9 6+9 9r 1 9+10 9+10 8+8 9+10 9+10 1 •10 8+9 9+10 9+10 9+111 FOR EXAMF .E ON USING TABLE,SEE SHEE 7. 1 OTE A:+I-90.0 PSF FOR GLASS 'YPES 4,4A,6,6A,7A, 8&8A; ' -87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE' RESSURES IN TABLE 3 ARE BA -ED ON THE USE OF THE 4"SILT DLC WIDTH= OH HEIGHT 2)WHEN USI IG THE 2-1/2°SILL,POSITIVE W TER DP IS 46.67 PSF MAX.WHE J USING THE 3-114"SILL,POSIT rE WATER NOI .PANEL WIDTH-7" DP IS 60.0 P1 =MAX.WHEN USING THE 4"SIL .,POSITIVE WATER DP IS 90.0 F >F MAX(NEGATIVE PRESSURE: UNCHANGE[ L SEE TABLE 3A. DLC HEIGHT= 3)4',3-1N'P JD 2-1/2"SILL HEIGHTS ARE TE TED FOR WATER INFILTRATIOI WHEREAS THE 1-1/2"SILL IS NI T AND DO, R UNIT HEIGHT-10.125" MUST ONLY iE USED WHERE WATER RESIS 'ANCE IS NOT REQUIRED.MAX. 'OSITIVE DESIGN PRESSURES ;HOWN IN TABLE 3 MN BE USED WHEN THE DOOR IS ROTECTED BY AN OVERHANG :OMPLYING WITH THE CURREK 'FLORIDA PAI _L HEIGHT= BUILDING CI DE(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT PA\TEC FOR WATER INFILTRATION. DO, R UNIT HEIGHT-1.866" 4)SEE SHEE -S 10-14 FOR ANCHORAGE SPP NNG,EDGE DISTANCE AND EM EDMENT INFORMATION. 5)DOOR S12 i TO COMPLY WITH CURRENT F IC EGRESS REQUIREMENTS W EN REQUIRED. 6)JAMB AN( {ORS ARE SPECIFIED AS THE l )TAL QUANTITY,DIVIDE BY 2 Ft R PAIRS TO BE INSTALLED. THE FOLLO LING STILE&ASTRAGAL TYPE: SHALL BE USED FOR TABLE 3, EE SHEETS 21&22 FOR PART IMENSIONS AND SHEETS 18& 3 FOR ASSEMBLY DETAILS. Interim : P-hook Lock tale @Jamb Straight Astragal Lockstile @ 90"Astrag: Lockstile @ 135° stragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Ass mbly 135°Astragal app—da.wuplylag..td lbs F10Ade AN IIIA ng o e Heavy-dutl,itiles Heavy-duty Stile Hear =duty Stile Heavy-duty Stile . HeavydutyStile Heavy-duty St a Heavy-duty Stile Heavy-4 nyStile Heavy-duty Stile oau Heavy-duty Astragal Outside Corner lnsl a 6Sie m�Prodw Outside Crneer InsideLYP1M insideCorner Corner Outside :.��.•'�rGEL1SF •'•FT '� Corner t'.•' Part g61(Stile) Part 961(Stll 1 Part 4, L(Stile) �: No 58705 it Part 1119(Out) ' Part 1161-x2) Part 1161 art 161 part 1168(Astragal) Part 1161 Part 11118(Co ter part 11120(In.) Parts 1 18,02 Part 1161 — Receiver) (Com.& Kd Mount) to IS =A�`• si ; sc 1dJa�zot,, a CHANWSTHISSHE r a �7ECNNaVoorGRrvE rSPERIE NDANCHORAG!' ;�� ' F(ownr •'���. N. TANGS,FL 96276 r1S 770ALUM. :IGD-LM IMPACT r ere erre a..taw wr A.LYNN MILLER,P.E. arnmer. 0wr NIL. sOn-77o NTS 8 a 22 PGTO130 F P.E.1es7os 6'.WT OFAUM rxtB?16 NO FRAME "7+8°P-H OK ANCHORAGE CONSISTS OI _ SEE"C5"CLUSTER SEE LRE MB )P-HOOK ANCHORS, SEE"C5°CLUSTER I' kX•UNIT WIDTH DETAILS,SHEET 10 SPLICE RED @ (PERPI NDICULAR TO GLASS DETAILS,SHEET 10 FOR .E ET CLUSTER DETAILS, FOR ASTRAGAL NOTE, RIOR PLANE)• EE TABLE 2.SHEET 7 INTERLOCK REQUIRES"C6" +.HEET 10 FOR INTERLOCK 2, MAX.O.C. KETS CLUSTER,SEE THIS AND 60°N 'ID DETAILS,SHEET 11 / x SHEET EE POCKET (8)P-HOOK ------- _ x x PANEL' IIDTH x x x x x e"MAX AMB MOUNTING x x x x x x x x STALLATION, ADAPTER 1 8'MAX' x x x x xx x x x x HIS SHEET ANCH'IRS MIDWAY 1 3"MAX. o SHEET 14 BETH :EN P-HOOK4 PAIRS OF ANC IORS&AT 3" 1 x=FRAME x ANCHORS toFROM TOP& i ANCHORS 96" (TOTAL8 BOTTOM o 74" i o UNIT zt"MAK. ANCHORS) z MAX.O.C.' ° HEIGHT O'C' PERJAMB 4.051° .TO OPENING i y& I 14"MAX.D.C. (7®=P-HOOK EDGE OF POCKET SEE o¢ i W---r Z ANCHORS x� DETAI(SEEJL I Ii 1 o t DET ILS'J&&'Kc', i sos �o� mo=P-HOOK BELOW) END PANEL SHE 714&PARTQ l o l %D MOUNTING F ANCHORAGE DE fAILS'J'&'K', I h 1 . ADAPTER 24"MAX. (2 ANCHORS) iEET 19 FOR '� I 3°MAXANCHORS x L---- W MAX. `000E��---��� _ 7• O.C. P-HOOK x x x x tit END PANEL ANCHORS END PANEL x' x x. x x x xx x x x x xx x . x' x x x 6'h'LX ANCHORAGE(SEE ANCHORAGE 77} �� AN ' x xx x x' .+2. �•;,+2„ SKETCH BELOW) (SEE SKETCH BELOW) ` .+2• `` �'+2' �'+2' ANCHORAGE �ANCHORAGE CENTERLINE 8 MAX••TY'. — ANCHORAGE ANCHORAGE ANCHOI lGE OF PANEL 1 2.04" 24°MAX EXAMPLI 5-PANEL.2 TRACK,90'OUTSIE E CORNER-pXXIXXO-EXT.MC )NT POCKET ANCHORAGE PLA O.C. 60"x 96" OM.PANELS,ANCHOR GROUP I IN CONCRETE SUBSTRATE(S E TABLE 2,SHEET 7) 6" SPLICE NOTE: _ NON-STRUCTURAL ANC ORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED I 1)AF 'ROVED ANCHORS:SEE TABLE a,SHEET 1 AS NEEDED TO ALIGN THE 2)At 3HOR LOCATION SPACING FOF ANCHOR QUANTITIES SPECIFIF )IN TABLES 1.3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HE W&SILL:8"MAX.FROM FRAM CORNERS.USE SPECIFIED CL !STER FROM Y7" OCCURS AT THE P-HOOK. NOM. INTERLOCK AF 'ROPRIATE TABLES,SHEETS 6 3 AT EACH INTERLOCK AND STI AIGHT AND CORNER MAX, PANEL - SEE"C5"CLUSTER Ac fRAGAL.LOCATION,PLUS SPEC FLED QUANTITY OF ADDITIONA INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 AE HORS PER PANEL. ADDITION, L ANCHORS 24"O.C.MAXIMUM FOR INTERLOCKoc.rw=^" AP :HORS AT THE MIDPOINT OF E D PANELS ARE ONLY � 5.64" "+2"ANCHORAGE RE )U1RED IF THE O.C.DISTANCE O THE NEXT ANCHOR y Cl ISTER IS OVER 24",OTHERWIS .ANCHORS ARE NOT RE ZUIRED AS PER THE FIGURE A RIGHT: E'm E ��_ 6"MAX. CENTERLINE Jfi QBS&P-HOOKS:6'MAX.FROM 30TTOM,21'MAX.ANCHOR PA 2 O.C.(JAMBS).14"MAX.ANCH R —2-TRACK OF PANEL 2 O. :. (P-HOOK)UTILIZING ANCHOF QUANTITIES FROM APPROPRu fE TABLES,SHEETS 6-8. SEE FRAME JAMB P- OOK ANCHOR DETAILS ON SHI ET 14. •Ppm uwmplylegatlY d* +2"ANCHORAGE ANCHOR PAIR REQUIRES SEE"CS"CLUSTER END PANE _ uA� d g j "C6°CLUSTER,SEE CENTERLINE CENTERLINE DETAILS,SHEET 10 OF ANCHORAC : HeAN • ) DETAILS,SHEET 11 �OF FOR ASTRAGAL r (2 ANCHOR ) g" trf ml sde PradoA Goe INTERLOCK ASTRAGAL 4.051" I "CENERLINE I MAX. � 7 • –� : —�� • • `��aN'I LYNN a -- _ - r ' . No.58705 'Y EXTERIOR `;' CE ITERLINE r2"ANCHORAGE CE JTERLINE Of DANEL 3 °+2"ANCHORAGEOF PANEL 4 Of PANEL 5 _ SEE 8IEET1 FOR OTHER INTERMEDIATE Al CHORS �'. iT:; S exOf �Vj sD to/elzots a OCHAWESTHISSHElT 1070 .c+rNotocPoarvE — ANCHORAGESPACIAMEUMPLEPLANS c'•.Fto;ID�.• �` N.VE rM FL34275 ma iC S� •HCl SERIES 770 ALUM.S, ID-LM IMPACT �''%�;c�N/. (ean rotcoo n°m,ey. ewa '� u ne w`=GD sN ! u..nrxn A A.LYP.E'#B 05 P.E. JR 10/1fUt4 ! CEF :OFAUTMl7H288 SC,6770 NTS 8 � 22 PGT0130 ASTRAGAL( R SPLICE LOCATION ASTRAGAL OR I (FOR SPI,CE ASTRAGAL 1 R SPLICE LOCATION 6°DIAG. INTERLOI K-�IF NEEDED INTERLOCKS CONDITI N,USE INTERLO K IF NEEDED 2. 4" 2. 4' CENTERLII E I CENTERLINE "C6"CLU ITER DETAIL) CENTERLI IE 3.5" 1.75" 6°DIAG. 1.75' 4"DIAL. F - 97- V7- MAX. • L EXTERIOR 2.04° _ 2.04' 2.04' 21° 1 - 5.64" MAX. EXTERIOR 3' 7" EXTI UOR 4°DIAG- 7° EXTERIOR 3.5" I O.C. \J 2 TRAC .FRAME HEAD/SILL C ' 2-TRACK FRAME HEAD/: LL v 2-TRAGI FRAME HEAD/SILL g ASTR GAL OR INTERLOCK ASTRAGAL OR INTERL )CK 4 AST R{ 3AL OR INTERLOCK 1 2-TRAM (USE 1 HERE 4 CLUSTER (USE WHERE 5 CLUSTI R (USE V SERE 6 CLUSTER FRAME JAMB - 6"Mj K. ANCHOR: ARE REQUIRED,°C4") ANCHORS ARE REQUIREC "C5") ANCHORS %RE REQUIRED,"C6') ANCHOR PAIR r r 4-TRACK ASTRAGAL %KR SPLICE LOCATION ASTRAGAL OR (FOR SP ICE ASTRAGAL )RL-SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLO �IF )N"NEEDED INTERLOCK--j CONDIT USE INTERLC )K IF NEEDED2( I" EXTERIOR`✓ ANCHOR PAIR CENTERU IE I CENTERLINE I 'C6"CLl ITER DETAIL) CENTERL dE 3.6" 3.5" 3.5"r 7" ANCHORS uIAY BE INSTALLED 21" EITHER IN 'HE EXT.OR INT. MAX. TRACK(IN '.SHOWN) 2.04" P35- IAG. O.C. 4.08" 4.08"I 2.04" NO1 :S:EXTERIOR �, 7„ EXT RIOR 4" )JAG. EXTERIOR 31-A L DIMENSIONS SHOWN ARE BASED ON MIN. 6"M J(. ALL )WED. 3-TRA K FRAME HEAD/SILL ` 3-TRACK FRAME HEADA LL 3 TRAC FRAME HEAD/SILL 2.F iR HEAD OR SILL SPLICE (5 AST I AGAL OR INTERLOCK P ASTRAGAL OR INTERL )CK Cad ASTFL GAL OR INTERLOCK LOC 1TIONSIANCHORAGE AT (USE NHERE 4 CLUSTER (USE WHERE 5 CLUSTI R (USE 1 HERE 6 CLUSTER 3 TRACK FRAME JAMB P-H OK SEE SHEET 9. ANCHOF 3 ARE REQUIRED,"C4") ANCHORS ARE REQUIREC "C5") ANCHORS ARE REQUIRED,. .) ANCHOR PAIR ASTRAGAL R SPLICE LOCATION ASTRAGAL OR II ASTRAGAL I R (FOR SPLICE FOR SPLICED 1 ONDITIONS ONLY: INTERLO :K-IF NEEDED INTERLOCK-] (FOR SF .ICE INTERCO K CONDITION, NOT CONDR JN,USE I USE THIS DETTAA NOT SPLICE LOCATION C6"CLI STER DETAIL) CENTERLI IE I CENTERLINE I CENTERLI E IF NEEDED -� 1.75" 3.5" - 3.5" 7' 3.5" 3.5" 2.04" 4"DIAG. 2.04" 4°I JAG. 2.04" aduampl71osa114 U9 Di t C 2.04" 5.37"1 AG. 4"DIAG. NI BEdt ProdoH 4.08" I 2.04° OI . "DIAG. I II EXTERIOR E%' m!m 7" EXTERIOR — 7" 3.5 ,y'�Y\•'�,�GENSI;•.•(,.���� 4-TRA;K FRAME HEAD/SILL 3 4-TRACK FRAME HEAD, ;ILL ID 4—TRACK FRAME HEAD/: ILL AGAL OR INTERLOCK a)ASTRAGAL OR INTER OCK 0 ASTRAGAL OR INTERL )CK _ No.58705 r (USE NHERE 4 CLUSTER (USE WHERE 5 CLUSI :R (USE W IERE 6 CLUSTER ANCHORS AF :REQUIRED,°C.6') _ ANCHOF:i ARE REQUIRED,"C4') ANCHORS ARE REQUIREI ,"C5") WITH&WITHOUT SPLICE CC IDITION _ >�ben ),'•, VNE1 sc 1 5 A to OCHANGE57N18SHEET f07oTECM xoornRrvE ANCHORAGE,EXAMPLE.:LUSTERS ,c•,;,�torlol.•'���;� owc rrMo:c N.VENICE, L 94276 nx .•... „„,,;� M14j480•1, O SERIES 770ALUM.SGD LM�IMPACT 11-��'�, simmer• omr: o wi RIF A.LYNWIL�te RE. JR 10/10/14 CERT LF UTN.I128296 SGO.770 NTS 10 d 22 PGT0130 A P.E.ii 58705 2.04" 2.04" INTERIOR 2.04'x'. INTERIOR 2.04" NOTE INTERIOR I TERIOR 7. 1.ALL )IMENSIONS SHOWN 8.94" ARE E 1SED ON MINIMUM ?4-DIAG. 4'DIAG. 3 5„ ALLOI 'ED. 6.12" 12" 3'5" 2.DE' ULS DEPICT ANCHOR INTERIOR INTERIOR 7" INTERIO INTERIOR 1 1 " QUAN 'TTY AND SPACING, 90 3. " 90° 3. " 1 `r'" EXTERIOR AND 1 OULD BE IDENTICAL EXTERIOR EXTERIOR 4 DIAG. 4"DIAG. FOR E RERIOR OR INTERIOR CORK :R CONFIGURATIONS. 3.5" 4" 3.5" 4" 3.5"° 3, 4 EXTERIOR „+1 ANCHOR 2.04^ EXTERIOR 2.04" - 7' 2,,q' EXTERIOR q" 2.04" 7" 8.94° EXTERIOR 90°CORNE _ f 1°CORNER 135°CORNER 135°CC RNER 2-TRACK FRAME H AD/SILL 2-TRACt.FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAI E HEAD/SILL CENTERLINE (USE WHERE 4 C, JSTER (USE WHI RE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 IR 6 CLUSTER OF PANEL ANCHORS ARE REQI RED,"C�4 ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,"C ANCHORS ARE I EQUIRED,"C6") 4 )8' ^+� ANCHOR INTERIC t ilf :RIO-Ft EXTERIOR 4.08' "+1'ANCHOR2.04" 4"DIAG. INTERIOR 4" 3.5" INTERIOR 7'41" ,7• 135° _ CENTERLINE 3 1 EXTERIOR I`-OFPANEL 3.5" "+t ANCHOR 4.08"4.08" 5.37 tAO 5.37" AG. 7" CEN ERLINIF 2 04" 34" 3.5" - OFF INEL 4"DIAG. EXTERIOR EXTERIORf-E 7° I 4" INTERIOR QN ^+2"ANCHOR 5' EXTERIOR ALL 91 'CORNER 135°CORN E t n VIEW; 7" 3-TRACK :RAME HEAD/SILL 3-TRACK FRAME H AD/SILL V I�CENTERLINE ('C6"ANCHOI CLUSTER REQUIRED ("C6"ANCHOR CLUSTE :REQUIRED I OF PANEL AT ALL 3• 'RACK CORNERS) AT ALL 3-TRACK CI RNERS) 4"DIAG. 2-TRACK 12AME HEAD/SILL INTERMEDIA E ANCHOR LAYOUT INTERIOR- 6.12" INTER{( 2.04" 2.04" 6-IT 3.5" q„ EXTERIt'24ERIOR CEN ERLINE INOF F WEL INTERIORg4"DMG 3.5„ U4' "+3"ANCHOR 4" 7" AG. ,Pa �•ea.,wmPiymawtule► Go " 4, j„ Fier 9 1 6.12" 6. NO, I EXTERIOR 1 4"DI3l 4�' 3.5" I 2.04" 7" 4" CEI TERLINE { LYNN EXTERIOR / 2.0 I OF ANEL ;���N'OENS l 30°CORNER 135°CORNEF �) E' ''•, 4-TRA(;<FRAME HEAD/SILL4-TRACK FRAME HE D/SILL 4--TRACK FRAME HERE SILL ("C8"ANCI- )R CLUSTER REQUIRED ("C8°ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR AYOUT \I No.53705 u AT ALL 1-TRACK CORNERS) AT ALL 4-TRACK CO HERS) (3-TRACK SIMILAR (SD 20FI�''\V� sc 1W8710l5 A OCHANGES THIS SHEET ---- CHM OQYME INCHORAGE,EXAMPLEC.:USTERS RIMBp E,* ' NVENIC�F 94276 ��'.Vn''�;COftIPH.•1�'9��\ 3ER1ES 770 ALUM.SGD- ,M IMPACT "8/n Is4�}49a�sc �^^ 0.4 abara am 0.L1/fJN MILLLP.E. JR-7m CERr.OFA iM N28288 ® soo-no NTS 11 d 22 PGTO130 A RE958705 INSTALLATIOI I DETAILS EMBEDMENT:SEE"ABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.1 F 3 THREADS BEYOND EDGE DISTANCE: EDGE f STANCE: EDGE DISTAD ;E: THE I ETAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TE ILEA,SHEET 1 SEE TABLE A, SHEET 1 2-1N6"' 2-1/16"' 2-1/ T'• N )TES: EXTERIOR 1/q�' 1!4" � 1/4" 1. iLLDDIMENSIONS MAX— MAX. S OWN ARE BASED o { S M EXTERIOR o r S M &l IIOR SHIM 0 1 MIN.ALLOWED. atE 2. KETAL OR WOOD EMBEDMENT: S BSTRATES MAY BE SEE TABLE A U ED FOR ALL FRAME SHEET 1 T PES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SM;ANCHOR TYP., S IEET 1. TYP.,SEE ANCHC 2 SEE ANCHOR NOTES TYP.,SEE ANCHOR -SEE ANCHOR NOTES SEE ANCHOR SE ANCHOR NOTES NOTE 3,SHEET &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &7 1BLE A,SHEET 1 IIAGONAL O.C.IS 2-TRACK FRAME HEAD 3 TRACT FRAME HEAD 4-TRACK FI AME HEAD N 4,V'(HEAD&SILL) Ax I WOOD INSTALLATION WOOD I STALLATION METAL INS ALLATION C 16-(JAMB)SEE WOOD ANCHI R TYP., 2X WOOD" WOOD ANCHOR T P., 2X WOOD SMS ANCHOF TYP., METAL TYP., 0:TAILS,SHEETS 10&11. SEE ANCHOF NOTES TYP.,SEE ANCHO` SEE ANCHOR NO'*4�CE: ANCHOR SEE ANCHOR N )TES SEE ANCHOR &TABLE A. HEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEI SHEET 1 3EE &TABLE A,SF .ET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANC iOR MIN.O 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NO 'E 5, THETAL SUBSTRATE 1(1/4"MAX.)I 1 SHEET 1� SHI ET 11-4+ T —L ------ (1/4"MAX.) (v4"r vc.)��._ EXTERIOR 1 L EXTERIOR EX-ERIOR� EMBEDI ENT:SEE (� 6666 TABLE/ SHEET1 2-1/16" 2-1/16"• 2-1/16"' EDGE DI MANCE: EDGE C STANCE: EDGE DISTf SEE TAE _E A,SHEET 1 SEE TABLE fSHEET 1 SEE TABLE A,SH ET 1 EMBEDMENT SEE TABLE A.SHEET 1. EMBEDMENT:SEE T. BLE A.SHEET 1 W2-TRACK FRAME SILL 6E�K 3-T rn WOOD INSTALLATION Ew WO DCI ISTAALLLATION WMIETAL INS' 4LLATION EMBEDMENT:SEE .- 1 TABLE A,SHEET 1 ]!GE DISTANCE: EMBEDMENT:SEE EE TABLE A, TABLE A,SHEET 1 SHEET 1 1( 2-1/16* DGE DISTANCE: METAL TYP_, EMBEDMENT:Si E SEE TABLE A, SEE ANCHOR TABLE A,SHEE''1 �i SHEET 1 NOTE 4,SHEET 1 2X WOOD EDGE DISTANCE 2X WOOD TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR 4pF wed of mmplylagwIIb& SHEETI 2-1/16" Flog Is d g NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., Dae SEE ANCHOR NOTES NO. i 2-1/16"' &TABLE A,SHEET MIN.OF3 � 'i epmdu atmi WOOD ANCHOR TYP., WOOD ANCHOR TYP., THREADS (IV, SEE ANCHOR NOTES' 19 SEE ANCHOR NOTES &TABLE A.SHEET 1 &TABLE A,SHEET 1 BEYOND THE .oN l EXTERIOR EXTERIOR METAL �, , F ice' 1!4"MAX.SH A If EXTERIOR I L SUBSTRATE \\CENgF p \/ Y 1/4"MAX.SHIM —►I --- 114"MAX.SHIM Nu.58705 •'� �_ ; CTB CB 4-TRACK BLATION .. CWO MEL WF WOOD NSALLTIONTA !.wear• oem: yy6,"I .aY �'�U STA,1:OF r!v!Z. SC 1CB12016 A CHANGES THIS SHEET 1070TECHNC CGYORNE JVCHORAGE DETAILS Vin. '•.!DLOR50P,.• ;\�� R�Drgym` N.VENICE,Fl 0.276 7 e i S ."" L1 tERIES 770 ALUM.SGD--M IMPACT (91 f}I60•f6P a w.vee ewle are a,wepxs an A.AW AILLVR P.E a Jfi!10/14 o"ro CERLCFM Jf.flMM ® sGlrno NTS 12 a 22 PG70i30 A P.E.068706 INSI'kLLATION DETAILS EMI =DMENT:SEE TABLE A,SHEET EMBEDME JT:SEE TABLE A,SHEET NOTES: EDGE DIS' ONCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCI =TE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED PERT, BLE TABLE A.! 4EET 1 ON MIN.ALLOWED. A,SKI ET 1 : 1/18"' PER TABLE 2-1116" PER TABLE ��— 2-1/16"' A,SHEET 1 A,SHEET 1 ,,;.I.. .—�, ., I/4�� •DIAGONAL O.C.IS FJ 'Et I 's..'.'• ••ti MAX. MIN 4"(HEAD&SILL RIOR s' j 1 SHIM OR 6"(JAMB)SEE EMBEDN =_NT: 114 EXTERIOR { 114'. ExrEwo j DETAILS,SHEETS a 1 g&,,. SEE TAF! E A, �� MAX. a MAX. SH ET'l SHIM SHIM PROF :RLY SECURED 1X CON( RETE ANCHOR TYP., PROPER Y SECURED 1X CONCREI :ANCHOR NP., PROPERLY iECURED 1X CONCF TE ANCHOR TYP., WO( D BUCK TYP.,SEE SEE) JCHOR NOTES& WOOD I JCK TYP.,SEE SEE ANCI DR NOTES& WOOD BU K TYP.,SEE SEE AP 'HOR NOTES& ANCH IR NOTE 3,SHEET 1 TABL A,SHEET 1 ANCHOR IOTE 3,SHEET 1 TABLE A, HEET 1 ANCHOR N( TE 3,SHEET 1 TABLE ,SHEET 1 ga 2-TRACK FRAM :HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD We CONCRETE IN: fALLATION Bc CONCRETE INSTALLATIC J CONCRETE INSTALLATION COI -RETE ANCHOR TYP., PRI PERLY SECURED 1X CONCRE 'E ANCHOR TYP., PROPEF _Y SECURED 1X CONC :ETE ANCHOR TYP., PROP :RLY SECURED 1X EE ANCHOR NOTES& WI OD BUCK TYP.,SEE SEE, NCHOR NOTES& WOOD LUCK TYP.,SEE SE :ANCHOR NOTES& WOC )BUCK TYP.,SEE TABLE A,SHEET 1 'ANC ,OR NOTE 3,SHEET 1 ABLE A,SHEET 1 ANCHOF NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHI R NOTE 3,SHEET 1 SEE I ACHOR p SEE ANCHOR SEE ANCHOR NOTE! SHEET JII NOTE 5, NOTE 5. — AN 1 " SHEET 1 SHEET 1 ( )� za. (1/4"MAX.) _ _ 1 (1/4"MAX) 1 EXTERIOR EXTERIOR •r E.TERIOR T _ - (t I CONCRETE �r 2-1/16"' 2-1/18' ' 2-1116" PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SE :TABLE A,SHEET I PER TABLE EE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SI =ET I A,SHEET 1 EMBE IMENT:SEE TABLE A.SHEET 1 A,SHEET I EM EDMENT:SEE TABLE A SHEET I 2-TRACK FRAM =SILL da 8-TRACK FRAME SILL ( 4-TRACK FRAME SILL Dc CONCRETE IN TALLATION Ec CONCRETE INSTALLATIC J \ c CONCRETE INSTALLATION EMBEDMENT: '.EE TABLE A,SHE T I ~ EDGE DISI INCE: EMBEDN :NT:SEE SEE TAB E A, TABLE/ SHEET 1 -`I SHEE' 1 EDGE DIE ANCE: PROPERLY SEC RED E VIBEDMENT:SEE — 1 _ SEE TAI,,LE A. 1X WOOD BUCK FYP., ABLE A.SHEET 1 SHEE �1 SEE ANCHOR N( TE 3, PROPE ILY SECURED .' EE 3E DISTANCE: PROPERLY SE URED i SF :ET 1 EE TABLE A. ♦ppror[d as mmplylugwili'ia 1X WO' D BUCK 7YP., 1X WOOD BUC ;TYP., Flor(dn Id g SHEET 1 2-1/18 l SEE AN ;HOR NOTE 3, SEE ANCHOR I )TE 3, CONCJCMU AN( AOR ���,� SHEET 1 £ IEET I TYP.,SEE AN( AOR now" CONIC.. ;MU ANCHOR 2- 116"• P_1/18•* NOTES&TAE -E A, a laml ada Pmdd ho TYP. SEEANCHOR CONCJCMU At 7HOR SH :ET 1 CON( RETE Itv NOI -S&TABLE A TYP.,SEE At �HOR OR C IU SHEET1 CONCRETE NOTES&TS IEET. CON :RETE EXT RIOR A,SF ETE � gN�•LYNNn1/z EXTE,tIOR I _OR CMU EXTERIOR OR 1 MU \'��r•�.��'ENSF''•!C '1/4"MAX.SHIM I_ PER TABLE ` A,SHEET 1 114"N JC.SHIM '-►•1 Ir— PER (ABLEA.S EET 1 I/4"ME C SHIM If No.58705 2 TRACK FRAI E JAMB ®3-TRACK FRAME JAMB 4-TRACK FRAME JAMB �^ CONCRETE/CI !!—INSTALLATION He CONCRETE/CMU INSTAL ATION E Ic CONCRETE/CMU INSTALLA ION _ 0 Gl ({ O fC= jT�F:C STAT OF I�SC 082016 A OCHMGESTMS4 ffiET f070TECHN000OYDRNEHORAGE )ETAILSKVEMCHNIXFL 0YT6 � i IES 770 A UM.SGD-LM IMPACT -,5/Ca."RT OFADTH•,29MDTTo Nl.i 13 d 22 PGTO130 A P.E♦F55705 JR ,0110114 INSTALL/ TION DETAILS NOTE& 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 SHEET ARE FOR WOOD FR/ AING TABLE A,SHEET 1 P-HOOK MOUNT SIG ADAPTER WATER CONCJCMU INFILTRATION PURR WOOD ANCHOF TYP., PURPOSESSESILLUSTRATIONLY.SEE o ANCHOR TYP.,SI.E SEE ANCHOR N TES TABLE A.SHEET 1 FOR EMBED LENT: &TABLE A,SHE T 1 28 ANCHOR NOTES:i ALL APPROVED SEE TA -LE A. (ALSO SEE T.?. TABLE A.SHEET SUBSTRATES. SI EET 1 28 ILLUSTRATIO ,SHEET 9) 1-1/4"MIN.EDGE DISTANCE DISTANCE:SI i':'.;`;z''''r. EXTERIOR 3.SEE TABES 13, TABLE A,SHEET I EMBEDMENT: ."-- .::':'' ' ', 2� SHEETS 6 B FOR SEE TABLE A "" P-HOOK MOUNTING REQUIRED P-HOOK 28 _ - ?;'..: AND P-HOOK EXTERIOR SHEET 1 ,..:,. :,, '• ADAPTER CONC./CMU MOUNTING ADAPTER PHOOK NOOD ANCHOR TYP., �L .•: •:`- ANCHOR TYP..SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES vv P-HOOK =^'`:.••'" •='=4 = ANCHOR NOTES&TABLE ALSO SEE EXAMPLE ET &TABLE A,SHE1 CONCRETE =MBEDMENT:SEE A,SHEET 1 ON SHEET 9. (ALSO SEE TYP. CMU PER TABLLEETABLE A,SHEET 1 (ALSO SEE TYP. LLE 1STFiATION,SHEET 9) 2.693"MIN. A,SHEET 1 EDGE DISTANCE ILLUSTRATION,SHEET 9) ® P-HOOK FOR U,E WITH FLAT SILL RISERS �I P-HOOK FOR USE WITH FLAT,ULL RISERS PARTS#18,42C #22 OR#24, \ )PARTS#18,#20,#22 OR 924, WOOD INSTALL kTION EXTERIOR M UNT SHOWN, CONCRETE/CMU INSTALLATII N INTERIOR MOUNT SHO1A J,• (SEE TABLES 1. ,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLEI IN FOR WATER w PINGS) INTERIOR 'ONDITION FOR WATER RATINGS) EXTERIOR CONDITIOt META TYP., P-HOOK MOUNTING SEE M :HOR P-HOOK MO INTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT: EE CMU PER TABLE NOTE 4,Sh EET 1; ADAPTERS IS TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN:OF 3 THI FADS TABLE A,SHEE-1 ANCHOR TY '. SEE ANCHOR NOTES&TABLE A,SHEET 1 ``` ' A,SHEET 1 BEYOND THE b ETAL ANCHOR NC TES ':........` ':...:r; ".•. (ALSO SEE TYP. SUBS RATE 28 &TABLE A,; HEET 1 EMBEDMENT: ,` :; ':- '`'': (ALSO SEE' YP. `!' ILLUSTRATION,SHEET 9) ILLUSTRATI 'N, SEE TABLE A, '- 1 2�J SHEET 1 SHEET9) EMBEI.MENT: ) SEE<;BLE A, DISTANCE: EE .�. I_7/4"MIN.EDGE DISTANCE 1EET 1 TABLE A,SHEET 1 30 30 � P-HO;AK SMS ANCHOR TYP.' EXTERIOR P-HOO :CONCJCMU EXTERIOR SEE ANCHOR NOTES nnANCF )RTYP.,SEE •pptave6ummplylrt�1r111thr &TABLE A,SHEET 1 V ANCHOR N( TES&TABLEC)5p u k' °M g / (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. pO#Dade Woduct ILL•USTRATION,SHEET 9) EDGE DISTANCE (A,SO SEE TYP. EDGE DISTANCE ILLUSTRAT )N,SHEET 9) 8y ija P-HOOK FOR U lE WITH BOX SILL RISERS �j ��PARP-HOOK FOR TS#19,#21,UE WITH OR#OX ')ILL RISERS `� 0�I I yNN 1/�•i,� PARTS#19.#2' #23 OR#25. ,a e METAL INSTALL %TION EXTERIOR CONCRETE INSTALLATION EXTERIOR ��•.•'�cEasF' (SEE TABLES 1 ,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT 7 FOR WATER R/ CINGS) ONLY FOR WATER RATINGS) ONLY =}` No.53705 rr z penQBy. ',.RwtMF GbnNflrc '-�Cfi, L✓rca o . wL�/`r 107 ANCHORAGE 0CHANGESTHISSHEETsc nrzlS O YDRIVE �' R"�0b"r N.1%VICE FL 34T76 isr �(� •• ...... .,0� �,,, ,� SERIES 770 ALUM— .: 3D-LM IMPACT s,..eu+"`n+a > .: A.LvNH-MILLER E. �✓R 1W70/14 �`� Q'I.T.OFAUTH.MAM ..R sGD•7T0 NTS 14 *22 _ PGT0130 A P.E.058705 CON.=1G. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANE .WIDTH HEADER DETAIL'A', +DLO TYP.PER TA`.'.LES 1-3 WIDTH INTERIOR SHEET 18;INSTALLATION Gn DETAILS'AW&'Ad, \ EXTERIOR SHEETS 12&13 30" PANEL PANEL PANEL PANEL CORNER DETAIL'N2' TYPE TYPE SHEET 19&CORNEF , TYPE as. AS' Tic ANCHORAGE SHEET 1 A, MAX.UNI MAX NOM. MAX. HEIGHT INTERLOCK DET IL ' PANELPANEL DLO PER 'M',SHEET 19 HEIGHT ' VIDPE TYP. HEIGHT TABLES EXTERIOR INTERIOR SEE PER NOTE 2 FABLES 1-3 1-3 a JAMB DETALLAI ION ET :ET 18;INSTALLATION DET. ILS X X GW&'GD',SHEETS 12 ,13 80" SILL DETAIL'D',SHEET-,3; - INSTALLATION DETAI S EXAMPLE:90` INSIDE CORNER,4 PAA =LS-XX/XX 'Dw+&'De,SHEETS 12& 3 -' SILICONE BY OTHERS DLO WI[ TH=NOM.PANEL WIDTH-7" DLO HE 3HT=DOOR UNIT HEIGHT-10.'-15" PANEL I EIGHT=DOOR UNIT HEIGHT-1366" #8X V ND X 1-1/2" PH SM- IH SMS It 4PArovtd u tomplyingvdlk;s Rod& Ins Dnk Q, OAH PANEL CORNER FR/ ME CORNER Ntom, oatrma � DETAIL DETAIL Dv NOTES ` `�y LYNN 1)SEE. HEET 17 FOR INDIVIDUAL PANT _CONFIGURATIONS AS APPLIC .BLE.SEE DP/ANCHOR TABLES SHEETS 6-8 FOR MAX. �•����•'o�OENsg PANEL-IEIGHT AND WIDTH.SEE SHEE• 3 18&19 FOR SECTION DETAIL ;AND SHEETS 12-14 FOR INST/ -LATION DETAILS. 2)(1)U.CK(ITEMS 75&107-110)AT E A, H LOCKSTILE,LOCKING INTO H :EPER(ITEM 103)AT FRAME JA IB OR ASTRAGAL. %� No.50705 3)PLEA BE SEE APPLICABLE ASTRAGAI &INTERLOCK COMBINATIONS ER DP/ANCHOR TABLES. _ = Rsrse�: ci r %AO f NE�sc ; di20+B HANGE3TNlss EET 1070 TECNNOLOOYDRIVE ANCHORAGE, IETAILS/EXAMPLEELEb.'�TIO N.VENICE•FL30271.c�, o; /�„�„�,� SERIES 770 Al UM.SGD-LM IMPACTsm. + 4+Ma- rt r. A.LYILL,RE w.. 0;.v CERT.OFAVIN.A29M O SC'0.770 NT.; 15 a 22 POT0130 A F.EA58705 CON F G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS: HEET,SEE NOTES ON SHEET 1 M',SHEET 19 OPE ABLE JAMB DETAIL'G3',SHEET 18; i �� l;�-INST .LLATION DETAILS'Gw'&'Ge,S EETS 12&13 MAX. IXED: Jv18 DETAIL'G2', T�AETRAL ,L HEADER DETAILHEAf ER DETAIL'A,SHEET 18;A',SHF ET DLO JAMB DETAIL'G3',SHE T SHEET 8;INSTALLATION ETAILS L1'& 18;INSTALLATION DETA -S'''���777 INST LLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DET, ILS DETAIL 'G%V&'Gc', L2,SHEE rig 'Axl'&'Ac',SHEETS 12 t 113 �SHEI TS 12&13 TYP 'Gxr&'Gd,SHEETS 12, 13 SHEET.' 12&13 90° 1 EXTEf..OR INTERIOR 'PANEL PANEL PAI EL PANEL PAI EL PANEL INTERLOCK DETAIL TYPE TYPE TY 'E TYPE PANEL PANEL R' 'L' '1' A' 1Y E TYPE TYPE TYPE M',SHEET 19 MAX. CS' 'OS' K MAX. ' 90°OUTSIDE CORNET UNIT DETAIL'N1',SHEET 1f & NOM.PANEL /Y HEIGHT NOM. HEIGHT WIDTH TYP. PER S!D'SHEET PANEL SEE TAB ES PER SHEET CORNER ANCHORAG. N oC SEE TABLES MAX WIDTH TYP. PER 18: NOTE 2, E _O NOTE 2, 1-3 DLO PER 1-3 INTERIOR HE 3HT TABLES 1 3 SHEET 15 INSTALL HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR a E > a 'DW&'De, t � a NOM.PANEI O X X SHEET812 a X WIDTH TYP ` &13`, X X PER TABLE: I J� v' MAX L !IT WIDTH -- MA,:.UNIT WIDTH 1-3 SEE RAMS& PANE CORNER SILL DETAIL'D',SHE T 18; MAX.UNIT WIDTH" CONS RUCTION EXAMPLE:I )XXX INSTALLATION DE AILS DETAIL ;SHEET 152( TRAC rove&'De,SHEETS 1 &13 EXAMPLE 90°OUTSIDE CORNER -XX=(2-TRACK) JAMB DETAIL 1',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DE AIL`V.SHEET 19 INSTALLATION IETAILS'Iw'& L2,SHEET 19� 1 INTERLOCK DETI L'M',SHEET 19 'Ic',SI EETS 12&13-\ SHE \DERDETAIL - JAMB[ =TAIL'H2',SHEET P-HOOK lETAIL'J'&'K',SHEET B',SHEET 18; , i �.' 18 INS ALLATION DETAILS 19;INSTP .CATION DETAILS'Jw, I ISTALLATION JAA 3 DETAIL'12%SHEET 18;INSTAL ATION HFA )ER DETAIL'C',SHEET DETf LS'By/&'Bc', DE \ILS'IoY&'Ic',SHEETS 12&13 18;I IST ION DETAILS Hw&' c',SHEETS 12&13 J ,'Kw&'Kc',SHEET 14 SI SETS 12&13 'CIA &'Cc',SHEETS 12&13 MAX.U !IT WIDTH —� MAX.UNIT WIDTH 1 PANEL PANEL PANEL PANEL 1 PAI EL PANEL PANEI PANEL TY 'E TYPE TYPE TYPE TYPE TYPE TYPE TYPE � 'I , 'F 'F'' 'P' 'R 'L' 'M' IF MAX. NOM. NOM. MHEIGH'.'T PANEL i a i PANEL HEIGHT Flo old PP PMeYaNhlb PER — WIDTH TYP. < 1 I WIDTH T '. PER UAW 11 TABLE: MAX. /SEE PER 1 SEE MAX. PER TABLES y�NOA# 5owlLQL�-51 1.3 DLO NOTE 2; DLES `�' p• =2 DLO TABLES' 3 1.3 w I HEIGHT e� HEIGHT SHEET 15 y I SHI °T 1 a X X O LYNN 1y7� G O X X i! � ���'C�.•'��CFIJgg''��.� i EXAMPLE:OXO C<p SILL DETAIL'E', 'HEET 18;x✓ EXAMPLE:XXXO 31LL DETAIL'F,SHEET 18; f r No.50705 3 TRACK,RIGHT I OCKET INSTALLATIO I DETAILS S.-TRACK,BY-PASS) INSTALLATION DETAILS /I ( -� Ew'&'Ed,SHEE "S 12&13 FxI&'Fc',SHEETS 12&13 = 0'• K•!D rov,a�a: n.,enm arolac �� . SO 1(6:,..2015 A O CHANGES THIS SNE T fOIOTECHNO100YORME EXAMPLE ELEV. MONS �t�'•, 1'E P, vavl Fc 25 SERIES 770 ALL W.SGD-LM IMPACT .' psSIOh,AA�P�\�C� (811)4001500 ws A.LY.E.05 705 P.E JH 1G'0714 CERT.OFAUM#20196 ® SGD-M NTS , 16 -22 PGT0130 A P.E 05870.5 PANEL'S SIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSnLE ASTRA AL ASTRAGAL ASTRAGAL At 'RAGAL INTCORNER EXTCORNER :XTCORNER INT CORNER EXTCOR ER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT 1 JX IN 90 LOCKSTILE 90 LOCKSTILE XI RECEIVER 90 RECEIVER 90 RECEI ER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE W/HANDLE BOX O T 60X IN WI HANDLE W/ IANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE Wl HANDLE W/HANDLE --p[ n #118 11a 1 #31 _� + — ] #120 N71 #at #118 Nal ygi/ #6t Nat SINGLE IN L TR TQ TC M TV TW ORU1.OF:K F PP K Xwo INTERLOCK 8 E P A CC IC SQ SC SA SV SW IN (=our 0XV0 5�E RR R S FD R ' FV FW (emc 0 M=" LOCKSTILED M J J Wl HANDLE (90Xc D (eoXP7 I,1.( ASTRAGALLR PANEL NOTES: w/OHHAONDLE Ieoxoim 1.SEE DP TABLES 1-: SHEETS 6-8 FOR PANEL ASTRAGAL SIZES&DESIGN PRE .SURE. BOX IN W N 41NTI xIDR RIGHT 2.PANEL TYPES N01 SHOWN OR CROSSED OFF J W/HANDLE (BOX go PANEL PANEL ARE NOT REQUIRED OR ANY CONFIGURATIONS (— ASTRAGAL � T U STILE � T RIOR STILE AND ARE NOT AVAILi 3LE. 0) BOX Our 3.90"ASTRAGALS T( USE HEAVY-DUTY STILES (BOXOM (aoxWO (#61),CORNER RECE JER(#118)AND EITHER WASTRAGAL T / / PANEL"E'SHOWN.SEE TAB E FOR OTHER PANEL TYPES A ID EXTERIOR(#119)OR NTERIOR(#120)CORNER eox nu CJ APPLICABLE STILEIASTRAG/ -REQUIREMENTS. ASTRAGALS. �`"/ ma+Iea 4.135"ASTRAGALS.1 )USE HEAVY-DUTY STILES J ClINT CORNER RT V (#61)AND CORNER F )DON(#31). 90 LOCKsnu J Wl HANDLE 1 2 .232" w EXrCOR EF SII.L RISERS OPTIONS 232" Z 90 LOCKSTIU [I-' QT QS — ,232' EXTERIOR Q W/HANDLE 1 EXTERIOR •062' n' EXT E.., ^T ^^ � �2• EXTERIOI � 182' 90 CORNEt `/.J- !V"V` E .TERIOR />,_ ,062' 4.055" Wl HANDLE �(-� 2.555' 3.305 Ntta � nQ � INT CORNER V61\119I 1.567'�� 1 U U 1 i 90 REC DLEF A l AS . DF WI HANDLE 1B EXT coRNEF N; CF 18�I I USH 1LL ER2FLAT` 20 LOWR2, /2"FST 22 MED MEDIUM,31. AT 24 H GH,,VSILL ER,FLAT 90 RECENEF +�" E7(T CORNEF N31 - 750' If-.750' 4MIE �at.tomPMojw11►IE+. 135 RECEIVE' VT VS VF _ 7�. - EXTERIOR aW/HANDLE #61 EXTERIOR I .062"NTCORNER E :TERIOR EXTEPi R -.062" 4.055' Prvd5u hOE 35 RECEIVE]' WT WS WF <3 .06Y 3 06' W/HANDLE #6 062• pQ p� 2.655' 1.56r LJLJ� 1 - �rl0f—UU J GENSfi ENS,. �1 •'•.FP )ILL RISER.BOXI' SILL RI ER,BOX SILL RISER, IOX O SILL RISER,BOX 19• 'LUSH,1-11T 21 LOW,2.112' 23 MEDIUM,3-1 4_' 25 HIGH,4" �( I.o.58705 'NOT VALID FOR WATER It =ILTRATION RESISTANCE REQI IREMENTS,SEE SHEETS 6-8 ;1 C a Sc f0/a120f6 OE OF CHANGESTHISSHEET = PANEL TYPES U 10787 WIVOLOGYORNE �(��'•.;�CORIOP,•''(a\`� (9mzn m R 3e275 SERIES 770 ALUM.S( D-LM IMPACT ,`S�IONF,i.G�� (set}4 t rso# arSGD art 1 a.wvaa ^a A.Z1REN 58705 P.E. soDno NTS 17 22 PGT0130 A P.E,a5s7os JR 10/10/!4 CF3i) DFAE1f1L F29296 AS: EMBLY DETAILS (SEE HEETS 12-14 FOR FOR INSTAU,NTION DETAILS) t0E FULL PANEL JAMB LENGTH 60OR 61 105 r. 100 FULL JAMB( rH 14 LOCK F IRT 14 T581t':iiw 47 t 6t 11 5 60 OR 61 G1 80 OR.�1 2-TRACK JAMB is 5 2 TRACK JAMB (SHOWN 5 SEE DETAIL 1 CLIP#105 WITH LONG � FOR FIXECFir 113 105 Q Nt RETAINER#106 OPERABLE PANEL CLIE LOCK P:. MIDSPAN SHOWN WITH PANEL) IL 75810-010 =IXED PANEL TO r� LOCK PART r SEE DETAIL G2 5 THE INTERIOR) �+yEXTER )R 103 113 758107-11') 103 FOR FIXED �+yEXTERIOR PANEL CLIP V 103 61 14 19 5 112 16 #10 .314" 123 FULL LENL TH 6 G4 17 . SA ;,X 3 OF JAMB 2 TRACK JAMB 2-TRACK JAMS EXTERIOR EXTERIORSO OR 61 ,13,g. 2t.R CLIP#60 OR#105 st t W/SEEN t`1IE <rewoR �/ 6"L( JG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4 IRRACK JAMB 4-TRACK Jr NB c (SHOWN WITH (SHOWN WITH �(,-TOWN WITH �(SNOWN W CH MIDST AN 80 FIXEDW PANEL TO Ht OPERABLE PANEL H2 FIXED PANEL TO rf F CED PANEL TOW OPERABLE IANEL) �— tso oR s1 THE EXTERIOR) THE EXTERIOR) T IE INTERIOR) EXTERtO '.EXTERIOR 2 112 1 3 4 45 b 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a SHOWN WITH2-TET CK WtSCREEN KVFRAAME HEAD KVFRR ME HEAD HEIGHT P R OPT.SCREEN �FRAi E HEAD TRACK TABLES•3 53 00 69 69 EX7ERIOF 52 51 EXTERIOR j A 72 OR T3 a 72 G i 73 72 OR 73 A 11 a PP+ure4�,g 46 113 0 10 D�48 47 0 8 NOA# 61tem1 Dpde Product Gorr pE - XTERiOR 112 5 113 113 1iY IYNNd9 i11 0a.�iceozs .. 2=TR ,CK W/SCREEN 3 TRACKLACK �'��• �' � O FRA!E SILL FRAME SILL �q-1FR SNE SILL yt 'ITE A 61 SHOWN,ITEM 60 ALSO API LICABLE,SEE TABLESfr- i 13, HEFTS 6 B FOR DP(PSF)ASSC:IATED WITH STILE. - 1 n SC 1W82015 A OCNRNC;F3TNA SHEET °iot'r"` � �• STArI TO �Jl 10707ECHNCLooYDRIVE VERTICAL S :*CTION DETAILS ✓'n a.m KVERtCA.3{?Ta CORIOP. NC? tB11}IB41600 SERIES 770. (LUM.SGD-LM IMPACT '�i,;�C)NA � ;``� p JR,X10/14 - CMOFAU(MA292AB ?T- a BO 770 r rs ,B «22 PGTo1a q A.LYN4MLLW-�E. �_— P.EJF58705 ASSEM 3LY DETAILS (SEE SHEET 3 12-14 FOR FOR INSTALLATIOf DETAILS) L--RIO 61 113 118 28 28 30YV _ 113 63 63 27U iO3 C6O IR 61 n26 29 60 OR 61 27 14 65 62 111 63 BOOR61 yg 66 - 65 Or EX M!51R 62 ,.`}EXTERIOR 82 EXTERIOR INTERIOR EXTERil R EXTER12.�: (TP-HOOK FOR FLAT SILLS P-HO K FOR BOX ILLS 1mrERioi;- ID J FEW,OR—INT.MOUNT) E MOUNT ONLY sw 60 OR 61 �O RT LO I k6l 2. 65 OR .7LXT RIOR T L QQJK IRA V 1.1111117-11 4 — 75&107-110 *07 mo 6 INTERLOCK 5JK 1 LOCK 1 POO (L 14 113 8 113 6D 61 EXTEF DR EXTERIOR 15 1 17 68 113 103 1 5,9 EXTERIOR 7 16Eh:TANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAf AL#68 90*0 31DE CORNER 90-INSIDE CORNER ITEM#61(HEAVY-DUTY fITH STANDARD STILES#60 WITH HEAVY-DUTY S TLES#61 02-TRAC '.SHOWN K7 2-TRACK SHOWN STILE)SHOWN,ITEM#60 EXT RIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRXGJ -SHOWN (STANDARD STILE)ALSO (1310:-OUT)MAY ALSO BE INSTALLEI (BOX-OUT)MAY ALSO BE NSTALLED APPLICABLE,SEE TABLES TOVi,\Rt)S INTERIOR(BOX-IN) TOWARDS INTERIOR(B0:,IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. INTERIOR 31 NW400111 �IL3lNTERIO:. INTEMOR 136* NTE 6. 1110 11 �PPmred is camPlY{u84*tTlrtlr ': 7 t -rfd3 ould g mb— 135' Dole I N Dale 61 14 6 ( 1 32 103 IDAII 32 EXTERIOR 61, By. DE .r 103 61 R IR 7 io LYNN 11 S l!-SCK 31 14 135*IN; DE CORNER 0. ...... (mFfVACI SHOW X LENS 135'OUTS1 ECORNER 2-TRACK S..)WN % 68705 0 sc law'! HISSHEEI 16 A NO CHANGES T �O. '070T4. W-HN0L06YDRWE zTHORIZONTAL SEI WON DETAILS,CORNER;Af 6 11 F VMCE,FL 3W5 ';ERIES 770 ALUM .SGQ LM IMPACT kLYNNMILLOO.E. JR laf j!i 14 CERT.OFAUKH.02M SGD-770 NTS ;T0130 A P.E.#68705 NO ES: Item Dvv .# Dw .#PIT PGT# Description Item PGT PGT# Descriptio) )f LALUMINUM=6063-T6 1 1: AB 617308 2-TRACK READ Qt d4EWTRUSEAL OURASEAL SPACER(C MPOSITE 2 1: :03 617303 2-TRACK HEAD 1 TTN SCREEN RAL SE �LANT/DESSICANT)or CARDINAL&ED E SPACER 2)I, EMS#33.39,57-59,66,78,84-9;; 3 1: 109 617309 3-TRACK HEAD 60 17326 617325 PP IEL STILE 121 &122 ARE NOT USED AND ARE 4 T 112 617312 4-TRACK HEAD 61 17326 617326 PP IEL STILE(HEAVY DUTY) NO 'PART OF THIS APPROVAL. 5 1114 617314 FRAME SCREW :OVER 62 17327 617327 N :BLOCK ADAPTOR 3)1 SE OF#12 OR#13 REQUIRES 6 1' 117 617317 FRAME HEADIJ AB AOD-ON F.77O 1225 6TP248 W /L BULB WSTP.-THIN ONSIDE NRERL( ;IC) MLI. #10 SMS OR 3116"MASONRY 7 1' 104 817304 2-TRACK SRL - 1729 71729 80 .END WEATHERSTRIP PAD 8 1' 101 817301 2-TRACK SILL W H SCREEN RAIL 17328 617328 9T ?RLOCK SCREW COVER AN' HORS @ 24"MAX.O.C. 9 1' 107 617307 3-TRACK SILL 17329 617329 A: RAGAL 10 1' 110 617310 4-TRACK SILL 17339 817339 HE NY DUTY ASTRAGAL 11 T 113 617313 FRAME SILL TTL ]K INSERT 17324 617324 TC '&BOTTOM RAIL 12 1 115 617315 FRAME SILL SC EEN ADDION(SEE NOTE 3) 17350 417350 W ATHERSTPJP EXTENSION(INJECTIONA )COED) 13 1 116 017310 FRAME SILL SC EEN ENDADD-0N(SEE NOTE 3) . 1895 71695 1= 2"X1'X314'HIGH FM SEAL DUST PLL 1S 14 1 105 617305 2-TRACK JAMB 72 8153 78153X if IDEM Sr.STC.ROLLER ASSY. 15 1 102 817302 2-TRACK JAMB' UH SCREEN RAIL 73 8153 78153N T/ IDEM NYLON ROLLER ASSY. 16 1 108 617308 3-TRACK JAMB 74 SILICONE 5 N-899,DOW-995 OR GE 7700 17 1 311 817311 4-TRACK JAMB 75 ales 78185X GI MINI MORTICE 3-PLY DUAL LOCK WILCIG TRIM PLATE 18 1 )22 617322 SILLRISER-FL T,FLUSH,1-1/2' 78 71032X1FPFX #1 32X7'FL SS SCREW W/TYPE'F'TI 19 1 T19 817319 SILLRISER-BC ,FLUSH,Tire 77 7103239 1( )2MELZINCU441JT 20 1 321 817321 SILL RISER-FL T,LOW,2-1/2' 79 17357 617357 1' 3 BEAD 21 1 318 817318 SILL RISER-BC ;LOW,2-1/2' 60 17359 1 617359 71 1"BEAD I FDED PANEL CLP 22 1 355 817355 SILL RISER-FL T,MEDDM,34w 81 17360 617360 9/ 3'BEAD 23 1 1 354 017354 SILL RISER-BC ;MEDUM,3-1/4' 82 1224 OW247K VI YL BULB WEATHERSTRIP 24 1 323 617323 SILL RISER-FL T,HIGH,4- 83 61745 1745 U NE INC.112 X1118'SGL SIDE ADH.R 'E,POLYETH. 25 1 320 617320 SILL RISER-BC ;HIGH,4- 100 8052 48052 R- LLER ADJ.HOLE PLUG 28 1 333 617333 POCKETP-HOO : 101 72087 J' AB BUMPER 27 1 170 67070 NEOPRENE 8U 1 WSTP FOR P-HOOK 102 1698 71698 D ST PLUG 28 1 334 817334 POCKET P4iOC :MOUNT 103 8186 7816OX T CEEPER 29 1335 617335 P-HOOKCOVEF 104 653 7SDKEFP S REEN LOCK KEEPER 30 1 348 617348 POCKETP4iOC :FORBOXRISER 105 17344 817344 FI ED-PANEL CLP-6-LONG 31 1 378 817378 135 CORNER 100 17352 617352 F ED PANEL RETAINER-9'16' 32 1 378 617376 135 FDED MOU T 107 1739 71739 H NDLE KR-INTERIOR RAISED WRRTH' NB TURN ITEMS 46-53 ARE SCRE NPARTS: 108 1740 71740 H NDLE KIT-RAISED EXTERIOR HANDLE 40 119 812258 SCREEN SDEI \L-LOCKSTILE 109 1731 78162SN H NDLE KIT-RECESSED NTRU511 WRF MUMBTURN ' 41 7LOCKWGSK SCREEN LOCK! T 110 1732 78178 H NDLE KIT-RECESSED EXTERIOR PUL 42 41818 SCREEN KEEP 3 SPACER SET 111 710X34PPSDAX# )X314'PH.PN.TEK-S.S. 43 152 69152 SCREEN INTER )CK ADAPTER 112 1235 67516 V 17P,.270X.170-FIN SEAL 44 • 128 04428 SCREEN DOUG -NTERLOCK 113 1712 04066 .1 7-X.230'FNSEAL 45 111 612256 SCREEN TOP P IL 114 71OX115PPX # )X 1-112' 46 118 612257 SCREEN BOTTI A RAIL 115 710N'PT # )XII 47 68 7SRAZ STANDARDRO .ER 118 720X1X H 1.20X1'S.S. Approved zncomplyingwill ty. 117 720X112X # 1-20X1-112'5.6. FIorW'Bnldio Dale 4B 68 7SRAX STANDARDRO ER-ST.STL -( 1Q13.15 49 144 04344 SCREEN ASIR 3AL 118 17336 017338 9 DEGREE CORNER RECEIVER NOMI 50 349 617349 OXO SCREEN f (TRAGAL ADAPTER 119 17337617337 9 DEGREE OUTSIDE CORNER ASTRAGI - 511 mill)de Peodue C 1 51 192 61692 SCREEN SPLIN -.165' 120 17338 6117338 9 DEGREE INSIDE CORNER ASTRAGAL By_ 52194 61694 SCREEN SPLIN -150' 123 17352 1 817352 F ED PANEL RETAINER,718' L1141V Val'. 53 618IBC20 SCREEN CLO'n ��N...eNSF?/leF* 54 125 112'X4'X1/16' LET.BLOCK,NEOPRENE 85 413 55 T28 1'X4'X1/18'E T.BLOCK,NEOPRENE 654/-5 - `•• JK• Mo.58705 NOTES - = 1)ALL/,-UMINUM=6063-T6 7 2)(TEN #33 39,57-59,66,78,64-99,19 A 122 ARE NOT USED AND ABY'NOT PART OF THIS APPROVAL � �(v 0�� •U mwaur ore rt..twc - Sl il'E F . :/:' SC fNBI,!H6 A DED)LEDGE SPACFTi,'DPARTYSe ARTS LIST �%C��`•'••"loR�o�.••'��: N VENICE,FL DRNE ,� �OfLIF�.. ro„ ,� SERIES,770 AW f.SGD-LM IMPACT JJ 10N_15 A ov1.w a e ee.� "e a"'o� wr A.LYNN MILLER P.E. a'di° Ol GERr.OFATITH.AMM ® soo-nD NTS . 20 22 PGTO130 A P.E.#58765 JR 10/1`"14 5.069" - '{ 8.562" L36" 1.36" 0.080" c rFTTT-A 1.872".211" 9!F--Y--(QF 1.605" � I-1 1 0.081' 1.019" J C - 0.062° 0.0u-JI- 81' 0.081" O2-TRACK HEAD to 4-TRACK SILL " SCREEN (6063-T6 AL) (6063-T6 AL) 4D STILE 6.198" (6063-T6 AL) c 5.069 8.198' - 6.520. - 0.080' c .{ 1.0'S" 1.505" L �I 1.211" a o � 1.993' O.00 t" 0.081" 2 2-TRACK HEAD W/SCR.EN TRACK 03-TRACK ILL SCREEN O (6063-T6 AL) (6063-T6 E .) 14 2 TRACK J MB 45 TOP RAIL (6063-T6 A ) (6083-T6 AL) 2- RACK JAMB W/ 7.105" - - 6.221" 8§j REEN TRACK 0.080" (E 63-T6 AL) 1.36" 0::+75° 1.506" TT1.211" 1.36" r 1.993" c 0.081" 3 3-TRACK t ?AD 8 2 063-76 SILL V SCREEN TRACK 0.081" O O 8063 T6 AL E SCREEN (6063-TBA .) ( ) � 45 BOTTOM RAIZ c (6063-T6 AL) 9.14 ' 49" 0.08' 0.080'F -rFrr7F f L FI 1.211" 1.505" 7.105" y c �J_ L141" 0.081" O4-TRA.;K HEAD (Di -TRACK SILL (6063- '6 AL) ) 063 T6 AL) 0.060" cPv�pead uwmpMnpe'lli i.. 1.514" Roma lmding Code 0.062" DeM Qp c Wool 0.760" 1Nlaml Dede Pmduec L'npbp ' 0.53r 1.260" 0.060" i16" 1.990° I1 ur 1 \.1'"40 e FRAME HEADlJAMB SCRE: N O FRAME SILL SCRE N FRAME SILLS( BEEN I �� p�� ..i OO 1EADD-ON t2 ADD-ON t3 END ADD-ON 3-TRACK JAMB _��•'���ctv.s�'•:<I % (6063 T8 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) i REQUIRES MIN.#10 S IS REQUIRES MIN.# 0 SMS = No.58705 := 17 4-TRACK 4MB - OR 3116"MASONRY OR 3/16"MASC IRY _ °�:-2-= - SEE SF ET 17 FOR SILL RISERS. (6063-T6 _) C( 0 = ANCHORS @ 24"MAX. W. ANCHORS Q 24"N U(.O.C. 0.'. R"NYme sc 1, W91s ASTAI ocHAHCESTwssn ET EXTRUSIONS % �•;•FcoFj�..... C --107071 LOOYDRNE _ X VEYICE Fts s7e SERIES 770 AL W.SGD-I M IMPACT by 6:' AeNkiYe �t/.(8(}T8Q8 , swr�mt awc e+'e tvueawb n.r. A LYNN Id�ILIER,P.E. s..... NT: 21 a 22 PGT0130 A P.E.055705 JR 71110/14 CERT.CFADTH.W298 0.718" 0.83" 3.802" - I 3-802" 1 2.304° 0.752 0.75Y LJi� j " LI 0.885" 1.163 ILq� F 0.67 ' 0.7!:3" 4 i 0.062" 0.080° 0.062" 0.233" 0.062° 0.264" - FRAME SILL 0.076° P-HOOK MOUNTING P-HOOK SCREW SOg EE Cc �R t t TRACK 28 P-HOOK OAD 0 TOR zo COVER ).080" 3o P-HOOK FOR Bi X RISER (6063 T6 A ) (6063-T6 AL) (6063 T6 AL) (6063 T6 AL) (6063 T6 AL) (6063-T6 AL) 4" 155" T 4" 2.30" 1.488' 1.739° 0.080" 0.830' 0.062 I 1.600 0.1 3' 1.600 O.O6Y - 1.303" LLL��� 080" 1.870" 1.886" 0.325" .016" 1.974° _ 3.12.I 4� - 3.125" 0. 62" 2.44° INTERLOCK ,�,INTERLOCK 31 135°COER 32 135°FIXED MC JNT OST! CARD STILE ei HEAVY DUTY STILE 82 ADAPTER ( JSCREW COVER (6063 T6 A ) (6063-T6 AL) (60 3-T6 AL) (8063-T6 AL) (6063-T6 AL) (6083-T6 AL) 3.979" - 979" 4.125" - 1.060" 1.050" ( - P.045" 1.050" (� O.L '5' CLf6' 1.645"� ;0.062" 1.304' 1.645' 611" .4 3.25" 045" .045" - 0.125" 0.281" O67 STANDAF )ASTRAGAL 68 HEA\ (DUTY ASTRAGAL r 9 TOP/BOTTOM RAIL 7 GLAZING 80 7/16"GLAZII 3 5t 9/16"GLAZING AD (6063-T6 1.-) O(6M T6 AL) ` (6063-T6 AL) BEAD I.G. BEAD, CLIPIXE O(063-T6 AL) (6063 T6 AL) PANEL CLIP (6063T6 AU, 1.003" 1.03" 4" - 5. 21" 050" 0.7 T' r 0.080 0. 1L "PW - "compbiugvdlht& FIXED Ftorik Wilke 120 toy- 0.709" 2.893" 0.133' uaa L,- PANEL CLIP 1.498" 0.133" 1.498" �� yes ,�-2 (6063-T6 AL) 0.080" tNlami 11edeP ECbelml 550" 0.863 ( -4" FIXED PANEL ` 5.621' C. 0.703 123 tzo 90°INSIDE :ORNERASTRAGAL Y LYNN F9' RETAINER,7/8" O pN,--••••..• !! ,� - 2.826' 6063-T6 Al 0,080' �I� (6063-T6 AL) tt£ 90*OUTSIDE CORNER ASTRAC 1L ( :•''��G�NS,,''•.• p (6063-T6 AL) ;r (BFIXED PANEL tte 9 °CORNER RECEIVER No.58705 ' RETAINER,9/'. (1 )63-76 AL) _ (6063-T6 AL) (� SC 10/82015 A ''•IO CHANGES7NIS SHEET f0)07ECNVE E aRUSIONS N01 l ORIDI.,.•' �i� N.MICE.FL' 276 3YDRIy (001)80.1600 FRIES 770 ALUM.SGD-L vl IMPACT a".n0r am:/10114 nwemeeij .csx se�eeac A.L'�I�N CERT.CFAW L?1M ® s... aeie NTS 22 d 22 PGT0130 A JR 10P.E.058705