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HomeMy WebLinkAboutProduct Approval 1 NFRC Report �Yo _ Sales Order# 153874 PO Number: 6010060 Job Name: EARL GORDON www-pgtndusbies:com Job Address: PGT VINYL IMPACT 528-5998 Line#' Item Description Quantity Location. 0001 HR5510 VINYL:HORIZONTAL ROLLER 5510 'Ordered: FRONT (1.00) 1110:X62.1,T25,5(8 FL,W,7/8 LIG,CL,3B 70XL;NO GRID,XOX 1/4-1/2- '1.00 1/4,1816K,SWEEP,DURA SEAL;...x- Po Number. Certification Type:MIAMI NOA Selection 15-0903 10 Package Selection:NONE Frame Type: 625FLANGE Unit.Configuration:XOX Vent Configuration:114:112.114 Size Selection:;COMMODITY Size Code:T25 Size Ref ACTUAL Actual Size`.110 X62 Rough Masonry Opening:1113/4 X 63 Wood Frame:Opening:1101/4 X 621/4 =- Egress Opening:25 7/8 X'57 1/16(10.247 SQFT) ; Frame;Color White Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating -- ;_ Glass Type:3116"-5/16" Interlayer Type:PVB090 Argon Gas:NONE Glass.Makeup::LIA306AA5 Glass 7/8"'LIG(3/16AN-3/8:AIR-5/1'6 ANIAN Glass Color:CLEAR. Low E:-ENERGY SHIELD.MAX Privacy Glass:NONE Glass Spacer Type:DS Grid Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group:B.HR5510 Bo)dng Options:None Vent Latch:N ; Type Lock: Latch Decralite:N Window-Opening Control Device;N CAR#:15-0903.10 ; PositideDesignPressure:65.000.0 NegativeDesignPressure:67.2000 PANurnbec.FL-242 mne W$tar 1.0000 i CondensationRes s ance'52.0000 o�,,, ea � in Foeft:0.2100 VT:0.4600 'ATE 0.6 00 -.- - _... 0002SH550-0 NYL SINGLE HUNG 5500 Ordered: RIGHT SIDE BATHROOM (2.00) 35.25X24.25X.,STD,5/8"FL,W,EQUAL,7/8LIG,CL;SB.70XL,OB,NO 1,00 1,GRID,SWEEP;181,6K,DURASEAL,CMFRT,LFT HNDL,.;x. Print Date 6/14/2016 I Page 1 of 4 i Certification Type;MIAMI NOA Selection:15-0519.05 Package Selection:NONE Frame Toe:.625FLANGE Vent Configuration:EQUAL Window Style:-STD Size Selection CUSTOM Size Ref.ACTUAL p, Vlrrdth:35114: Height:.24114 Actual Size:'35 114X 241/4 Rough Masonry:37 X251/4 Wood Frame:35112 X 241/2 Egress.31 X;7-1/2(1,608.SQFT) Frame Color;White Does unit need to meet`Turtle.Code:NO .. Glass Family:Laminated Insulating plass':718"LIG(1/B-AN-7116 AIR-5116 AN/AN Interlayer Type:.PVB690 Argon Gas:NONE Glass Color CLEAR- Low E::ENERGY SHIELD MAX Privacy,Glass:OBSCURE Pnvacy.Glass Location:UNIT Glass-.Spacer Type:DS Grid.Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM Anchor Group::B.SH5500 Boxing Options:None Vent Latch:.N Comfort'Lift:Y Lift Rail'N WOCD:N Lock Type-Sweep Latch Decralite:N CAP*.157'0519.'05 PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000 PANumber.:FL-239. sE.n si�r�.1.0000 Condensation% sta cel•5 .0000 st9 0�3y 30b' SolarHeatGainCoe0.122200' VT:0.4800 VTCOG:0.6306 r , 5 0003 SH5500 VINYL SINGLEHUNG.5500 Ordered: RIGHT SIDE MASTERBED (3.00) .'25.375X61.5X:;STD,5/8 FL;W;EQUAL,7/8 LIG,CL,SB 70XL NO 1.00 GRID$ EP,1816K;DURASEAL,CMFRT LFT HNDL,.,.x. Certification Types MIAMI NOA Selection:95-0519.05 Package:Selection:NONE Frame Type:.625FLANGE Vent,Configuraton:=EQUAL Window Style:STD Size.Selection:CUSTOM Size Ref.ACTUAL Width:25 318 Height:61 112 Actual Size:25"3/8 X 61 1/2 Rough Masonry:27118 X 62112. Wood Frame:25:5/8 X-61 314 Egress:21 118 X 261/8:(3.828 SQFT) Frame Color.White. Does unit`need to meetTurtle Code:NO .- Glass Family-.Laminated Insulating Glass:7/8".LIG(1/8 AN-7/16 AIR-5/16 WAN Interlayer Type:PV6090 : Argon Gas:NONE Glass Color:CLEAR Low E:ENERGY SHIELD MAX Privacy Glass:NONE Glass Spacer Type:DSS Grid Type:NO Grid Screen Type:-.1816 Charcoal Screen Frame;Type:ROLLFORM Anchor.Group-B.SH5500 Bowng_O, ions:.None Vent Latch:N Comfort Lift:"Y Lift Rail:N WOOD:N Lock Type:,Sweep-Latch Decralite:,.N. CAR#:15-0519.05. Pos1tive,DesignPressure:65.0000 NegativeDesignPressure 70.0000 PANumber:FL-239 En S r 1:0000 CondensaUonResistance:53.0000 OF SolarHeatGamCo .0 0 VT:0:4800 VTCOG:0.6300 I 0004 'SH5500 VINYL SINGLE HUNG 5500 :Ordered: LEFT SIDE LAUNDRY (4.00) 35.75.. .125X„STO,5/8”FL,W,EQUAL,7/8 LIG,CL;SB 70XL,NO 1,00 GRI D,SWEEP;1816K,DURASEAL.CMFRT LFT.HNDL,,,.x. Print Date 6/14/2016 Page 2 of 4 i Certification Type:MIAMI NOA Selection:15-0519.05 { i Package'Sdection:NONE Frame Type:.625FLANGE Vent Configuration;EQUAL Window Style:STD Size Selection:CUSTOM Size Ref.ACTUAL Width.35:3A Height 49 1/8 Actual Size;35'314 X49 1/8 Rough.Masonry:371/2 X 501/8 Wood Frame: 19 36 X 49 318 Egress:31 112 X 718(4-354 SQFT) Frame Color White Does unit need to meet Turtle Coder NO Glass.Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-7116 AIR-5/16.ANJAN Interlayer Type:PVB090 Argon Gas:NONE Glass Color CLEAR Low Et ENERGY_SHIELD MAX Privacy Glass:NONE ' Glass.SpacerType,DS Grill Type:NO Grid Screen Type:1816 Charcoal Screen Frame Type:.ROLLFORM Anchor Group:B.SH5500 Boxing Options:None Vent Latch:N Comfort Lift:Y 'Lift Rail:N WOCD:N -.Lock Type:Sweep Latch Decralite N CAR#.15=0519.05 PositiveDesigriPressure:65.0000 ` NegativeDesignPressure:70.0000 PANumber-FL239 EnergyS r_1.0000 CondensationRe'sista &0000 OF Otr33 SolarHeatGainCoe 0 00 800 VTCOG:0:6300 0005 ^SH5500 VINYI_SINGLE HUNG 5500 Ordered.- RIGHT,BACK (5.00) 25 375X6-.X.,STD,518"FL,W,EQUAL,7/8 LIG,CL,SB 70XL,NO 6.00 GRID SWEEP'1816K DURASEAL CMFRT LFT HNDL.,:x: Certification Type;MIAMI .NOA Selection 15-0519:05 Package Selection:NONE Frame Type:.625FLANGE Vent Configuration:EQUAL Window.Style:STD Size.Selection:•CUSTOM Size Ref:ACTUAL, Width:25.3/8 Height 62.0600 Actual Size:25 3/8 X62 Rough Masonry-271/8:X 63 Wood Frame::25 5/8 X 62 114 Egress:21118 X 26;318.(3;865 SQFT) Frame Color White Does unit need to meet Turtle Code:NO •• Glass Faniily:-Laminated Insulating Glass:7/8"LIG(1I8 AN-7116 AIR-6/16 AN1AN Interlayer Type:tPVB090 Argon Gas:-NONE Glass Color;CLEAR Low E:ENERGY SHIELD MAX. Privacy,Glass:,NONE Glass'Spacer Type:DS Grid Type:,NO''Grid Screen Type:1816-Charcoal Screen Frame Type:ROLLFORM Anchor Group:B.SH5500 Boxing Options:None Vent Latch:N Gomfort'Lifl:Y ; Lift Rail:N WOOD:N Lock'Type`.Sweep.Latch. Decralite:,N CAP*.15-0519.05 PositiveDesignPressure.65.0000 NegativeDesignPressure:.70.0000 PANumber.FL-239 : Ene Star.1.0000 CondensationResi a .6000 0>!33U SolarHeatG .ainCoef�2 0 80 VTCOG-`0.6300 0006: SGD570 VINYL SLIDING-GLASS DOOR 570Ordered: (6.00) ;72:X80.,6068,BYPASS,2P2TX0,STD,3.5,W,11/16.TLIG,CLEAR,SB :1.00 70XL,NONE,ALL,SUPERSPACER,.,x, Print Date 6/14/2016 Page 3 of 4 a r Send Unit:COMPLETE : Certification Type:MIAMI NOA Selection 15-0409.02 Package Selection::NONE Door'Configuration:BYPASS Pnl/Trk:2 Panel 12 Track Panel Configuration:XO Panel Stack-STD Siie Selection NOMINAL Size Code:6068.0000 Actual Size:72 X8_0 Calc Track Length:.720000 Frame.Color.;White. Sill Riser Height:3:5000 Does unit need to meet Turtle Code.NO Glass:Family:Laminated Insulating i Interlayer Type:PVB090 Argon Gas:NONE Glass:1 1116"LIG,('7/16 HS/AN PVB AIR-3/16 Glass.Color.CLEAR Low E:ENERGY SHIELD MAX Privacy:Glass:NONE Glass.Spacer Type:.SS Grid Type:NO Grid Screen Panel Type:NONE Panel;Opr Rlr.Stainless Steel Tandem Panel Fxd Rlr.Stainless Steel Tandem Handle Type:RAISED/RAISED Handle Color.W Lock/Handle Location:STD Secondary Lock Type:NONE ; Key Lock:N Keyed Alike:N Anchor Group:A-SGD570 Boxing Options:None Decralite:N CARfP 1"409.02, PositiyeDesignPressure:60.0000 NegativeDesignPressure:60.0000 PANumber.FL--251 Ene NONE CondensationResistance:57:D000 OF OF 00 ;SolarHeatGainCo .0. 5 VT:0.4300, VTCOG:0.6200 0007- HR5510 VINYL,HORIZONTAL ROLLER5510 Ordered: w _ (7.00) 72:75X62.,518 FL,VN/;7f8 LIG;CL;$B 70XL,N0 1.00 GRID X0,1810K,SWEEP,DURASEAL,.,:x. -- I -_ Certification Type:MIAMI . NOA Selection:15-0903.10 Package Selection:NONE Frame Type:.625FLANGE UnitConfiguration:XO Size Selection:_CUSTOM 1 Size Ref_ ef ACTUAL Width:72.3/4 Height:62.0000 Actual Size:72 3/4 X 62 J: Rough Masonry Opening:74112 X 63 Wood Frame Opening:73 X 62114 Egress Opening:321/16 X 571/16(12.707 SQFT) Frame Color.White Does unit need to meet Turtle Code:NO Glass`Family:Laminated Insulating •- Glass Type:,1/8" 5116" Interlayer Type PVB090. Argon Gas:NONE. Glass Makeup:L1A207AA5 Glass:718"LIG(1/8 AN-7116 AIR--5/16 AN/AN Glass-Color.CLEAR Low E`.ENERGY:SHIELD:MAX Privacy.Glass:NONE Glass,Spacer Type:DS Grid Type:NO Grid Screen.Type:1816 Charcoal Screen Frame Type:ROLLFORM AnchorGroup:B.HR5510 Boxing Options:.None Vent Latch:N. Type:Lock:Sweep Latch Decralite:'N Window Opening Control.Device:N CAR#:'15-0903:10 PositivepesignPressure:64.3000 NegatiwDesignPressure:64.3000 PANumber FL-242 ELe_-rgy-2SIgjj.,0000 Condensabonkesistance 3.0000 UOt SolarHeatGamCoe 0.210 VT:0.4700VTCOG:0:6300' r Print Date 6/14/2016 Page 4 of 4 �r i Zvy17 v i MIAMI- /ADE w t�` MIAMI-DADE COUNTY 0 DOE` i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wryw.miamidadc.eov/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 Ha4ing 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 duality assurance purposes. If this product or material fails to perfornn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imliuediately revoke, modify, or suspend tine use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-551011 PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance munber and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with tine 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 nno 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. Tl is NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. Tile submitted documentation was reviewed by Manuel Perez,P.E. I - a NOA No.15-0903.10 M AMI•fltWNWOU 't,wECOUNTY 1 15 Expiration Date: September 24,2020 tea' Approval Date: September 24,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller -LM", sheets 1 through 18 of 18, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report.No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile h-npact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Maliuel Pe , E. Product Contraxan ner NOA No. - 03.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PG11 Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "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 "SentryGlasO (Clear_and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1- Statement letter of conformance,con;plying with FBC-5th Edition(2014),dated August 28, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated August 28,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section, G. OTHERS 1. None. Manuel Kirek,P.E. Product Contr1 E. miner NOA No. -0903.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 DESIGN PRESSURE RATING I IMPACTRATING VARIES PER REINFORCEMENT LARGE&SMALLMLSSBE 2.5 ANCHORS.SEE LEVEL.SEE SHEETS 6-B IMPACTRESISTANT CLUSTER DETAILS SHEET& 12-Y4*MAX O.C. 1.114• SEE SHEETS B,SEE MAX —►I &18 __�•D,SFS 2L ANCHORS,SEE CLUSTER a.MAIL--y 1� .._.__ �SHEETJ r I SHEETS DETAILS SHEET& ��C."'�I 18.�•M�EE EET3 e'MAX I�—�__ I SEE SKEET3 10•NAX + Sl EEE4f 10'MAK ESTE 1 I C SHEEf3� EDUAGm / (� / MA71(�Q.C• MAX 1 �/ � / MAX EQUALLY QE �ACED ANGWRS PER rHEIG/lT S� '{' v-� HEIGHT AN6HOSUCK �R 17-vRHTABLES 1717 JTTABLES 17,11 SHEETS616 AX-O.axoa MAX. 8•MAXSEESBL I SEE SLLDFTALS. I . p�MMA%. WEEPNOIE4'O.C.BETWEENB SHEET) BEHOLES B---MAX{ BUCK WIDTHS M11EEf4 BPHETWEE76'MAILBUCKWIDTH D SHt:ET3 WEEP HOLES SMA%. 14W MAX BUCK WIDTH ELEVATION F IR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 55101MPACT RESISTANT HORIZONTAL ROLLER i)THIS PRODUCT HAS BEEN DESIGN IE1DE 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE NVH2). 7_)SHUTTERS ARE NOT REOVIRED W (AM90M IN WIND43ORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST TEMPERED . 3)FOR MASONRY APPLICATIONS IN AAAA ECOUNTY.USE ONLY MIAMtl-0AOE COUNTY APPROVED MASONRYANCHORS MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE./STMC90 CONCRETE MASONRY UNITS AND CONCREEVNTH MIN.KSI PER ANCHORTYPE. 4)ALLWOOD BUCKS LESSTHAN 1-Ur THICKARE TO BE CONSIDERED 1X INSTALLATIONS 1X WOCO SUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SU3STRATE.WD00 BUCKS DEPICTED AS 2X ARE"Ir THICK OR GREATER 1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES.__..____1 AND INSTALLATION ISTHE RESPONSI8IUTY OF THE ENGINEM(EOR)ORARCHITECT OF RECORD.(AORL S)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIK EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS._"".-..._.._._-__1 SHOULD BESEALED.OVERALL SEALINWLASHINGSTRAEGYFORWATER RESISTANGEOF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPEOFTHESE INSTRUCTIONS FRAME,GLAS38 ANCHOR 6)UP MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OFTRANSFERRINGAPPLIED LOADS. OPTIONS"LANGE9 2 DESIGN PRESSURES. INSTALLATION,FLANGE 8 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E130LL INSTAQUALLE U�4TEOX FIN 3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLEESTINGAND GLASS PERASTM E1300. g1CMANNEL.._.—_ 4 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOTBEEN USED IN GLAZING DETAILS_....._._....-6 THE DESIGN OFTHIS PRODUCT.TFIE 1.8 LOAD DURATION FACTORWAS USED FORTHE EVALUATION OF ANCHORS INTO WOW.ANCHORS THATCOME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES...—. 6.8 SHALL MEETTHE REOUVTEMENTS FTHEFLORIDABUILDING CODE FOR CORROSION RESISTANCE ANCHOR QUANTITIES-.._610 B)METAL SUBSTRATE TO MEET MINPSTRENOTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. f8(IRUSION PROFlLE58 BOAT 77 10)REFERENCES:TEST REPORTS FTL-W72,6073&8074;ELW ULTRACON NOP;ELW CRETEFLEX NOA:ELWAGGREGATOR NOA;ROYAL WINDOW AND DOOR FROMM LTD WHDE 6 BRONZENGHTER ASSEMBLY._.-. 18 SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSUA%PA NDS&ALUMINUM DESIGN MANUAL 4PPn�iy umnPi7lq eW I\ 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FlaeWa nMl--� USER INSTRUCTIONS: II IIIA .No" 1)KNOWIN YOUR SIESPEYPF WINDOW WONFIGURA DON(OX.RESSURE fEQUILAZING OPTION WMOLOAD STANDARD ASCE 7. `1 LYNN Rm0a4 By: Ootc R4Hsfun: 2)KNOWING SITESPYPE WIINDOWONFIGURS DESIGN KXO,XO7U.S�,IREMENOPTIONFROM(TABLE)AND 111 REINFORCEMENT LEVEL,DETER)LPRE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USWO TABLES&16(SHEETS"8 IT MUST EQUALOR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOWOPENNO :`V': _ : Rm6ed Br LNIc RMaten: OBTAINED INSTEP/.USE INDEXTA3LE 6 ON SHEET 6TO HELP FIND THE APPROPRIAETABLE. 7Y. :'}7 33)ETE DII { SE THE MOSTSUITABLEANCHOR GROUP FROM TABLES 2 AND 30N SH N0.5-0705 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 616),VERIFY THEANCHORISUSSTRAE WILL MEET . REQUIREMENTS FOR YOUR OPENINGS WNDITIDNFROM TABLES 20R3,ANDTHAT ALL WLREQUIREMENTS FROMTHISSHEET p1:, (�IS �w� GENERAL NOTES&ELEVATION J ROSOWSKI SE7ARE MET. 5 TE F W; 1070 TECHNOLOGY DRIVE TBA: USE TABLE440N SHEET2 TO FIND rEAPPROPRIA EDETAOS.nW OR SHEE7'4 FOR INTEGRAI.FiWJCNANNEL INSTALLATION. %�(�SS/GNAT �`` N.NoP.O.BD•X 5 z74 HORIZONTAL ROSLLER� �� 05/15/15 DNOTE.-DESIGN ITEGRALFIN OR EQUALDRE L LEG60XASEE FIGUURREE BONSIS H EEET2 PROCESS FOR ALL FRAME TYPES(J42WlNEl,FLANGE, ,L{y�(y�;`�y PE CMOF AtRLL�2s2s6 HR-5510 NTS 1 OF 18 MD-HR5510-01 PEP SB706 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4'.INDEX OF INSTALLATION METHODS PER FRAME TYPE Glare Dowilp6on(Umad from Exterior to Interior) FRIM GI.. M-1.11811 TYPO • Typo. Option. Cmdltlons B.btimm Option Damn sheet 5 718'Laminated 1.G.:1/8'1 A Exterior Cap+7116'Air Space+5116'Laminaled;(2)Liles.1118'A Glass With.090•PVB Inter ayer (Aa Fig B)(lea T bl.9 6 718•Laminated LG.:VB',T Exterior Cap+7116-Air Space+5116-Laminated;(2)Utes of 1161 A Glass wdih.090•PVB intedayer Th.%h The __Imo 2)(WoW FremelBixheldp-*ml 4,options 7 716'Laminated LG.:3HE A Exterior Cap+318•Air Space+5118'Laminated;(2)Liles.1118'A Glass With.090•PVB Inledayer JAI 1-4 ime0nl Mt..... ..Jmo Matd-ehN 4,psora e 8 71W Laminated I.6-:3/16'T Exterior Cap+3r8'Air Space+6118'laminated;(2)Lees of 118'A Glass with.090•PVB 011edayer („) ofthewTh-mIgh ore eam....kno DL Woo.edFrI4.option T -aleel4,opBm 6 ollhwlndva_._.,._spa Maw-ehe14 pion 7 10 71W Laminated LOL:VE T Exledor Cap+7116-Air Span+5116'Laminated;(2)Ulm of 118'H Giese Wim.DW SO lntedayer .._Wo 2XWood F=elBmksMp-.hat 3,option 11 71W Laminated LG.:3119'A Exterior Cap+318•Ah Space+5116'Laminated;(2)Liles of 1/8'H Glass With.090'SG lnledayer Fmnge 1-4 Thwrgh the same....Into C=W eICMU-shot 3,pIlm 2 12 7/6-Laminated LG.:3118'T Exterior Cap+31W Air Space+5116-Laminated;(2)Utes of iler H Glass Wlth.090'SG lntedeyer (42) .1 th-I d...........th_Qh 7XBixk IMO Cu. !WCMkJ-.haat3.pUn3 14 171W Laminated LG.:VE T Exterior Cap+5116-A7 Space+7/16'Laminated;(2)Utes 013116'A Glass wNh.090•SG Intedayer ...Jeno Mew-ahal3,option 4 15 71'Laminated I.O.:3116'AExterior Cap+1/4'Ah Space+7116'Laminated;(2)Lees 013116'A Glass with.090'SG interlayer mawrgh Iia ••_lam 7xWom FrendBWuUIP-steal{,opUan5 8 Integw Fln Nlegrolffi••-. ....WO Mew-aheel4,opllonti 16 718•Lamineletl 1.6-.:3116'T Exledar Cap+114•Air Space+7118'Laminated;(2)Lees of 3116•A Glass v41h.090•SG tmeriayer 1 4(AS) 7mmghth home.-Into 2X Wood FramerOWNS IP.Shd 4,00an6 SEE SHEET 6,TABLE S FOR GIAtIt(GIOESIGN rRESSUREIANWORAGE IND ollhewlldae.._..•.-Wo Metal-ahel 4,Option TABLE 2ALLOWABLE ANCHORS THROUGH THE FRAME 'GLASSTYPES e.7,17515 __Wo2XWaod FrcnelBixk.MP-xhel3,opimt MAY NOT REUSED IN7 is 8¢t I TNagh the ham..._hm r wmtelCMU-sheet 3.uUm 2 Min.Edge Min. E 1-4 Group Anchor Substrate Distance Embedment •HWQABOVE30. (4� ollhwhdo.Y......,,,,Ihmuph iX&KAeI Imo ComwdCMU-wheel 3,apllon3 P..S emP (SG=. ) 16° ..Jmo Meld-ahe13,p0on4 010 SMS 'MIN.D 3THREADS (steel,188 S.S. Sleet 636' 318' 0.050• BEYOND THE METAL Slee)Stud,A653 Or.33' 318' 0.0451'(18 Ga.) SUBSTRATE FOR FIGURE B:FRAME TYPES A'=ANNEALED 01410 S.S.I STEEL STUDS. N=HEAT STRENGTHENED A Ahanhelm,608SCI= 3116 0.OW MIN.Fu=45 K914 P.T.Somhem Plne(SG-0.55) 7/18' 1.718• MIN.Fy-33KSI. T=TEMPERED _ Pvo 311E steel Ultracon Concrete(min.2.85 ksi) 1' 131E NNGROUTID CMI!• 2 q Q PVB' BKURARAYAME CAINC Ungmuled CMU,(ASTM C90) 2-1/7 1414' VALUES MAY C 012 SMS P.T.Somhem Pine(SG=0.55) 911E 1318• VALUES MAY 's6-•=.090'SENTRYGlAS® Steel,A3E 318• 0.050' USED FOR CMIJAPPGROUTED BOXOR INTERLAYERBYKURARAY B (steel,IBJ S.S. Steel Stud,A853 6-c 33• 318' 0.0451'(18 Ga FLANGE EQUAL- AMERICA,INC. Or 410 S.S.) ) INSTALLATION NOTES SEE SHEETS 384 FOR nLUSTRATIONS: Alumiman,8063-TS' 3161 MOST CIncrete(min.2.85 ks0 1' 13/4' 1)USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON C 1/4'steel Ultracerl Urgmnlled CMU,(A31M C,90) 2-117 1-7/4' TABLES 283.THIS SHEET.FOLLOW EMBEDMENT AND EDGE - DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1114'steel Creteflex Concrete(MI.3.35 k31) 1' 1.914' USED ONANY SIDE OFTHEWiNDOW. 14'steel Ultracon Concrete(min.285 ksi) 2.112' 1314' 114'steel UInanon P.T.Southam Pure(SG=055) 1' 1.51E 4THIS KEET.ANRY HORSMABUCKSY BE LESS INTO WOOD T ICKARETPERTABL1 3 ;THIS SNEET.ALLWOOD BUCKS LESS THIW 11Q•THICKARE TO 1/4-steel Cretegex Concrete(min.3.35 IISp 2.10 1314' BE CONSIOERED IMNIST1uLATIONS.IXWOOD BUCKS ARE Ungruuled CMU,(ASTM CJD) 2-1/2' 1-114' OPTIONAL IFUNITIS INSTALLED DIRECTLYTOSUB.STRATE.W000 J43NW�L FINS D 1/4'steel Crelefta P.T.Southam Pine 6-=0. 1' 1310• BUCKS DEPICTED AS 2X ARE 1-12-THICK OR GREATER.IXAND2X (S �) BUCKS(WHEN USED)SHALL RE OESIGNEDTO PROPERLY 1/4'steel AggreGatorl Concrete(min.3.275 ksi) 1.112• 1318' TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND P.T.SOWhem Ping SG=a55 1' 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1/4'steel Aggre�atwl Grwted CMU,ASTM CJD) 2- 2 ARCHITECTOF RECAAD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TAB1-E3:ALLOWABLEANCHORSTHR000H THEINTEGRALFIN DAYUGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 4pP 1dnaomplrlaxwaYtw P Min.Edge MIM ) In ul I4Iq r n Grou Atrclnof S.b{tram 4 SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. Bnla Distance Embadmerd' E. E 2-112x.131•Conmon Hell P.T.Southern Pine(SC-0.55) 318• 2-7110' `�1oNI LYNN A!.. R.LWW D.I. r u01C ed ePmaun AIS 2-1,7 RhgahaNl Roo1rB Na P.T.Southern Pine(S0=0.55) 318• 2-7/76- >�11.• ""'• ! B„g]l� P.T.Southam Pme(50.0.55) 1f2' 131E �>•; VOENsS-••.6p�% FR.Mae0 as Daae: Rsrakn: 010 Tneehad3 S (sme1,188 S. Aluminum,80133-TS 31s' 0'050• =-/r: No.58705 0 410 S.S.) Steel Stud,Gr.33' 318' 0.0151'(18 Ga) _ _ ® ounpBm: +7 F Sloe%A3E 318• 0.050• 'MINOF3 -v Lr(• g_ e ,rz- GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southam Pine(S(L0.55) 8116' 1.318' TTHEE ET BEYOND T IF <f/L� 1070 TECHNOLOGY DRIVE TRW Ods Fis«a s�.$) l '. are• o.osD• PSTN F 6310' 0.05YR O,cFS,���NRgI��r1�?�� NOPK.O.B X 1529�N.VENICE.FL 5 HORIZONTAL ROLLER-LM 05/15/15 Steel, ya eros. MXFYa3KSL kLYrEAyu �E HR-5510 NTS 2OF 18 'MD-;1R5510-01 CERT.OF AUIM./28298 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 INSTALLATION zt z2 OR 23 ANCHOREDTHROUGH FRAME AND IX TYP.ANCHORTYPE, BUCKS-OUP INTO CONCRETEMMU. INSTALLATION EMBEDMENT AND EDGE OPTION (SEE SHEETS 68) SEENOTE2.SHEET2. OPTION 1 DISTANCE PER SUBSTRATE, ANCHOREDTHROUGH SEE INSTALLATION NOTES SHEET 2 TYPICAL FOR ALL SEETABLE 2,SHEET2 {� EMBEDMENT ANCMOAEDTMROU(91 EDGE DISTANCE FRAME D4T0 METAL 7(O.OR'OX'3ASF( 11•MA%SHUd FRAME INTO 2X WOOD IS 29 I 7M MAIL SHIM 19 1B 30 SEE NOTE 2,SHEET2I r 13 ZO OPERAS EMBEDMENT LE 28 EDGE FLANGE RID OR 912 STEEL Q 48 SASH o DISTANCE FRAME SMS(GSLSEE 37-39 SHOWN TABLE 2.SHEET 2. 2 28 TYRANCHORTYPE. 2 �114•MAX SMM ❑ FIXED 41 " Q - EMOEOMENTAND 13 LITEYlBiaic EDGE DISTANCE PER SUBSTRATE,SEE LIGHTWIDTH •• TABLE 2.SHEET 2. 72 DADE APPROVED MULLION. I �. 29 FBCC061PLUNT t�O VISIBLE I 42 EXTERIOR . AWRSTELSTU FRAMBE RANGE T2 LIGHTWIDTH 14 �1 EQUAL OR STEELSND.MMYBE FRAME 24 O 25 28 \/ 4 L[:O (1)ATMIDSPANOCHINTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL SHO IN FRAME (i)3-1?FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES (SEE SHEETS 68)TYPICAL FORALL SHOWN CORNERANO(1)ATCENIETT OF HEIGHT TABLE2,SHEET2 'XO.OR'OX'FU(ED MEETING RAR BUCKVADTH SASH ST0E90WLS 28 29 HORIZONTAL SECTION A-A(OX) 22 RO BUCK 30 18 19 18 (SEE SHEETS 68)TYPICAL HEIGHT EXTERIOR OPERABLE (�4 OPERABLE 4U 20 OPERABLE 4 FORALL'XOT('SASH a SASH U- a SASH a GASH o � NSIBLE -T-� 37)9 'moi 21 R210R 3 LIGHT Q •I I I 7` O 1 ' ❑ (SEE SH S68) HEIGHT ❑ J 28 IP TFOR 1 O _v� - 41 ALL ALL 1— 16 FOXED BB O VISIBLE LITE VISIBLE I_ 4547 LIGHTWIDTH LIGHT WIDTH 11�� (--' FLANGE B1 FRAME NEEP OPT. 2g I 15 SHOWN �1Ji NOTCHES 00 80 31•X114Xt• ^_ 14 48 VISIBLE 72 -vd• 2 EXTERIOR 2 `15)X1 LIGHT WIDTH v 1 /4' 4 (SEE SHEETS B-8)TYPICAL FOR33 V 4 ",MAX ALL'XOX•FIXED MEETING RAIL BUCK WIDTH - r f SHIM HORIZONTAL SECTION E-E(XOX) EODAL-LEG 4PP'°"°°"°°'°L'I°R'41b°` _1 FRAME FT.�Mo t e INSTALLATION AS PER SECTION AAABOVE SHOWN Dale EOUALIEG NOA4 FRAME SHOWN::.',:....• - `HT1 // Rert d H1: M. RaHabrc 4f wO rf I_ wINSTALLATION EMBEDMENT \�.��GN•(LYNN,y�Y`.,�J' g-y� . OFT10NHR2OUGH •.� ', '�':. LTcI"NSF •.Fq R.w.e ly: I)v1s: RMflmr. HOREDT •X 7c' No.58705 ANC .TY FRAME DIRECTLY INTO � 1- •- - • Hur. OsfMPOae fbavl!y R�rPAncnoRrnE. +6+X VISIBLE LIGHT FORMULAS v EDGE - I-ill S•-•;�` FLANGE 8X EQUAL-LEGBOX FRAMES J ROSOWSKI EMBEDMENTAND EDGE VERTICAL (EQUAL-LITE, ,�U'•.. ST E ![ice 1070 TECHNOLOGY DRNE Mb: Data: DISTANCE PERSUBSTRATE, N7DTH:6UCKWIDTH I2.4.1N• F(pRLOP.•' \�� N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET, SECTION B-B F RI G HEIGHT:BUCK HEIGHT-7-114• �i/155+'" P.O.SOX 1529 it BONA(_�?•��\ NOKONf&,FL 34274 S-f-%,W-Ei----T--- pmbq I — /IC LMNN MMCkR PE CEW OF Aunt 129299 HR-5510NTS 1 3 OF 18 MD-HR5510-01 PFJ 687 6 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 8 _ INSTALLATION AwrltosEO no+ouGx FRAME 2TTo zx OPTION 7 21 R 22 OR 23 WOOD FRAME OR SUCKSIRD'.SEE INSTALLATION OPTION S ANCHOREDTHROUGHFPAME SEE INSTALLATION NOTES SXEET2 (SEE SH ETS()8) NOTE2,SHEET2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICALFORALL EMBEDMENT INTEGRAL FIN INTO 2XFUOFLANGE REMOVED) '%O'OR'O%'SASH STRIP.SEE NOTE 2 ~QRBUCK- EMBEDMINT EEDGE I..�1/4'MAY.SHIM O 19 15 30 1B 28 O EDGE ? SHEETDISTANCE I 13 20 40 OPERABLE 43 DISTANCE (CHANNEL PIOOR012STEEL 37 9 SASH o FRAME SHOWN I SMB(OS).SEE 1 TABLE 2,SHEET 2 28 TYP.ANCHORTYPE. ' p 1 41• ❑ FJABEOMENTAND BNIM FOOD EDGE DISTANCE PER 1 ❑ LITE I VISIBLE I SUBSIRATESEE TYP.ANCHORTYPE. FN ANWOR o —tet LI'NT TABLE 2,SHEET? EMBEDMENTAND EDGE FLANGE MAY BE 11 (SCREWSHONN) DISTANCE PER SUBSTRATE, REMOVED INFIELD 72 SEFTABLE3,SKEET2 B5 87 FFIN RAME 13 SHOWN DADE APPROVED MULLION, NSIBLE 0 42 EXTERIOR 29 FBCCOMPUANT LIGMWIDiN ALVMNUMSTE[3.FRAMNO 24 R� 28 id 3 ORSTEELSTUD.MAYB£ VISIBLE FDD VE RTICALORHORV0NTAL. (SEE SHEETS e-B>TYPICAL wRALL LIGHT LRE SEE suBSTAATEPROFERTIES. 'XO'OR'OX'FIXED MEETING RAIL INSTALLATION HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH HORIZONTAL SECTION C-C(OX) 22 S 23 OPTION s (SEE SHEETS BB) ANCHOREDTNROUGH TYPICAL FOR FIN INTO METAL 28 30 15 19 18 ALL XOX' (FLANGE MAYBE REMOVED) SUCH EXTERIOR OPERABLE 40 2D OPERABLE 43 SASH HEIGHT a o SASH o 3/5!1 a ®tO OR012.SEE Tnemlc 3739 r--i o SMS(G5),SEE 21 OROORO LIGHT OPERABLE O 28 � ^ I 1 O TABLE 2.SHEET? SEE SHEETS") HEIGHT SASH 41 L� til TYPICAL FOR - ALL SASH 16 O LITE I VISIBLE VISIBLE - e o �.— B0 45 � LIGMTWIDTH �' LIGHTWID7H I A I OPT. BO 81 , RN WEEP FRAME 87 �L✓`o_ ___`_] NOTCHES 29 SHOWN 0 VISIBLE 42 EXTERIOR WI 314'X I/C I 26 LIGHTDTH 72 14 �l, 1 JCHANNEL 1-lf4'X V4' 3 (SEE SHEETS 6-8)TYPICAL FOR v � I FRAME 15 ALL'XOX'FIXED MEETING RAIL SHOWN 33 1 BUCK WIDTH 3 1f4'MAX HORIZONTAL SECTION F-F(XOX) c p SHIM OF INTERLOCK IPERON DO ABOVE 'j(,,l(i)ATMID-SPAN (1)3.17CFROMEACHSASH /4111111 NDAtt _ FW FRAME �j"' CORNER CENTER OF t1 11 Rnaaed B7: Dots Ra�tyyn, SHOWN T CORNERAND(1)AT .��aoN.........Rli(7 TYRANCHORTYPE. �1,:'•VCEHSS'•,FP LS Nh EMBEDMENTAND : �: ReHsea t>r 0ota R,4,1— EWE DISTANCEPER �'E DISTANCE = No.5B705 •TY�= SUBSTRATE,SEESEE _i_ — =_ TABLE 3,SH —��EMBEDMEfT _ _ mLy. ® MvaP- VISIBLE LIGHT FORMULAS ;�':. )l IS Nus J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO 8 OX) %�.(� FLORIVT;:'� 1070 TECHNOLOGY ORIF iRl.: Nbtr. airoaRi6cDwooFOfla�M oa ue cx� SECTION D-D HEI H:D CKWICK DH1 -1/0 `Ssjp.... � � N.VENICE FL X275 HORIZONTAL ROLLER-LM 05/15/15 STRIP.SEE OTE 2 SHEET? ,'111111 t 1 I t" NOXONIS,R 34274 S.rtoe Uft 'N Snort 01c+L41 Ilo. Rer. A LYNN MILLER PE CERT OF AUIN.020298 HR-5510 NTS 4 OF 18 MD-HR5510-01 PFJ 691(15 WNO7/8'NOM7B'NOM. 5/16'AIA PVB 5/16°AIA PVB I 5/16•AIA PUB I I 5116•A/A PVB I I 7116•AIR SPACE 7116'AIR SPACE 3B'AIR SPACE 318'AIR SPACE 1/&A_GLASS 1/8'T_GLASS 3116'A GLASS 3118'T_GLASS ' a EXTERIOR a EXTERIOR a EXTERIOR a FJLTF1210R 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR- 4' R 4'MAX.O.C.-� �- CARDINAL SPACER CARDINAL SPACER CAROINALSPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 /// �j/ -►{ 718'NOM Imo- --�'{ 7/0"N7/a'NO&L 7/8'NOM 5/16'H/H SG I I 5116•H1H SG I 5116•M SG—I 7/16'A/A SG 7/16•AIR SPACE 318'AIR SPACE 318'AIR SPACE 5116•AIR SPACE 4-ANCHOR CLUSTER DETAIL U8 T GLASS 3/16•A OVSs 3116'T GLAS3 1/8'T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 4•MAX.O.O-►1 DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACEROR SUPERSPACEROR SUPERSPACEROR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER j/ �j/ GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 -�{ 7/B'NOM. Imo- � 71B•NOfS CJASS 3-ANCHOR CLUSTER DETAIL (BOR 77 R 78 armiYP I I 7n6•as sc 7n6'aA sG 72 74 114"AIR SPACE 114'AIR SPACE B•MA%.O.C. EXTERIOR a•MM.as a 3118•A GLASS 3/16'T GLASS 28 a EMERIOR a EXTERIOR 29 75 DURASEAL, DURASEAL, j/ 29 SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER ♦PvrnwmmmNTlw�Ll® a1 GLASS TYPE 15 GLASS TYPE 16 m� WI NON LYNN 1j� R.Itld TAY ad. IieriaM: 51 m o.aermWa trd 2-ANCHOR CLUSTER DETAIL - o �.�`�N'+ nu • =' '•.• .. :P�t�.ucENsg"'�F? e..a.e er• Da- ReAsbn V TYP.GLAZING DETAIL *:` No.58705 'Y IGLRSS TYPES 6,7,11815 gvm�„ MAY NOT BE USED IN THE GLAZING NOTES: - * _ ® Oescptlac 1tv¢ABovE7G. •A•=ANNEALED D: �• GLAZING DETAILS J ROGLASS SOWSKI Tc TEMPERED GREENED �Q'.• S TE F7 V�� 1070 TECHNOLOGY DRIVE MW Holt 'NAY NOT BE U'SEDZWfiTf'S 5�=:0�s NRi�®IBYIW AMYAKURRIIC&MAMERICIL INQ �;°ccss`.LURID�G��: N.VENICE.R.34275- HORIZONTAL ROLLER WINDOW-LM 05/15/15 P.O.BOX 1579 J-CHANNELOR INTEGRAL �i� �ONAL l, NOKONIS:FL 34274 smwww-L 5ca1s Shast hmNq No Ite.: FIN FRAMES FOR(AMINATED GLAZING COMPONENTS,SEE TABLE/,SHEET 2. / ��LNNN�ILILtN.PE PER SBT95 crDTr.OF AUrH.!29288 HR-5510 NTS 5 OF 16 MD-HR5510-01 TABLES: TABLET: GM..Type. Design Prossure(lbse) Gtu.Tym Design Prossumpsm?) s-a forXO or OX Windows a.s IorXOorOXWbldows Recd L.lel Rt A!Biek HWft uproaP R.K LA1M R2 A9Buek Heyikl.uPI.5r All Buck W4th- a50l-50 AnB hWWh* •851-70 wm7W WTW SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 0 HEADER HEADER TABLE S Indent toAll DQW6PrIssure and Anchor QuanttyTobiss SECTION DETAIL 21 FOR WINDOWS ETAIT 0 2t FOR WINDOWS WITH Mu. Mu. ml as. Rett D.,Tgn P—s An M-My LEVEL RI REINFORCEMENT LEVEL R2 REINFORCEMENT ' Width H02M i'p Incl (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SIGN M FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLYTO ALL HEIGHT e B FRAME TYPESa FRAMETYPESa W i 7 8 fs a CONFIGURATIONS) O CONFIGURATIONS)21 21 er e 0 D 7 ,9 10 7Y 4 10 8 20 10 )10 51• 1 e e 17 9. 4 2 7 6 1s 0 0% 76• BS a-e ] 8 7 9 10 e3• 4 , e 21 11 a SILL a BKl 72' 4 10 a 20 10 �• 7e, 10-15 a u e a It 14-1e 4 u e a2 +1 s-e 9 7 n 12 12lr or sae a 13 1 8 A 13 4,WADTH WIDTH )O% Tae 4 14 A as 14 10-12 a 15 a 2e m 14a• er to-1e 4 m e m 1e GRAIL MEETING RAR 25 21 JAMr*SASH �remgg . �PAtwN ulm.p171q w11a O. PMtM I2C Date 11111111 NOA9 RM.sd B/: 0e1e RM.bn: Nha'/lDadePm-dn��jjtyy,,JJLL�'�- ONy LYNN ��`�11�:'JGENSF'•.FR 6 a `Y.' -•.lY� RMaed aY• Dote ReHllon: dr No.58705 No1Es, ;�.• s IL- 1c � DESIGN PRESSURE TABLES J ROSOWSKI Y r 1)USE THESETABLES FORALLVANDOWS MSTALLEDTHROUGHTIIE FRAMEOR UMGRAL FM. :O,'•, S P •��` 1070 TECHNOLOGY DRIVE RINt Dafe 2)FRAME DIMENSIONS ARE BUCKWIDTH AND BUCK HEIGHT(SHEETS 3-0}SASH SIZE ISAS PERTHE FIGURE =,CS•..Ltmult, , N.VENICE•FL 34275 HORIZONTAL ROLLER-LM 05/15/15 3 FOR SIZES NOTSHOWN.ROUND UP TO THE NE%TAVARABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. 5' P.O.BOX 1528 4)'tXl -1/4-AND'U3131rr INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL YA7MNTHE SASHWIDTH �'��,'I'm..�1 `` Np%0185,FL 34274 Alit Sm1.; 9w.b Om tnp ka Rne �l WEE ADJACENT COLUMN.CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALWITHD) Al N M P.E. cERr.OF AUTH.129258 HR-5510 NTS 6 OF 18 MD-HR5510-01 TABLES: ow,Typo, DosignPresouto(Ibsfft7) s-s for XO or OXWmdows RddLna R3 Al Bock IIBW".Pto6T AD Bask WId9m .501-50 Y'READER opto TB SEE TABLE 19 FORANCHORAGE TABLES. GloaTyp,d sms Design Pressure(Ibagt)forXOX 22 5-B sass wldn Windows RdnL Led CaiOPanm RBa00M) Whd.Bak Hda"l SASH R3 4B• 54• W HEIGHT 35-VV K.%-h 11.391-17.391 .50.0 SDo .5aa 300 450.0 %0 38' SSSS-% 12308-12.308 .50.0 50-0 •50-0 S10 .50.0 -%a. 45710• y�3,x 11.391-W95 •500 30.0 .5111 .50.0 .50.0 30.0 35-3'.-% 11398.14683 .5141) -%0 •511A 50.0 •50.0 50.0 4T•3'P Y,%-y 11.391.12297 •510 310 •50.0 -50.0 •:LLD -%0 SS-X-% 12290.1&550 •SRD sD0 .SOo 50.0 •50.0 -%D SILL C.1an 11.391-12018 .50.0 310 .50.0 30.0 •510 30.0 g 57-t18" K_y,_K 12.o17.t139T 461.0 sao 4310 -5no 430.0 so.o 0 3S-X-K 13.398-17.018 •5110 %0 'M' -%0 •50.D 300 oaten 11.391-11397 •50.0 3110 450.0 510 45141 .50.0 w27TH %-33-% 13398.15300 .510 -%0 •5D.0 50.0 •50.o 30o X-%-35 15381.19.641 •SLu 50.0 •510 30.0 •500 510 Gc1a0 11.391-11397 •5110 310 .500 510 •50.0 %0 5*SASH e MEETWGRAIL 75• X-JS_# !13.98-19.110 •%a Sao .500 30.0 •910 30.0 Y.-%-35 10111-21641 .50.05B0 •50.0 %o .50.0 %o S.SBD .0.0 310 .50.0 310 .19.1• -131'22 2296` 35_y X 19.390.21.380 431.0 sao 430.0 30.0 +so.) 50) ta9rp-3 %-35-% 2061-30.30) •510 sDo 4522So.D .sD.o I 30.0 b 120 SSSS-% 3030D •5D.0 3Do 1.5111 1-%0 Nat• •447 •+50A50 FOR GLASS TYPES GS SEE TABLE 23 FOR ANCHORAGE "MIN.SASH SITE=WINDOW WIDTH-5928 2 SECTION DETAIL FOR WINODWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL pp..4,I 141m-mM FRAME TYPES& FIotW C CONFIGURATIONS) Dns 141&1 R,Ha,d BY: Oapc R.r7siac LYNN �v$:' .-.•�� Rmued 9r• Dete Rm.�,n: No.58705 NOTES: =ro.' I1�15 ,L- ® DESIGN PRESSURE TABLES J ROSOWSKI DIM TML' 2�FRFRAMEo n TABLESIF�BUCKWIDDTHAWMOWS NDBU�CKHEIGHTf�SHEETTS34).SASHSIZEIS/SPERTHEFIGURE 0�'• aT RRAME OR INTEGRAL FK E a; 7070 N.VMIICCE,)RS42755 HORIZONTAL ROLLER-LM 05/15/15 LDRI�. 3)FOR,'=NOT SHOWN•ROUND LTO THE NEM AWLABLE WIDTH OR HEIGHT DIMENSION SHOWNONTHE TABLE '��SS' �C� �� P.O.BOX 1529 4)`114-12-1/NAND"IM11S-1/Y INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLW[THINTHE SASH WIDTH si �ONA� .` NOXOWS;FL-1. yWsyyaesk yam tro drp �R ININ'T ADJACENT COLUMK'CUSTOM'INDICATES THAT NOSTANDARD SASH CONFIGURATIONS FALLWTMN ;if�Ma� spa �2oze0 HR�510 NTS 1-7 OF 18 MD-HR5510-01 TABLE 1+: TABLE 12, TABLE 13: Gime Trues Design Pressure(Ibafitr)for GI-TY Destgn Pressure Qbse)for Gto°�B8 sun Sas sun Design Pressure(bM)forXO%Wintlows 5-8 %OorOXWdows 10-12&14-16 XO0.rO% indows vftfth TABLE/O: Hlom ReNL L-1 Wind.Bk Height Rete4 Lem Wind=Bu4k Height �� C0116-11-- Rs89.M) ��� Giese Tr9ss Design Pmss✓tm Paffe) R4 48' 54' R4 w 0.1' 78' � 9B' 45 et' m' 0-6 for%Oor=,Windom 25-Ur •650 •70.0 +550 -RO .BSO ••T40 gg 2612' .6SO Auto •86.0 -110.0 •85.0 •110.0 ode 11-91.11947 MS0 -70.0 +650 -70.0 +�0 -70.0 +86.0 15.1 Rehd L-1 R4 AN Buck Heights up l97r 2T •050 •740 •850 -70.0 •050 -111 y 28' tOl •850 -1140 •BSD -110.0 or X-1A.9 11790-15']60 -M0 -70.0 •65.0 -70.0 •850 -7110 •650 70.0 96' •650 -70.0 •05.0 -RO +85.0 -T40 3 78' •�0 -1140 466.0 -1100 y'- • 1&M1-14611 .B'L0 -ro,0 -65,0 -70.0 40.10 -70.0 .Bao -T0.oAVBm3 W° Cw1cm 11,391-13-97 .850 -70.0 .650 3&6 •033 813 +512 312 ,Ote7W 4r •850 •70.0 .650 •740 .650 •70.0 4r -65.0 •i10.0 •BSO -110.04W -850 •70.0 .65.0 -740 -BSA •70.0 48' •640 . 7Y y_y-y 19.111.24.110 •a10 -70.0 +ESD 70.0 •660 -70.0 +562 380SEETABIE7D FORANCHORAGE 6P. +55,0 -T0.0 -BSO -740 466.0 •Too BP 4660Y.'y-y 1&111.21011 -6ao -70.0 .860 70.0 0.610 •70.0 -BSD 340+BSD -70,0 +BSO -ro0 •813' 817' 76. -850 -1035 -850 J94D 1538(1-1&39r +650 •70.0 +59.9 3LL9 •6..5 •66.6 +441 421 •+651-70 FOR GLASS TYPES 68 SEE TABLE22FORANCHORA('E 98• X-%'X 1a39e-21360 -650 -m.0 +621 37-1 +58,0 3a0 +50.7 341 SEE TABLE 21 FOR ANCHORAGE y3S•X 24181-3x360 +610 -70.0 +650 70.0 4830 m.3 .57.0 37,0 TABLE IS: 0 121 y_y_y -30.380 •6.5,0 -70.0 +5&9 399 .56.5 309 -411 19.1 a..Type' Design Prom m(IbsIR')for XOX HEADER •'MIN,SASH 52E- DOWWIDTH-5910 SEE TABLE 24 FOR ANCHORAGE 10-12 Seen 1 Windows TABLE I4: 2 RstnL lural "r9�esee q � v,imoaewm t son Design Pressure,Pse)for XOX Windows R4 4P 54' or raft Se.n Pm L.0 O.Ja re6m ' CuslOm 1/.191-11397 +85.0 -110.0 -SSD -110.0 0.65.0 •110.0 fLiga Dn) W4o9R Buell 714Wm BP yy-y4 /1395.11180 .BSO 410.0 -650 -110.0 +55.0 -110.0 5°• °S y-y-y 1SJ°1.19.641 •810 410.0 +330 410.0 -BSO •110.0 23 CW1mn 11.191-13397 -BSD -70.0 +0.40 -70.0 •BSO 70.0 +650 •70.0 c� Cah,m 11.391.11397 .85.0 -i10.o MSO -110.0 +660 410 6P y-}+i-X +3198-15-]88 •�0 -70.0 +650 -70.0 +650 70.0 -�0 -mo 93 Ts }�y-X 136.68-19.u0 .fi5.o -110.0 +aia -itao -BS-o -110.0 ASH g X-)S-y 11301-+aa1 .650 -ro,o .65.0 aao .660 70.0 165.0 .70.0 1� y-y-)S 13.111-24.511 •66.0 -110.0 -650 410.0 .65.0 -11aU HEIGHT 95 ge1m1 11.391.11.6.67 •660 -MO 456.0 -70.0 4MO -70.0 +610 -7Qo jj Custom 17.641 m 19.397 +69.0 •110.0 -MD -110.0 -65.0• •iD4.6• 76. y_y_y, 1]]98-levo 0.05.0 Tao .�-0 70.0 +04.0 70.0 •55.0 70.0 9P X-)6.-X 7&998-24-BO •BSO •1140 MSO •110.0 -55,0••109.Y 23 Y,%-Y. 7&111.24.641 +68A -Too •66.0 •"D .6&0 70.0 165.0 740 SS-Ys-SS 24.981-JLS/t .GSD -110,0 +65.0 -110.0 .650 -itao Qmtom 16.180-13.197 .fl10 -7ao •si0 aa0 •65.0 70.0, •ESA• m2 y_y y 211.541.32.50 +650 -vao .650 -vao .05.0 -1146 9P y_y_y i&998-x4-fi0 +86.0 •70.0 +66.0 700 MSO 70A 0.851 360• 1tP )S-y-Ys 32518.94541 •650 -110.0 .BSD -1+0.0 Mie -410.0 )6-Yi36 24381-30980 .fi5o •700 -m,0 Tao .610 -ro.0 +BSD 740 141 CI,eWO .. -31041 .510 -1140 •650 4 D.0 - .0--10411 Su 720` !L-)6.•Y. -34360 466.0 70.0 +CS.0 70.0 -60.0 70.0m2 •+65F110 FOR GLASS TYPES 11812 SEE TABLE 26 FOR ANCHORAGE +65F70 FOR GLASS TYPE B• SEE TABLE 25 FOR ANCHORAGE ••MIN.SASH 517E a WINDOW WIDTH-6938 ••MIN.SASH SIZE=WINDOW WIDTH-60.72 x TABLE 18 2 Glees Ty14x Design Pressures(lbsfft7)forXOX SASH tWDTH 14-18 son S° Wlndowe SECTION DETAIL WwIh WhH IawH conEOuremn Rim-ON Wkd-Buck H.V. e e MEE11NORALL FOR WINDOWS WITH R4 4r w e3• LEVEL R4 REINFORCEMENT Ouelem 1).391-13397 .650 410.0 -850 •110.0 -SBA •110.0 26 (NEW FORCEMENTSSHOWN 60• yy-y 19.799-16.3°0 •65.0 •110.0 +650 -110.0 •mo •1140 IN FIGURES APPLYTO ALL y-y-y TYPES& 15.361.19.641 .85.0 F-.- .650 -110.0 25.0 -110.0 '13 23 FRAME RATION Caw lt-91.13.397 MSO -650 -110.0 -65.0 -10&1 '� E� CONFIGURATIONS) 7Y y_)S_y 11390-19.110 .650 +810 -110.0 -65.0 -1020 V � App,..d ee.,ppl.s•tln• %-)3-X 14111•24.041 +650 •BSD 410.0 •850 •1D29 6bHds d ro astdn 17.041-la.397 .050 +650 -Hao MSO 97A two Date 80• X-X_y 19-W-24350 .610 .610 410.0 .690 92.0 111II1rr RSbd W. 01110: RrHdsru 4�Ih fYeO>°1-- y-R36124-31511-31.641 .610 +610 -110.0 M10 9a.4 `.1�0�4•(LYNN d!/(�!,, P7 171 yYi-y ?9,047-J2.6ta .850 •SSD •1099 +690 31.1 : '�;'`HGENSF'•.FP�% RsrWd ep D4N: Rmhlonr y-Ye-y 32out .39.041 •910 +&5.0 -105.0 -65.0 30.5 `� •-,asu4n I•• •39.641 .85.0 -830 &OSA •55.0 30.0 , _ 7 No.59705 _ wvn 8 SEETABlE x7 r-0fl ANCHORAGE 1 � - yn-T DESIGN PRESSURE TABLES J ROSOWSKI 2j F77AME DgMEUSETH NS1l7NS ARE BUCI�WILFS FOR DTH ANDD BUWS �CKHEIGHT(ED SEE SNEET33-0}SASH 6.¢E SAS PERTNE FIGURE. ••///THE FRAME OR INTEGRAL FIN. p i1sF ;���� 1070 NCE DIDGr ORIYE nfW. Dw: C06 o .• F HORIZONTAL ROLLER-LM 05/15!75 3)FOR SIZES NOT SHOWN.ROUND LL THE NEXT AVABABLE WIDTH OR HEIG1Hr DIMENSION SHOWNON7HETABLE. i .ss,tOH10P.•�C0`` P.O.BO%15x9 � � Stwt Rer 4)•114.12-tW'AND-113.11S1r3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWRHIN THE SASH WIDTH NO%OYIS,FL 3427{ RANGE INTHE ADJACENTCOLUMN-=STMT INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHIN I�M)� r.� �f•or. writ.�2o7so HR-5510 NTS 8OF 18 MD-HR551MI THE RANGE C.as TABLE 17: Glass Types Anchor Quantltles for XO Or OX Windows Max.Anehor O.C. Anchor Anchor 5-8 6esh Spac,ngfor"IntagraI CxoupE GloupF Width 30'Height 36"Height 48"Height 64'Height 30°Height 38'Height 48'Heighl 64'Height Fln"InafallaUon 3,g• q^ Head Head Head E Head E Head HeadIII Head E IHead Relnt.Leval (In) &S0III d sal 8 Sm .m a SN ., a salIii a Sill 8 SBI &Sm Rt .Anchor Group A m Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES gr.N.d a�Pbli.lAsr+ 25-12' 12147 1+C2F7 2 1+112+1 3 1+112+1 3 1+02+1 3 1+112*1 2 t+C2+1 3 1+112+1 3 1+C2N 3 FOR OX WINDOWS(XO SIMILAR): 28° 13.397 1+C2*1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+112+1 2 i+C2+1 3 1+C2+1' 3 1+02+1 31 ANCHOR QUANTITY "DAM-T O 38' 17.387 1+112 1 2 1+112+1 3 1+112+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+112+1 3 1+C2+1 3 PERJAMB � Pmd m 4r 20.397 1+C2+1 2 1+C2+1 3 1+112+1 3 1+112+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+"+2 .-----.R.U- 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORSATTREFC�DSECnON A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAR 80' 28.397 2+C2+•2 2 2+02+2 3 2+02+2 3 2+112+2 3 2+112+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 a(2)ANCHORS ATTHE SASH A 75° 38,897 2+112+2 2 2+C2+2 3 2+112+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2fC2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7ANCHORS AT THE SELL Anchor Group B Anchor Group D ELEVATION,SHEEr 1 51 _ 2&12° 12.147 1+112+1 2 1+112+1 3 1+112+1 3 1+112+1 3 1+112+1 2 1+112+1 3 1aC2+1 3 1fC2+1 3 FjFE {�SEE ELEVATION,SHEETI28° 13.397 1+112+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 I+C2+1 3 t+C2+1 3 1+112+1 3 I-1^SEE CLUSTER DEraLs,sHEEr5 "e x 38" 17.397 1+112+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 4r 20.397 I+C2+1 2 1+02+1 3 UC2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 r _,- SEE ELEVATION. BE °Iro o 48' 23.397 1+112+1 2 1+C2+1 3 1+C2+1 3 1+112+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / `O Xj m ELEVATION, � / SHEETI >n 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 2+112+2 2 2+C2+2 3 2+C2f2 3 2+112+2 3SHEETI MEETING RAIL O 75' 36.897 2+C2+2 2 2+C2+2 3 2+112-2 3 242+2 3 2+112+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z Lu y REPEAT ANCHOR PATTERNAT SILL SEE TABLE a FOR DESIGN PRESSURE U LLX N rA TABLE 18: FOR XOX WINDOWS: z °m oLU axo Glass types Anchor Quantltles for XO or OX WlndowB ANCHORQUANTITY c do CO I co 5-9 Sash 30'Height 38"HeIghl 48'He18hl 54'Height 30"Heighl 36"Helghl 48°Helghl 54°Height P�'�'� Z a z .� F w LL Width Head Head Head +a Head Head .a Head Head Head MEAD ANO SILLANCHOROUM1TIfY: -j O Rein[Level M) m III1+113+2+113+1 4 (p ANcxoltaTTHEsasH --I 8 Slll 8 SBI 8 Sm 6 5111 6 SAI 8 Sm 6 SBI S SDI ♦— W +ACLUSTEROF(3)ANCHORSCEHIEHEDATTNEMEMGRAL Z I�uS Anchor Group A Anch"GroupC +(21 ANCHORS AT THE FDIED SECRON 2512' 12.147 1+C2a1 2 1+112+1 3 t+C2f1 3 1aC2+1 3 +A CLUSTEROF(3)ANCHORS CENTERED ATTHE MEETWG RAIL ¢ J T +(1)ANCHOR ATTHE SASH d F Z 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND IDANCHORS ATTHE SILL Z — 36° 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2f1 3 o O O o m 1+112+1 2 1+112+1 3 1+112+1 3 1+C2+1 31 SEE ELEVATION.SHEETI 4r 20.397 Not AllowedU u7 SEE ELEVATION,SHEET 1 48° 23.397 t+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 --..{ SEEELEVATION.. EEr1 Q = _ 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 38.897 2+112+2 2 2+112+2 3 2+112+2 3 2+112+2 3 rl 1 SEE ELEVATION, 1L11I 1111//71 Anchor Group Anchor GroupD SEE X O X SHEETI `� ONy LYNN Mi�7!q 2512' 12147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1-C2+1 3 1+02+1 3 1+C2+1 3 �,,((��� ELEVATION. \ �3A ..N. Vi;-�•'� SHEETI SEE CLUSTER Q'= 28' 19.397 taC2+1 2 HC2+7 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 NC2+1 3 1+C2+1 3 1+112+1 3 / MEETING RALL DSA 38' 17.397 1+112+1 2 t+C2+1 3 1+112+1 3 1+C2+1 3 1+C2+1 2 1+C2ft 3 1+C2+1 3 1+C2+1 3 No.58705 REPEATANCHORPATIERNATSILL j- m 42' 20.397 1+C2f1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1402+1 3 -D NOTES: 48' 23.397 1+112+1 2 1-112+1 3 1+112-1 3 i+112+1 3 1+112+1 2 1+112+1 3 1+112+1 3 1+112+1 3 1)FRAME DIMENSIONS ARE BUCKWIrm ���'•.. s E T4, 60° 29.397 2+112+2 2 2+112+2 3 2+112*2 3 2+112+2 3 2+112-2 2 2+02+2 3 2+112+2 3 2+112+2 3 Max.Anchor O.C. Anchor AND SUCK HEIGHT(SEE SHEETS 341 •;FLORLD�::'�j\�� SASH SRP IS AS PER THE FIGURES ON i�'lCs ........ 75' 38.897 2+112+2 2 2+C2f2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing(OT"Integral• G.P F sHEErs s-R r SEE TABLE 7 FOR DESIGN PRESSURE FIn"Inl:tallatlon A" 21FORSBES NOT SHOWN,ROUND UP 70 7"VIII IILI 7HE NEM AVAILABLE WIDTH OR HEIGHT ALYNNMalERP.E OIMENSIONSHOWNONTHE TAB LE PFJ 68705 TABLET& Glass types Anchor Quantities for XO Or OX Windows Max.Anchor O.C. 5-8 �yh Spacing for"Integral- 30'Helot 36'Height 48'HeI9h1 54'Height 83'Height 30'Height 36'Height 48'Height 54'Height Sr Height Fin"installation Widih Haad Head Head Head Head Head Head Head Head E Head grohm Anehoc Relnf.I.eret g^� &SAI &SWIII 8 SISIll8 SW 8 SAI &SBI &SDI 8 SW 8 SW 8 SW Getup E Group F Anchor Group Anchor Group &S' 4• .,w ret 25.1/1• j12147 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 7+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 HC2+1 4 n°Ha° MI°rbc° oar � 28• 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 7+C2+1 4 1+C2+1 4 NOAe N{r�l ePrm°a �a1 36' 177.397 7+C2+1 2 1+02+7 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2N 4 1+C2+1 4 m 4Y 120.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+(x+1 4 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 46° X23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 t+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 _ SO• X29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+02+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 136.897 2+02+2 2 2+(x+2 3 2+C2+2 4 2+C2+2 4 2+03+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group B Anchor Group D 2&112' (12.147 1+C2+1 2 1+C2+1 3 7+C2+1 4 7+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28' X13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36• X17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 4 !� 0 O O m 4Y 20.397 HC2t1 2 1+(xN 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 7+C2+t 4 1+C2+1 4 Ir O UO O 487 X23,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >n °rro Io 80' x.29.397 2+02+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O a cy _ 7s �3&897 2+(2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C1+2 4 2+C2+2 4 z LL N LL m SEE TABLE a FOR DESIGN PRESSURE U oZ my q -1 m UJ TABLE zD: _ mm Glass Types I Anchor Quantities for XO or OX Windows Max.Anchor O.C- oZ az Q S acingfor"Integral- I LL 5-8 Sash 30•Height 38'Height 48'11ei9M 54'Height 63'Height 7Y Height 30'Height 38•Height 48'Height 54•Height 63•Height 7Y Height! pFin"Installation W O Width HeaO Heatl Head Head Head Head dead IM Head HeadIII HeadIII HeadIII Heador er -.1 O Rei^R4Lmel M) 8 S0 &SW &SWIII &SAIIII &SIB &SIR &SBI &Sig &SW &sill &SW &SW Group E Group F ®g Z Anchor Group A Anchor Group C �. 4' ¢ F 25-12' 12147 1+C2+1 2 1+C2+1 3 7+C2+1 4 1+Cx+1 4 I+C2+1 5 1+02+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 7+C2+1 5 7+C2+1 6 d I.- 28' Z tl was L6' 28' 13.397 NC2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 7+C2+1 2 1+C2+1 3 1+01+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 6 N O 36° 17.397 1+02+1 2 7+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 I+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 _ 4Y 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+7 6 1+C3N 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+03+1 5 U m $ Z O 48° 23.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+03+1 5 1+C2+1 2 1+C2+1 3 I+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 ¢ g 80' 29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+03+2 5 2+CA+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 6 2+C4+2 5 NOTES °rL1'90 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+CAr2 5 2+Cq+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+CA+2 5 2+CA+2 5 1ARE)FRAME � �YNNrl Anchor Group Anchor Group �SHEET53HT(SEE SIZE IS a 251/2' 12147 1+02+1 2 1+C2+1 3 NC2+1 4 1+C2+1 4 1+02+1 6 1+C2+1 5K2-C2+2 2 1+02+1 3 7+C2+1 4 1+02+1 4 1+C2+1 5 7+(x+1 5 ASPERTHEFlGURESON SHEETS ea. No,,6705 28' 13.397 1+C2+1 2 7+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+7 6 7+C2+1 52 1+C2+1 3 1+C2+1 q 1+C2+1 4 1+C2+1 5 1+C2+1 5 _�Y. Y 38• 17.397 7+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 7+C2+1 5 I+C3+1. 52 1+C2+1 3 1+C2+1 4 7+02+1 4 1+02+1 6 1+C3+1 6 2)FOR SIZES NOT - SHOWN,ROUNDUPTO �- m 4Y 20.397 1+C2+1 2 1+(2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C7+1 52 i+C2+1 3 1+C2+1 4 HC2+1 4 1+03+1 6 1+03+1 6 THENEXTAVAIlABLE �7fK w= 48' 23,397 t+G2+1 2 1+C2+1 3 NC2+1 4 1+03+1 4 7+C3+1 6 1+03+1 62 1+02+1 3 1+02+1 4 HC3+1 4 1+03+1 6 1+03+1 6 �TMORHEIGHT x"710'•. GA,OOF •l\�� DIMENSIONSHOWNON ,(.•••..FCORIOP.: 80• 29.397 2+02+2 2 2+C2+2 3 2+02+2 4 2+03+2 4 2+C3+2 5 2+CA+2 6 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 6 2+C4+2 6 THETABLE. '��FSS' 75' 38,897 2+02+2 2 2+Cx+2 3 2+C3+2 4 2+C3+2 4 2+CA+2 5 2+CA+2 5 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+-+2 5 2-04+2 6 3)SEESNEETDFORA „�0NAN- SEETABLE10FDRDESIGNPRESSURE TUIDE�TOUSINGTHI A LYNN.IULEA,PP. TABLE 21: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Isar 5-8 Sash 30•Helght 30'Height 48'Ndphl54'Height 03'Helght 30"Height 36"Height 48"Height 54'Helpht 63'Height Spacing for"integral-Groh F Width a Fin"Installation 4' Head Head Head Head Head Head Head Head Head Head RetnC IAKI (�) E E E E Fd •R4 8 SOI &SIII '-° &Sill N8 SII 8 SIO 8 SN .m 8 SIR -m, &S11 � 8 SN -, &SN � +�rnaumn��Jo Anchor GroupA Anchor Group Pbd4• •I ly O• 5 25-12' 12.147 1+112+1 2 1+C2+1 9 1+C2+1 4 1+C2+1 4 1+C2+1 4 �a ' O tl 20' 13.397, 1+112+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 M a•hodat 38' 17.397 1+C2+1 2 1+112+1 3 1+112+1 4 1+112+1 4 1+112+1 4 g 9 42' 20.387 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 m 4B° 23.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+112+1 4 80' 28.397 2+112+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group Anchor Group to Y 25-W 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2a' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2.1 4 1+C2+1 2 1+C2+1 3 1+112+1 4 1+C2+1 4 1+C2+1 4 W 36' 17397 1+C2+1 2 1+C2+1 3 1+C2+1 4 HC2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2N 4 1+112+1 4 > p y o 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+13 1 4 1+C2+1 4 1+02+1 4 }^ v w•O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 HC2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 HC2+1 4 1+C2+1 4 O -T 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+02+2 4 2+C2+2 4 2+C2+2 4 OJ I re 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 =w 12 •e SEE TABLE 11 FOR DMGNPRESSURE 00 pX N co TABLE 2T. F 2 Glass Types Anchor Quantities for XO or OX Windows 1s-112&lGLASS eis MAY ^ oo a `r 10-12 8 14-16 Soh .Flelght 38'Hdghl 4B'HdpM1t 59'Helghl 63'Height 78'Heighl 30'Helpht 36'Hecht 48'Height 54'Height 63"Height 79'Helght 'NOTBE USED Z a 2 W t... W LL Width Head Head Head Head Head Head Head Head Head Head Head F1eatl • FRINTEO FIN J RelnC Level On) &SN &SIO &Sin -, &SIO 8 SIII 8 SOI 8 SIII III-� &SIII ., &SIII -" .&SOIIII &SIII 8 Sill FRAMES Z O wH s R4 Anchor Group A Anchor Group C ® Q (a 25-12' 12.147 - 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+03+1 5 £ d F Z S� 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+C3+1 5 1+C3+1 S. of 38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C4+1 5 o Q O O � = N � In 42' - 20.397 NolA9owed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C3+1 6 1+C4+1 5 Z O IO 40" 23.397 1+112+1 2 1+02+1 3 1+113+1 4 1+113+1 4 1+61+1 5 1+C4+1 5 Q 2 8 = 60' 29.397 2+112+2 2 2+112+2 3 2+113+2 4 2+113+2 4 2+CA+2 5 2+114+2 6 NQS 75' 38.897 2+112+2 2 2+112+2 3 2+113+2 4 2+114+2 4 2+114+2 5 2+114+2 5 1) )MERB cK IwIOtH ��•1a0NY LYNN Anchor Group B Anchor Group D BUCK NECK WIDTH ��d�.- 4L� 25.12" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2H 4 1+C2+1 5 1+113+1 5 1+112+1 2 1+112+1 3 1+112+1 4 1+112+1 4 1+112+1 5 1+113H 5 SHEETS sa).SASH S� P: UCENSF••.�c��'� ASPER THEFIGURES ON =�.: • 28' 13.397 1}C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+112+1 4 1+C3+1 5 1+C3+1 5 SHEETS B& rvo.58705 •'•.Tk ,Y 38' 17.397 1112+1 2 1+112+1 3 1+112+1 4 HC3+7 4 1+113+1 6 1+114+1 6 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 z)FOR SRESNOT .•D: - SHOWN.ROUND UP TO '70 9 In 42' 20.397 1tC2+1 2'1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C9+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+114+1 5 TMENEMAVAnAe-T %O�•'• st Eo S;=��` 48' 23.397 14C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+04+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+CAH 6 1+C4+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON :i�i9--(OnIDA,.:�[1�: 60" 29.397 2>C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+CA+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+114+2 5 THE TABLE. ''•AOrVAL ENG 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+G4+2 5 2+C4+2 6 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+CA+2 4 2+C4+2 6 2+04+2 5 3)SEESHEETOFORA ...... � SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USINGTHESI ALYNN 6411E11 PE TABLES PEl5aT05 TABLE 23: Gw.To. Anchor Quantities for XOXNRndows 5-8 aseh S4ah 2C Hopi W VWI 36'Wight 48')IdpM 54•Haiphl 83'HaipM Zr Fbipld 30'Wiphl 36 FAM9M 46•Hoipht Sr HsiOM 63•Height Conlpuntlan YMdN R R3 M) Head8516 F4 Head d BE N-1 HosdSSM Wad 8601 5 Head ASa ,� 1kad8S01 Head8S111 HoadBSm lbed65iY Hrd63AI Wad 6501 .,. R7 i AmhmfbdlpA AnchorOroupC 35-174' )S-Y-Y 11.391�-tt391 1+C2+O+C2N 2 I+WO+C2+1 2 14C2+O.C2+1 3 1.C2+O+C2.1 4 1+C2.0.W, 4 t+C2.0+C2+1 4 1+12.0.:2+ 2 1.C2+O.C2+1 2 1+C2+O+C2+1 3 t+C2.OHx+1 4 1.0210+02+1 4 1.02+O+C2N a �� uevmplTlgwlll ia. 38' Y-y-X 72306';12309 HC2.o1C2+1 2 1+C2.01gN z 1.CND.Cd+1 3 1.02.0102+1 4 1.C2.O+CN1 4 1+(x.0+[1+1 4 t.CH0.C2N 2 Nq.0+C2H 2 t.c2.o•cz+1 S t+cz.acz.1/i.cx,a11.1 4 HC2.o.T1.1/ Nw X_Y.y 17.391.13997 NC2+01C2+1 2 1.02+O C2+1 z 1+C2+aC2+1 3 1.C21WC2+1 4 1+C2+MC2+1 4 t+C2+0.C2+1 4 t+(x+M 12N z 1+C2w.f1.1 z 1.C2.aC2.1 3 t+(x+aC2.1 41111-C2-0-M-1 4 t.C1+0102+1 4 �V 45.118' atl+Pmds+t X-Y-X 13.399,-14.683 1.C2+0+C2+1 2 1+C2.O.D2+1 2 1.C2+OHx.1 3 1+C2+0+C2+1 4 1.C2+O.C2+1 4 HC2.O+C2+1 411+C2+0"2+ 2 1+C2+O.C2+1 2 1+C2+O+C2+1 3 1.C2+0.C2+1 4 1.C2+O+C2.1 4 t.C2+0+C2+1 4 X-Y-y. 11.391-12.297 1.C2+1+C2+1 2 1+C2+1+C2+1 2 1.C2N.C2+1 3 I•C2+1.C2+1 4 1+(1+1+C2.1 4 HC2+1.C211 4 1+C2+1.C2.1 2 1.C2+1+C2.t 2 1+C2+1Hx+1 3 1.C2+1.C2+1 4 1.C2+1.C2.1 4 1.02+1.02+1 4 4714' X_X_X 12196_15.558 1.C2+0.C2+1 2 1+02+010211 2 1+C2+O.C2+1 3 1.Q+O.f1N 4 1•C2.O.C2N 4 1+02.0.02.1 4 1+C2+O.C2+1 2 1.CN0H7N 2 HC2+0.02+1 3 NC2NHC211 4 1.C2+O.lx+1 4 HC2.O+C2+1 4 Custom 11.991-12018 t+C2+1+C2+1 2 1+C2.1+C2+1 2 1+C2+1+C2+1 3 1+C2+HC2+1 4 1+C2N.C2+1 4 14 1+02.1 4 1+Q.1.C2+1 2 HC2+UC2+1 2 7+C2N+C2+t 3 1.C2H•C2.1 4 1+C2+1+C2M 4 14C2+1.C2+1 4 a 52-119• Y-K-Y 12017-13.397 1+C2.1+C2.1 2 1+C2+1.C2+1 2 NC2N+432.1 3 1+C211+C2+1 4 I+C4+i+C2+1!1+C2.1+C2+ 4 1+C2+1.C2+1 2 1.C2+1.C2+1 2 1.C2+1+C2+1 3 t+C2+1+C2+ 4 t.C2N.C2+1 4 1+C2+1+02+1 4 Y-K-K 13388-17.018 1.C2+O+C2+1 2 1.C2.o.C2+1 2 1.C2.0.C2+1 3 I+C2+OtC2+1 4 1.C2.D.C2.1 4 1+C2+O.C2+1 4 1+CY.O+C2+1 2 1.C2+0.C2.1 2 1+C2+0-C2+1 3 1+C2.0.C211 4 NC2.O.C2.1 4 1+C2+O+C2+1 4 Custom 11.391-19397 1.C2+1+C2+1 2 1.C2+1+C2N 2 1+C2+1+C2+1 3 1+C2+1+02+I 4 i.Cz+i.C2.1 4 1+C2+1.f1+1 4 1.C2+11C2.1 2 1+C2+1.C2+1 z 1+C2+I+Cx+1 3 1.C2+1+C2+t 4 7+C2+1.C2+1 4 1+02+1.wl 4 BP Y-%-Y 13.398-75.360 1+C2+1.C2+1 2 i+C2.1+C2+1 2 1+02+NC2.1 3 I.C2+1.C2+1 4 I+C2N.C2+1 4 NC2+1+C2+1 4 i+C2+1+02+1 2 I.C2+1.C2+ 2 1+C2+1.C2+1 3 NC2.1.C2.1 4 1.C2+1+C2+1 4 1+C2N+C2+1 1 Y.-Y,% 15.361-19.841 1.C2.O+C2N 2 NC2.D.C2+-2 1+C2.0+C2+1 3 1+C2+0•C2+1 4 1.C2+DIC2+ 4 HCd+O•C2+1 4 1.C2+OM2.1 2 1+C2+D.C2+.2 1+C2.O+C2.1 9 1+12+0 C2N 4 t.C2 0 G2N 4 1+02+0 C2N 4 � j Ba Custom 11.391-19397 NC2+3.C2.1 2 1.C2+3.02.1 2 1.02+3.02.1 3 1+C2+3.C2+1 4 7+C2+3+C2N 4 I+C2+3+C2+1 4 1+C2s3+C2+1 2 I+C2+3.C2+12 1.C2+3.C2+1 3 1.C2.3+C2+1 4 1+42+3+C2+1 4 1.C2+3+C2+1 4 O 0 p 7S X-y-y 19398-79.110 1+C2+2•C2.1 2 I.C2+2+C2+1 2 1.C2+x+C2+1 3 1.C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2.C2+1 0 1+C2+z.tz+1 z 1.02+2+C2N 2 1+C21z.1z.1 3 1+C2+z.c2N 4 hC2+2.C2.1/1+02+2.02+1 4 K O O_ Y.-%-Y. 19.111-24841 I-C2+1.C2-1 2 1+C2+I+O2N 2 1+C2+1.C2+1 3 I+C2+1.C2N 4 1+C2+1.C2N 4 1•C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+02+1 2 1.C1+11C2N 3 1+02+1+02.1 4 HC2+7+C2N 4 HC2+1+02.1/ °I0Q U) } n Dust- 19.360-19.37 1+C2+3+C2+1 2 1.C2+3+C2+1 2 1+C2.3+C2+1 3 1.C2+9+C2+1 4 1+C2+3+C2+1 4 1+C3+3+qN 4 1.C2+3.C2+1 2 1+02+3.02+1 2 1•C2.3.C2+1 3 1+C2+3+C2+1 4 1.(1+3.C2N 4 1.C2.9.C2+1 4 � Y-Y•Y 19.308-24.360 1.C2+3+C2N 2 1+C2+3+C2N 2 1.02.3.02.1 3 11C2+3HxN 4 1.C2+9Hx11/1+q.3+qN 4 1.C2+3+C2N 2 1.C2+3+C2M 2 1.02+3102+1 3 1+02+3+02.1 4 1.02.3+02+1 4 1.02+3+CP1 4 �+ _ J m o Y- -Y 24.381-30.380 1+C2.2.C2+1 2 1.C2+2.C2+1 2 1+C2+ ME 2.CWI 3 1.02.2.02+1 4 1•C2+2.C2H/fKS.2+gN 4 1+C2.2Hx11 2 1+C2.2.11N 2 11(x12+CN1 3 11C2+2.C2N 4 1.Ix+2.C2N 4 1.0212102+1 4 Z LL LL m am 0 120` Y-Y-Y •' -30.390 1.02.3.02+1 2 NC2.3M2N 2 HC2+3.C2.1 3 HC2.9+C2N 4 HG2+3.C2N 4 Hq.3+q+1 4 HC2.3.Q+1 2 NC2+3.CL+1 2 NC2.3H1+1 3 1+fx+3Hx+t/1H1.3.R.1 4 HC2+3.C2.1 4 U U_ X N o (A Anchor Gmup9 Anchor GmupD t- 00 J 35.114' X-Y-Y 11.331-11.391 I+C2+0.C2+1 2 1+C2+O+C2+1 2 Hq+O•C2+1 3 1.02+OM2N 4 1+C2+O.q+1 4 1.02+0.(xN 4 1+C2.O+C2+1 2 1.02.oHx.1 2 1+C2.O.C2+1 3 NC2.O.C2N 4 1+C2+O+C2N 4 1+C2.O+C2+1 4 n> 0 0 0� J OD 39• %-Y.-% 12.309-12308 1.C2+0+C2+1 2 1•Cx+O.QN 2 1+C2.DHx.1 9 1.C2.0-C2+1 4 1+01.0.C2.1 4 I.C2+O+C2+1 4 I.Cz.D+C2+t z 1+C2.o.C2+1 2 7+C2.D.C2+1 9 1+C2.0.C2.1 4 1+C2.0.C2.1 4 t+C2.01C2+1 4 Z a z ¢)... LL L6UC Y-y-Y 11.391-19397 1+C2+D.C2+1 2 1+C2+O+C2N 2 1+Cz+0+C2+1 3 1+C2+OHx+1 4 1+C2+O+C2.1 4 1+C2.WC2+1 4 I+CMIC2.1 21+CM.C1N 2 1+C2+NC2+1 3 NC2.O+C2+1 4 1.C2+GM2+1 4 1+CN01C2+1 4 W O X-Y-% 13.995-14.893 t1C2.0+C2+1 2 1+C2.O+C2+1 2 t.C2.D+C2+1 3 1+C2+0.C2+1 4 1.C2.O.C2.1 4 i+C2+0.C2+1 4 1+C2+O+C2+1 2 1.C2+O.C2+1 2 1H1+O.C2+1 3 1+C2.O+C2+1 4 1+C2+0Hx.1 4 1+02+01C2.1 4 r O N 74• X-Y-Y 11.391-12287 1.C2+1.C2+1 2 1+C2+f.C2+1 2 1+C2+14C2+1 3 1.C2+1+C2+1 4 1+02+1.C2+1 4 t+C2+1.C2.1 4 1.C2.1+C21t 2 1+C2+1+C2+1 2 I.C2+1+q+t 3 1+C2.I+C2+1 4 71C2+1+C2+1 4 1.02.1+C2+1/ Z ...¢ %-%-A 12188-15.656 1+C2+0+C2+1 2 1+C2+O.C2.1 2 1+C2.0.C2+1 3 1+C2.O4C2+1 4 1.C2.aD2+1 4 1.C2.O.C2+1 4 i.C2.0.(x+t 2 I.C2+O.C2+1 2 1.C2+O+C2+1 3 1+C2.0+C2+1 4 1+C2.O+C2.1 4 1.C2+O+C2+1 4 ® J F Duston 11.391-12.016 1.C2+1+C2+1 2 71C2+1+C2+1 2 1+C2+1.R.1 3 1+C2+1.C2+1 4 1+C2H.C2+1/I+C2+1+C2+7 4 HC2N+02+1 2 HCx+i+C2N 2 1+Cx1NCN1 9 11C2•NC2+1 4 1+C2+1.C2.1 4 1•C2+1+E; 4 (•j Z Z 52-06• Y.-Y,% 12017-13397 1+C2+1+O2.1 2 1+C2+1.C2+1 2 1+C2+1+C2+1 3 1+C2.1+C2+1 4 1+C2+i.C2.1 4 1+C2+1+C2N 4 1.0E+1.C2+1 2 1+C2.1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2N+C2+1{ ??tt Y-K-X 13.398-17.019 1.C2+0.C2+1 2 1+CM1 M+1 2 1+C2+0+C2+1 3 1.C2+O.C2 1 4 1+C2+O.C2+I/1.C2+O+C2+1 4 1+02.O+C211 2 1+C2+MC2+1 2 1.C2+O+C2.1 3 HC2+O.C2N/1+02.0+02+1 4 1+C2+O.C217 4 O N q m Custom 11.391-13.397 1+C2+1+C2+1 2 HC2+t+C2+1 2 1.C2+1+C2+1 3 1+C2.1.C2+1 4 NC21NC2N/11C2+1+C2N 4 1.C21HCN1 2 1+C2+NC2N 2 NC2+i+C2+1 9 t.C2H+C2+1/1.02+1+C2H/NC2+HC2N/ U �+ to BD• Y-y-Y 13396-15380 1•C2+1+C2+1 2 1+C1+1.C2+1 2 1.C2+NC2+1 3 1.C2+1+C2.1 4 I.n2.1.C2N 4 I+C2+7+C2+1 4 1+02+1.C2+1 2 1+C2+1.C2+1 2 1+C2+1.C2+1 3 1.(2+1+D2+1ll 1+C2+1 4 NC2+HC2+1 4 cwi Z O Y-Y•K 15391-10.841 t+q+0+C2+1 2 7.C2+0+C2.1 x 1.wo m+1 3 1.C2+a(x+1 4 1+C2+aC2+1 a 1+C2.O.C2+I 4 1+02.0+02.1 2 I+CNbC2+1 2 1+C2.o.C2+1 3 1.C2+O+q+1 +C1.1 4 1.02+OHM+1 41 ¢ _ _ Custorn 11.391-13387 1.C2+31C211 2 1.C2+3+C2+1 2 I+C2+7+C2+1 3 1+C2+3+C2+1 4 1+C2+3HR+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C213+C2+13+C2+1 4 1+DY.34C2+1 4 w6L :s0 7S X_X 19.1181•24841 1+C2.1+Ix11 2 NC2.1.C2N 21+02.1+02.1 9 1.011 0211 I 1+432+1.C2N 4 1.C2+1.C2H 4 1.C2N+02.1 2 1.C2N.,2 1.04+1+0211 3 1+02N 02+1HC2+1 4 110 1.02+1a10.350-19.37 1.C2+3+C2+1 2 1.C2+3+C2+1 x 1+02.3+02.1 9 1.C2+3+C2+1 4 1+02+3.C2+1 4 1.C2+3+C2+1 4 1+842+31C211 2 1+02.9+842+1 2 1.02+3.02+1 3 1.02+3+C2+1C2+1 4 t.C2+31C2+1 4 `=�:'VCENSg -_EP1 -24.960 1.02+3.0211 2 1+CH3Hx+1 2 HC213+C211 3 NCd+3.C2.1 4 t+C2.3+C2.1 4 1+C2+3+C2+1 4 1.CN3Hx11 2 1+02+3.02+1 2 1+C2+31C2.1 3 1+C2+S+C2N3+CN1 4 HC2.3+C2.1 4 -*Y-X-y. 24.381-30.380 I+C2+21C2+1 2 1.C2+2+C2+1 21.C2+2+CL.1 3 1+C2+2.C2.1 4 1+C2+2+C2+1 4 t.C2+2.C2+1 4 1+02.2.02.1 2 1+02+ z 1.C2.2.C211 3 1+C2+2+C2+12+C2+1 4 1.Cz+2.C21 4 -*' H°'S9705•j -30.360 1+02+3.02.1 2 1.C2+3+C2+1 2 1.C2+3+C2N 3 I.C2+3.C2N 4 NC2+3•C2+14 NC2+3+C2.1 4 NC2.3.C2N 2 1+02+3+0211 2 NC2.3Hx+1 3 N(x.3+C2+13.C2N 4 HC2+3+C2N L4 SEETABLE 9 FOR DESIGN PRESSURE 'N V� IIqq// lJ wz "MW.SASH 56Ev W7NDOWWIDTH-59.2§- NOTES :PO SALEO ��� Max.Anchor O.C. Pnchm A} Afldhor 2 1)FRAMEDIVENSIONSARESUCK WIDTH AND BUCK HEIGHT SHEETS 3 SASHSREISA.4PER THE FIGURES ON SHEETS S& Spacing for"Integral•GWpE 841701 2)FORSL7ESNOTSHOWN,ROUND INTOTHENEXTAVAILABLEWIDTHORHEIGHTDWENSIONSiOWNONTHETABLE SSfONA4 ` 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES Fin"Installation 2•g 4• 4)114_112_11C AND•1111r1.117 INDICATE THAT THOSE STANDARD SASH CONFIGURAMONS FALLWDHNTHE SASH WIDTH RANGE A.L1RaNg1EP,PE IN THE ADJACENT COLUMN.'CUSTOM-NDICATES THAT NO STANDARD SASH OONRGURAMONS FALLWRHIN THE RANGE PE+69fa3 TABLE24: OW.T7PB9 Anchor Quantlllesfor XOX Windows 5Ee Height Heid 9 He1pM FAW tldp HWA I t FW9h Hdph p ft ht�h 24'W 30' 98'Hal hl 19' S9' 83' M 24' 30'W t 38 1 48' ! 54'HM M 03' Al R*L Lard °w/p1°u. P-P6) Hoed E S7 WadESi Head ESN lkad ESD WodE Shc HaW Ean Hoed&SB MeadE Sajjj HeadE591jjj BeadESH Wad ES91 WbBSA R4 Anchor OnmpA ' Anchor Group App(OnCmmnp0lgaYM 354/4' X-Y-X 11591-11.391 1.C2.D,C2+1 2 1KK+O+C2+1 2 1.C2+MC2+1 3 1.C2+O.Cbt 4 1.C2+D+C2+1 4 1.C2+0+C2+1 4 pai74a IdipC �� %0 38' y-Y-Y. 12508-12.308 1+C240,C2.1 2 14C2+O.C2+1 2 I.C240+C2+1 3 1.Cbo+C2.1 4 1Hx+0+C2+1 4 1+C2+O+C'2+1 4 °i" T• 14048 18-118' y-Y-X 11.3£11-13.387 1.0240.02+1 21+02+O.C2+1 21+C2+O•C2.1 31+0240+02+1 4 HC2.O+C2+1 a 1*1*11+1,+O.CLN 413.398-14.681 7+C2+O+C2+1 2 1.C2.O4C241 2 14C2+O+C2+1 3 14C2+D+C2+1 4 1Hx+0+C2+1 4 40+C2+1/47Sid' Y-Y-Y11.391-12.297HC2+HC2+t 2 1.0241.02+1 21+fx.HC2+1 31.02.7,02+1/1.C2N+C2N 4 ,NC'N1 4X-Y-% 12288-16.658 14C2404C2+1 2 1+C2+0+C2+12 1.C2+D.C2N 3 1+C2,O+C2.1 4 1+C2+0-..4 .O+02+1 4Custom 11581-12.018 1+C2.1+C2+1 2 1+C2.1.C2+1 2 1+C2+1.C2+1 3 1+C2+1+C2+1 4 NC2+1H1+1 4 .1+C2+1 4S'2-128' Y-Y-Y 12.017-13.397 1.02.1+C2+1 2 1+C2+1.C2+1 2 1+C2+1+C2+1 3 I4C2+1+C2+1 4 1+C2+1+C2+1 4 +1+C2+1 41X-Y-X 13598-47.018 HC2.O4C1+1 2 1+02+O+C2,1 2 1+C2.O+C2,1 3 HC2.O4C2.1 4 i+C2+0.CZ+1/ 40+02+1 4Qmlom11.391-13397 NOIAPowed 1+C2N.C2+1 2 14C2N+C2+1 2 1+C2+1+C2+1 7 NC2+NC2+11i4C2+t+C2+1 4 +/4C2+1 4y-Y-y 13598-15M 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+CZ+1 3 1+C2+1+C2+1 4/4C2+t+C2+1 4 +1.C2+1 4X-%-Y 15.361-178.641 1.C2,D4C2+1 2 1+C2.O,C2+1 2 i+C2+0+C2+1 31+C2.O+C2+1 4 1+C2.0+C2+1 4 .0+C2+7 4Ctam 11501-113.397 14C2.3+C2+1 2 1+C2+3+C2+1 2 1+C2+3,C2+1 3 1+02+3+02+1 4 i+C2.3+C2+1 42+3+02,1 4O O , 76' y-y-y 13.391!;18.110 NC2+2402. 2 14C2+2+C2+1 2 1+C2+2.C2+1 3 7.C2.24C2+1 4 7+C2+2.C2+1 4 +2+C2+1 4-%-X 19.11124.841 1.02.1.02+1 2 1.C2.1.C2+1 2 1+C2+1+C2+1 3 I.C2+1+C2+1 4 1,C2+1+C2+1 42 I-W+1 4 > aCustom18.397 1.C243+C2+1 2 t+C2.3+C2+1 2 1+C2+3+C2+1 3 74C2.3+C2+1 4 1+C2+3+C2+1 42+3+C2+7 40N88' Y-X-Y. 18598 J2458° 1.02+3+02+1 2 HC2+34C2,7 2 1402+94(x.1 314C2+3+C2N/1.02+34C1N 42+3+02.1 4 -',� X-X-X 24581130.380 1+02.2+02+1 2 14024240241 2 H1x,24C2+1 9 1+C2+24G2N 4 1+02+2102+1 4 1,C2,z+C2N 4 Z LL e ro =ti ^2 121r X-X-Y. J30.360 t+C2+3+C2.1 2 1+C2+34C2+1 2 1402+3+C2+1 3 1+C2+3+C2+1 4 t.12+3+C2�1 4 1+C2,3.C2,1 4 W O O f W av Anchw GmpB Anchor Group oZ my J a++o 35-t/b' X-Y-X 11591117.391k1-02+D+C2+1 xH 2 14C2+O4C2N 2 1+024°+C2N 3 1.C2+p+C2+1 4 1+02+D+C2+1 4 1402.0+02+1 4 1.0240.01.1 2 14C2.O+C2+1 z t+(x+p+C2N 3 140240+02+1 4 HC2+O4C2+1 4 t+C2+MC2,1 4 n O O 38' X-Y-Y 125081123052N 2 HC2+O+C2.1 2 1+0240402.1 9 NC2404C2H 4»02+0+(x+1/HC2+O,C2N 4 1.C2.0+C2+1 2 14C2404C2N 2 1.1x.11402+1 3 HC2404C2N 4 1+C2+0+C2+1 4 1.C2404Cbl 4 Z d Z F !L 45-118' %-y-y 11381:13.397C2+1 2 1+C2+o.C2+1 2 1Hx+U+C2+1 3 1KR.O,CN7 4 1.C1+O+C2+14 1402+O+G2+1 4 /+C2HNO2+1 2 74C2+O+C2+1 2 1+C2+O+C2N 3 1+C2+O+C2H 4 1+C2,D+C2+1 4 1+C2+O+C2+1 4 W O X-Y-Y 13598:14.683C2+1 2 t+C2.0+C2+1 2 1.02.0+C2+1 3 1+C2+O+C2+1 4 14C2+(HC2+1 4 1+C240+C2+i 4 1+C2+O4C2+1 2 1+C2+0+C2+1 2 1+C2+O4C2+1 9 1+C2+O+C2+14 1.C2.0+C2+i 4 1.C2.O.C2+1 447 14' X-Y-Y 715111:12.297C2,1 2 1+C2+t.C2+1 2 1+C2,1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2.1 4 14C2+1+C2+1 4 t+C2+1+C2+1 2 1+C2+t4C2+1 2 I+C2.1+C2+13 1+C241+C2+1 4 1+C2+1+C2+1 4 1.C2+1.02+1X-X-X 12288 1s.550C2+1 2 I+C2.0+C2.1 2 1+C2+O4C2+I 3 1.02+0+°2.1 4 1.C24D 02+1/14C24D,C2,1 4 1.C2.G+C2+1 2 1402+O+C2.1 2 1.C2.D+C2+1 3 1.C2.O+C2+t 4 74Q.o.C2+1 4 1.CL.O+C2+1 1 mCwlom 11.381 L 12418C2+1 2 1+C2+1.C2.1 2 1.C2+1+01+1 3 1.C2.1+C2+1 4 1+C2.t+C2+1 4 14C2+t+C2+1 4 1+C2,7+C2+1 2 11C2.1,C2+1 2 1.C2.1.02+ 3 1+C2.I.C2+1 4 1+C2414C2.1 4 1+C2+1+C2.1 4 d Z 52-118' Y-X-Y 17417%13307C241 2 1+02+1+02,1 2 NC2.1+C2H 3 1+02+»02+7 4 1.C2N4C2+1 4 1.02.1+01+7 1 1.CN1+02+1 2 1,02.1.02+1 2 1.C2N.C241 3 1.02.1,02,1 4 1+02+7+02+1 4 1+C2.t.lx+1 a O Z 33 X-X-X u599�17.018 t+C2.0+C2+1 2 7.C1+0+C2+1 2 Hfx+04CZ+7 3 1.C2.O+Cz+1 4 1+C2+D+C2+1 4/4CND+C2.1 a 1.C240+Cz.1 2 i.C2+0+C2+1 2 i+C1.D.C2+1 3 7.C2+0+C2+1 4 1+C2+&C2+1 4 1.C2,0.C2+1 4 o N o Cwtom 11591 F 13.397 14C2+1+C2+1 2 I.C2+1,C2+112t4CZ+3+C2+1 C2+t+C2+1 3 1402+1+C2+1 4 I+C2+1.C2+1 4 1.C2+1+C2+1 4 1+C2+1+C2+1 2 14C2+1402+1 2 1402+1+CZ+7 3 7.02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 9 V Q' N 60' Y-X-X 13598,'-15.380 1.C2+1+C2+1 2 1+C2+1+C2NHx+7+C241 3 7+C2+1+C2.1 4 1+C2+1+C2+1 4 1+C2.t+C2+1 4 1+C2+1.C2+1 2 1+02+1+C2+1 2 1+C2+1.C2+1 3 I4C2.14C2+1 4 1.C2+14C2+1 4 t4C2+1402+1 4 u Q = D' Y.-%-)S 15.381-19.841 t+C1+0+02+1 2 1+C2+D4CZ+1C240+C2+1 3 1.C2.0+C2+1 4 t+C2+0+C2.1 4 t+C3+O+C3+7 4 1.C2+O,C2+1 2 1+C2.O+C2+1 2 1+C2+0+02+1 3 I+C2+0+C2N 4 t.C2.0+C2+1 4 1+C2+0+C2+1 4 = Cusiom 115811-13587 i+C2+3+C2+1 2 74C2+3+C2+1Cz+3+C2+1 3 t4C2.3+C2+1 4 1+C2+3.C2+1 4 1402+3+02+1 4 1+C2.34C2+1 2 1+C2+3.C2+1 2 1.C2+3+C2+1 3 14C2+3+C2+1 4 1.C2+3+C2+1 4 1.C2+3.C2+1 4 eru�saa'� 7S XXX M19MS�-24.= iHx+/.C2+1 2 HC2+14C2+1C2+1+C2+1 3 1.C2+t+C2+1 4 1+C2N+C2,1 4 1•+C2+1,C2+7 4 t+C2+1+C1+1#l+C2+34C2+1 1 C2+1 2 1•+C2+14C2+1 3 1+C2+t+C2+1 4 1+C1+1.C2+1 4 H(x.1+C2+1 4 ,pN`......'/ .)LYNNNl Coelom 1+C2.3+C2M 2 14C2q+C2,1C2,3,C2H 3 7+02+3+02.1 4 1.C24NC2.1 4 1+C2+3+C2+1 4 1.0243.02+1 3+C2+1 2 I.C2+3,C2+1 3 I+C2,34C2+1 4 1+C2+3+C2+7 4 I1C2+34C2+1 4 10ENSp'•.,9 �i 96' Y-Y-y HC2+9.C2+1 2 riC2,S4C241 3 74C2+34C2+1d 1+C2+3+C2+14 1+C2+3+C2+1 4 1+C2+3+G2+1 2 7+C2+3.C2+1 3 1+C2+34C2+1 4 l+C2+3+C2+1 4 1+C2+3+02+1 4 '% No.50705%-X-Y 1+C2+2.C2H 2 HC2+24C241C242+C2N 3 1+1x42+C2N 4 1+C2.24G2+1 4 HC2,2+C2+1 4 1+02+2+C2,1 2+02+1 2 1+C2+24C2+1 31.C2+2+C2N 4 1+C2.24C2+1120' Y-Y-Y. 1402+3+02+1 2 1+C2+3+C2+1C2+3+C2+1 3 1+01+3+02+1 4 1+C2+3+.+l 4 1.02.3.02+1 4 1402+3+C2+1 3+C2+1 21+02+3402+1 3 1.02+3+02+1 4 NC2,34C2+1 a HC2+3.C2+11 = 'a �z �T SEE TABLE 13 FOR DESIGN PRESSURE �� �17 ••MIN. SASH 5�nW64DOW WIDiM-b9.28 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). O S Max.AnchorO.C. Anch°r 2 SASH SIZE ISASPER THE FIGURES ONSHEETS 68 GrliupF 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Spacing for"'Integral- ONA , 3)SEE SHEETB FORAGUIDETO USLYGTHESETA8LE3 /+I+111�.1• Fin"Installation 4• 4)'114-12-11CAND-11S11SU!'INDICATETHATTHOSE STANDARD SASHC01F1GURATI0N5FALLWRHNTHESSHWDTHRMGE A.LYNNMILLER.PZ IN THE ADJACENT COLUMN.'CUSTOW INDICATES THAT NO STANDARD SASH CONFIGURATIONS FAU-W'114.12 RANGE PF055705 TABLE25: Glass Tie Anchor Quantities for XOX Windows 760Syn 24-H.Igm 30-HB�N 38+Holord mrmpnl 54'HOWA OT Hothl TI'xoiy8 30'+101939' 3f1'Hoi910 /0'+10939 81'HOION 03'801939 seen wan R„LLa„M C"fau1uon 1118) H.dasa -&- x.edesa It-.- lil-dasa fl.edasD ; H4a4asa I'll lil xemasa .-ala Ni.-a.. M .-ala € H4mesa � R4 AAclmr Group A ADraor Gmup C AW--d-pys aetli�. 35-1/4• X-X•X !1391-X11391 1•C2.0•C2N 2 1•Q+0+Q+1 2 I•Q+O+r2.1 3 1+02+0102+1 4 1 1+C2•0+C2+1 1+Q+040+1 4 F.AN C D.te 3T Y,-X-X Iz3Ge-�tz3m 1.02+O+112.1 z t•Q•aQ+1 2 t+112+0.02.1 3 1.02.0+c2.1 1 1-02-0-C2-1 4 t•Q•o+cz•1 1 roN Y.X-y 11.391�133W HC2+0•Q+1 2 1+112+0+Q+1 2 I-C2.0+C2N 3 1+Q+O+C2•t 4 I+Q+O•r2+1 4 I•C2•0•CNt 4 bm1U drrmaW {57/8' 1•C2+O+QN 2 1+C2+D+Q+1 2 1+02.0.112+1 3 1+C2+0•C2+1 4 1+Q•0+Q+1 4 1•C2+0+C2+1 4 VY. X-X-X 17390�14.aa1 174, 17391 Ftz297 7.02.7+02.1 z 1.02.1.02+1 z 1.02+1•02+t 3 1.02.7+02+7 4 t+02+1•02.1 1 7.02.7.02.1 4 X-X-X 12298,15.558 1+C2+0•C2+1 2 1+Q+0+02+1 2 1+C2.O•Q+1 3 1+Q+O+Q+t 4 I+C2HMQ+1 4 HQ+G•C2•i 4' C.t- 11391-12AHI 1.112+1•(2.1 2 1•Q+1•Q+I 21+02+l+CN1 31+Q+1+C2+1 4 t+CZ+I+02+1 4 t+Q+1+02+1 52-I r y.y.y, !2017:13.397 1+02+1+02+1 2 I+C2+1+Q+1 2 f+C2+1+C2.1 3 I+C2•t+QN 4 1+Q+1+Q+1 4 1+02+1+C2+1 4 X-X-X 13390 17.010 1.02+O+C2+!2 1+C2+0+Q+1 2 1+C2+O+Q+1 3 1+02+O+C2.1 4.1-C2-0-C2-1 4 1+02+0+Q+1 4 m GnI- 17391'13387 NolAllowed 1•C2.1•Q+1 z 1+C2+/•Q+I z I+C2.1+Q+t 3 1+C2+1+Q+1{t+Q+t+cz+t 4»Q+1+02.1 4 o Y g w y.y_y 13398" 5380 I•Q+f+C2+1 z f+Q+t•C2.1 2 t+C2+t+C2+t 3!•Q+1+C2+1/t+C2+1+02.1 d 1.02+1+cZ+1 4 X-X-X 15.381:19.8/1 1+C2•G+C2+!2 1+C2+01Q+1 2 1+C2+0+Q+1 31 I•Q+0+C2+1 4 1+C2+0+02+1/1+Q•O+C2+1 4 IH Q C.St- 71391;13.397 1+C2+3+CY+1 2 1+0+3+02.1 2 1•C2.3+Qa1 3 1+02.3+02+1 4 7+02.3+02+1 4 1•C2+3+C2+1 4 > 0 U O K to O_ 75' Y-X-Y 1339B',-19.110 1•C2+2+QH 2 1+C2.2+l2+1 2 I+02+2+0+1 3 l+C2+2+112.1 4 7+C2+2+112+1 4 1+02+2.02+1 4 O a,v0 U y_ Y 19.111F24.841 I+02.1+02+1 2 NQ+1+Q+1 2 1.02+1+Q+1 3 1•C2+1•C2+t 4 1+Q+1•C2.1{1•Q+l+C2+1 4 Cullom 18380;19.397 1+Q+3+Q+1 2 1•C2+3+02+1 2 1+Q+3+C2+1 3 I+Q+3+02.1/f+02+3+112+7 d 1+Q+3+02+1 4 p N Y-X-X 19398-24380 NQ+3+42+1 2 1+C2+3+02+1 2 1+Q•3.02•i 3 I•Qq+C2-1 4 I+C2+3+02+1 4 1+C3+3+C3H 4 J� m o = X-X-X 24MIJ-30360 1+C2+2•C2-1 2 I+02+2+12+1 2 1+C2+'2aQ+t 3 1+02+2+CN1 4 1+02+2+02+1 141-0-3:23+1 1+117+2+113+1 4 Z LL b u.b UI ,n `2 iTP Y-X-X " -30380 HQ+3.02+1 2 1+Q+3+112+1 2 1+112+3.112.7 3 1+112+3+112+1 11.02+3+02+1/1.02+3+113+1 1 {1{UU O O E 1111 LL 'av A-h.rG-p0 AMhoromupl) G Z 0G 0 v J -1 SMO 35-1!1' X-X-X 111.3911-1111.1911 HQ+G+Q+12 i•02+0+M-1 2 1+C2+D•Q+1 3 1+112.0+02.1 4 1•Q.0•Q+1 d 1•C2+0+0+1 4 1+02.0+0+1 2 I+02•o+C2+1 2 1+Q•O+Q+1 3 1+C2+0•C2•1 4 1+C2+0•Q•1 4 1+Q+0.02+1 4 c O p 3a' %-%-X 12300-12.308 I•Q+o+Q+1 2 1•Q•0+C2+1 2 1.02+G+02+7 3 I+2•o+C2+1 1 t.cz+0102+1 4 1+Ca+0+Q•t/ l+C2+OH2+1 2 1+Q+O+Q+1 2 1+Q+OH2./3 1.02+082+1 4 HC2.O+QH 1 i+02+0.11(•1 d �Z a Z � )... � y y y 11.391-13397 i+C2+D82+1 2 1•C2.O+Q+1 2 1+Q+D+C3+1 3 1+Q+O+C2+1 4 I+Q+O+C2+I{I- IL IS1/8' Q+O+C2+1 4 I+CT+aQ•7 2 1+Q+11.02+1 2 1.1128802.1 3 1+02.11.02.7 1 1.CNO+112+1{1.Qw.Q.1/ � J X-X-X 13.398-14.BB3 1•C2+0+C2+1 z l+Q+o•Q+1 z t•C2+D+Q+1 3 1+Q+O+C2+1 4 1+Q+0•C2+1 4 1+Q+0.02+1 4 I+C2+D-2+1 2 1+0210.112+1 2 1+112.082.7 3 HQ+0+112.1 11.02+0+112+1 4 1+Q•D+QH F- n-14- 34-YY 11391-12 7 1+Q+f+Q+1 2 1+20-0.1 2 1+Q+1+02.1 3 1+CT•1+02.1 4182+1+C2+1 4 I+Q+1+02+1 4 1+C2+1+2+1 2 1+C2+1+02+1 2I+Q+1.02.1 3I+C2+1•Q+1 4 I-C2 4 1+Q+1+Q+1 4 X-X•X 12298-15.558 HQ+O•C2.1 2 1+Q81•Q+1 2 1•C24M2+f 3 182+0.02+1 4 1.02.0+0+1 4 182+0+02+1 4 7+0210+02+1 2 1+Q+O+0+1 2 1+C2M82+1 3/+C28NC2.1 4 1+02+0•C4+1 4 1+Q•B+C2•1 4 Cyl.. tt391-12.018 1+Q+1+02+1 2 1+02.7.112+1 2 1+02.7+0+1 3 I•C2+t+Q+1 4 I•C2.1+C2+I 4 182+1.02+1 411-C2-1-0-1 2 I+Q+1392+1 2 1+C4-]+C1+1 3 t+C2+1+C2+1 4 1•C2+1+C2+1 4 1+Q+t82+1 4 O F Z O 52-t/B' -Y-%-Y 12.017-13397 1+Q+802+1 2 1•C2a1+02.1 2 1.02+1.0+1 3 1+C2+1.02+1 4 1•Q•I+C2+1 4 f+C2+1+C2+ 4 1.02+1+112+1 2 1+C2+1+Q+1 2 I+11+11.02+1 3 f+02+1+02+1 4 1+Qa1+C2+1 4 1+C2+1•Q+1 4 2• Z GSW X-X-X 13398-17.018 i•C2+0•Q+1 2 182+G+C2+t z I-C2-W 3114C2-0-02+1 4 I•Q•O+C2+1 4 I+Q+O•Q•t 4 I+Q•O•Q•1 T 7.02+0+02+1 z I-C2-0-C2-1 3 1.02.082+1 4 t+Q•0+2+7 4 t+Q•0•cz+1 1 o U N " Custom 11391-13.397 I+C2+1•Q+I 2 1+Q•1•C2+1 2 1+Q+t+02+1 3 1+C2.1+0.1 4 1+C2+1.02+1 4 1+C2+1•Q•1 4 1+C2"-C2-1 2 1+Q+182+1 2!•02+1+Q+t 3 1+0+1•02+1 4 182+1+Q+1 4 I+Q+t+02+1 4 U (r m' so• y_y_y, 1]398-15.380 HQ+1+Q+1 2 8112++10239 2 1+Q+1+Q+1 3 1+Q+HC2+I 4 182+1.02+1 1 I+02.1.02+1 d 7.112+7+02+1 z I+112+1.02.1 z 1.02+1.02+1 3 1.02+1+112+1 1 1.02.7.112.1 1 I•Q•t•r2+t 4 u ZQ = X-X-X Is3e1-19.w1 1.02.11+02.1 z t+02.11+02+1 z 1+cz•wc2.1 3 1•Q•G•cz.1 411+C2-0-C2+1 4 1+CJ•0•Q+f 4 1.02+G+cz+1 2 1+Q.o.c2+1 2 1+0.O.Q.t 3 f+cx+o+cz+t d 782+0.112.1 d 1•Q•G+112+1/ _ 3 Cullom 11391-13.397 1+02+3+02+1 2 1+02.3.02+1 T 8112+3+112.1 3 1+112+3+02+1 4 1+112+3.02+1 4 7.112.3.02+1 4 1+112+3.02.1 2 1+112.3+Q+1 2 1+02.3.02+1 3 1+112.3.112+1 11.112+3.112+1 1 1+Q+382.1 1 m9 75' y.y_y 1739(1-19.110 I+Q+2.112+1 2 1+Q✓NC2+1 2 1+02+2.112+7 3 7.02+2+Q+1 4 802+2+Q+1 4 1.113.2+113.1/ HC2+2+02+1 2 1.112+2.0+1 2 8112+2+0+1 3 1.02+2+0+1 4 1+Q+2+02+1 d+102+2.112+1 1 \\\\s 111111/I7j X-X_Y 19.111-24x1 1•C2+182+1 2 1+Q+I+02+1 2 I•Q+1+C2+1 3 1+112+1•C2"4 i•Q•1+C2+1 4 1+C9•I+C3+1 4 1+02+1+02.1 2 f+Q+»Q+1 z!+Q+f+Q+1 3 1.02+t+C2+1 4 I+C2+1•C2+1 4 I+Q+1•Q+1 4 .aOL4Y LYNN, Cullom 18.380-19397 1+02+9.02+1 2 802.9+112+1 2 1+Q+3+02+/3 182+3+112+1/I+Q+3+Q+1 4 1+113+3+113+1/ 1+112+3.0.7 2 1+02+3+Q•1 2 1.02.3+112.1 3 7.02q+CN1 d 1+02+9+Q+1 4 1• 02+3+C2+1 4 �:'\,\ F• y'�i 98' Y-X-Y 19.398-24300 I•C2.3+02+1 2 1+Q+3+C2•1 2 1+02+3•C2+I 3 f+02+3.02+1{1+C2+3+0.1 1 I+113+3+tl+1 4 1+C2+3+2.1 2 NQ+3•C2+1 2 1+C2+3+02+1 3 HC2+3+02.1 4 1+C2+3+Q+1 4 802.3+Q+I/ i�7.' '•, X-X-X 24.381-30.380 1+02+2+02+1 2 802+2+02+1 2 1+Q+2•C2+1 3 1+02+2.02+1 d I+C2+2.112+1/1+02.2+113.1 4 NC2.2•C2+1 2 1+C2+2+2+1 2!•Q✓2•C2+1 3 1+C2✓2+C2+1 4 I+C2+2+Q•1 4 HQ+2+112+1 4 No.58705 120' Y+-Y-Y -30300 t+02+3+02+1 2 f+Q+3+C2+1 2 1+02+3.02•t 3 1+Q+3.02+1 d f+Q+31C2+7 4 1•C313+C3+1 4 1+C2+3•Q+1 2 1+C2+3+02+1 2 1+Q+382+1 3 1+C2+3•C2+1/1+C2+J+112+1 4 802+3+112+1 SEE TABLE 14 FOR DESIGN PRESSURE ••MIN.SASH SIM"w'INDOW WG)TH-542EI NOTES: -- Max.AnchorO.C. A=hor 2 I)FRAMEDIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3d)SASH SIZE ISAS PERTHE ��'•.,RORIOI.•'G\� Spacing for"Integral-G,oupF FIGURES ONSNEETS". p g2)FORSUES NOT SHOWN,ROUND UPTOTHENEKTAVAILABLEWrMORHEIGHTDIMENSIONSHOWN ONTHETABIE Fin"Installation3)SEE SHEET 8 FORAGUIDE TO USINOTHESETABLES 3•T 4)'17412•lleAND'V3.113-IM INDICATE THATTHO.SE STANDARD SASH CONFIGURATIONS FALLWn1ON THE SASH WIDTH RANGE A.LYNN MLLER•PE. IN THE ADJACENT COLUMN.'CUSTOM'INGICATESTRAT NO STANDARD SASH CONnGURATIONS FALLV/DHINTHE RANGE P.E159/05 TABLE 26: 61-111" Anchor OuanthM for XOX Windows 1D-12 Sash 24'WIpN 3D'MoM 3S Hd1M 48leght 6C Wght ar Wlpid 2Y Wipnf 3r Nd9M 3r HdOM 4r WIpM 51•ltdp74 ®'IWQM sung Ca�B�aaDon Rerpa Wada Sm 1lodefiq Wad6&® Heade 612III Head a SAI M lMad a SO lead B SD Hoad6S01 c7 -.Ml Femde 6N M Hoad6691 , Hlde Slll Pabd.Lawl R4 Anchor Warp A Alrct.r Group C 35W' Y-Y•Y+ 11.391•11.391 1.C2•0.C2+1 2 1.02+0.02.1 2 I.Q•O.020 3 1•C"C20 4 1.02+D+Q.1 0 1.02.0+0-1 4 3r )S-Y-Y 12.308.12308 1NIZ+O+C2+1 2 7.C2.D.0.1 2 7•C2+O.020 J 1+Q.O+0+1/1+C2.D.Q•1 1 1Nx•O+02+1/ 4ppmMu4aopgla6 ly4 45-Ur Y-Y-Y 11.391-13.397 - 1.02+O.02N 21.C2.0+Q+1 2 1.C2+O+QN 3 1+CJ.O.0+1 4 1N#+0.C2+1 4 1.0+0,Q+l 4 tKw Y-Y-Y 13.398-14.60.7 1+02.0.02+1 2 1.02.0 02.1 2 1+0.0+02+1 9 1.02+O•Q+1 4 t+Q+0.0+1/I+C3+D•0.1 b d. 47x/4' X-X-Y 11.391:TUT 1+02.0.02.1 2 1.C2.O.0.t 2 1.C2+0+02+1 3 1•C2.O+Q.1 4 1+C3+0.CS+ 4 1•0.O.Ct.1 4 )S-YY. 72280-7555 1.02.0+(2+/2 1+C2.0.Q.1 2 7.0+0.02+1 J 1•C2.D+Q.1 4 1.0+O+C3.1 4 1+C7+0.C7N 1 Casio. It.3ot-12075 I.Q+O+02.4 2 1+0.0.0+1 2 1+0+0+0+1 9 1+tl+O.C3.1 4 1+C3+0+C3+1 4 I+C3+0+C3+1 4 g 52-tW Y-Y•Y MOW-19.397 -102+0.02+1 2 1.0.0+02+1 2 1+C2.O.02+1 J 7+C3+0+C3N 4 Hp+O+Cd+1 4 1.C7+o.C9.1 4 a g X-Y-Y 13.33B-17.018 1.C2.M0N 2 1.02.0.020 2 1.0-30.02.1 3 1+0•MC2.1 4 tep.ptlN 4 1•C7+0+tl0 4 5 C tom 41.391-13.387 1+02+2.02.1 2 1+02+2+0-31 2 1.02.2+02-3 J 1.02.-302.7 4 1.p+2.03+1 4 1.0.2+0-3 4 L m fill' X-Y-Y 13.388-15380 Not Alowed I C2+7+0+1 2 1.0+2+02+1 2 7.C2+202-1 J 1.C2+2+Q+7 4 1+C3+2+C3+/4 1.0+2•g0 4 Y -Y 15.351-19.641 I.CNo.0+1 Z 1.02.O.Q+1 2 1.02.D.Q.1 9 1.C3+0.C3.7 4 1+C3+0+gN 411+04+0+04-1 1 N Y Cu9INa 11]81•13.307 H0+2+00 2 HQ+3K2N Z 1+02.9+02+1 J 1.Cd+3+020 4 Hq.3+tl0 4 -C3-3+C3+!.! 7S X-Y•Y 11398-19.110 1+0.2•QN 2 1.02+2+02+1 2 1+C2+3•C2+1 3 1•C3+3+C3+1 4 1+tl+3.pH 4 1.G+3.CAN 1 Z Y-Y-Y 19.111-24841 1.02.0 C2+1 2 7.Q+O.C2.1 2 1.C3+O+C3.1 J 1.0:1+0+0+1 4 7+C4.O•GN 4 1.CA.0+C1+1 4 O N Q Custom 17.841-18.987 1.02+3.02+1 21+02+3+02.1 21.0+3+0.1 3 1+C3N+0.1 4 1+C3./•04-31 4 1.04N.G0 4 d' Q O 96' Y-Y-Y 18.396-21380 7.0-3+C2.1 2 1+C2+3+72.1 2 1.0+3+00 3 1.C3N.C3+1 4 7.C3+4.0.1 4 1.C1N.G.1 41 y^ .r °IO0 Y-Y-Y 24.381-31.641 i+CZ+2.C2.1 2 2.02+2+02+ 2 2.0+2+02+ 3 2+0.3+CJ+ 4 2+0-3+C3 4 2•C1-3+C1.2 4 OO 12r Y"Ya"Y 29.641-32515 2.0+3+0+ 2 2+0.3.02+2 2 2+02+3+02• 9 2.C3.4+0+ 4 2•C3+4.CN 4 2•GN+G+ 4 1 c� o _ X•Y-Y -92518-35611 2.02.-30. 2 2-37.3-32.2 2 2.0.3.05• J 2•p+J.tl. 4 2MM3+G. 1 2+0-39+04. 4 Z ri m 14 0 .m -39.641 2+02+3+c2+2 2 2•Q+3+C2+2 2 2.0+3.0+ J 2.CJ.4.C7+2 4 2+04.4+C4+ 4 2-AN.04 4 X W X N UJ Anchor Group B Anchor Woup D Z 35-V4' Ya- -Y 1IM-11391 1+Q+0•C2.1 2 t+0+O.Q.1 2 I+2.O.0+1 J 1+C2+0.M.1 I NQ+O.0+1 1 1•C2.O+C2N 4 1+Q+O.0+1 Z 1+C1.O•Q.1 2 1+C2.0.Q+1 3 1+0.0.0.1 4 1+C2+O+Q+1 4 1+C2+O+02+1 4 0� O 11 � � 3r )4-%-X 12308-12300 1+C2.O•Q0 2 1+02.0.C2+1 2 7+C2+0+Q0 3 t+Q+0+02+1 4 1.Q+O•C2+1 1 1.Q+O.C1.1 4 1.C2.0.Q+1 2 i.Q+0+C2.1 211-C2-0-02-1 3 1+02.0.0+1 4 I.OH).0+1 4 1-2+O+Q+1 4 Z a 0 W F X-Y-Y 11.391-}3.397 1.02.0.02+1 1I+C2+O.02+1 2 I.C2.O.02+1 3 1.02+0.0+1 4 1+C3.O+C3.1 4 t.p•O•gN 4 NO2+0+Q•1 Z 1•Q•D.C2+1 21.C2+o+0.1 31+Q+0.C2.1 4 I+Q+O+f2+111.0+O.C3+1 4 W 0 LL X110' Y-Y-Y 15398-14.653 1.02+0+02+1 2 1+02+0+0+1 2 HO+0.C2.1 3 1+02+0+00 4 1.02+0+CZ+1 4 1.p.O+tl+1 4 1.0.0+0+1 2 1•C2.O+C2+1 211.02.0.02+1 3 1.C2+0+C2+1 4 1+0.0+02+1 4 1+(*.O+ -1 4 J to /73'4' X-Y-Y 11.391-12.297 t+C2+O+00 2 1.0.0+020 2 1.0+0+02.1 3 1+02.0.02.1'4 1.pw+C3.1 4 1+¢3+0+03+1 4 1.Q.0+C2+t 2 7.C2+0.Q+1 2 1+0.0.C2+1 3 1.02+0+02+1 4 1•C3.D+tl+1 4 1+p+O.C10 4 ®� Z O +• )S Y,% 72.285-15559 1.C2+O+C20 2 1.C2+O.02+1 2 02+0.0.1 3 1.0+0•(2+1 4 1+p+D+C9N 4»C3+0+pM 4 t+C2.O+Q+1 2 1.02.0.02-3 2 7+CR•0+QN J 1+02.0+02+1 4 1.0-3.30-3 4 1.C3.O.p+7 4 g Cus.m 17541•,12079 1.02.0+02+1 2 I+Q+O.O+I 2 1.C2.0+CZ+1 3 1+C9+0M+l 4 1+C3.O•p0 4 1+0+0.030 4 1+C2+C+Q.1 2 HC2HMQN 2 HQ.MQ.1 3 1+p+O+tl•1 0 1.0.O+tlN 4 1.09+O+tlN 4 Q E- 52.Vr 9-K-Y 12017-,133W i+C2.0+C20 2 1.0+0+0+1 2 1•C"C2+1 3 1+C3.0.C7.1 4 1+CJ.O.tlN 4 I.p+O+C7.1 4 7.0.0.0+1 2 1•Q•O•C2+1 2 1.C2.O•Q.1 3 1•tl+O•q•1 4 I+C3+0+C3+I 4 1+C3+O+C3+1 4 H Z X-Y-X 13.398-,17.010 7+02+0+0+1 2 1+02+0+02+1 2 1+C2+O.02.1 3 1.C3.O•C3+1 4 i+0.O•CJ+1 4 1•p•O•CN1 4 1+02+0+02+1 2 1+C2+o+Q0 21+0+0+02+1 3 1.C2+O.0+1 4 1+C3.0+C1+1 1 1+C9.G+pN 4 O Z wws Custom 11.391-i 11397 1+02+2+02+1 2 1+C2+2.02+1 2 1+CZ+2+02+1 3 1.0+2+0+1 1 1•C1+2+0+1 4 1+0.2+0+1 4 1+C2+2+0+1 2 1+02+2.0.1 2 1.0+2+02+1 311.02.2.C2.1 4 1•C3+2.tlN 4 1+CJ•2•CN1 4 O N O fir X-X-Y 11398.116550-102.2-120 Z-102+2+00 2 1+CR+2+020 7-102.2.02-3 4-10+2+030 4 H0.2•pN/ -1020+020 2 1.02-3.020 Z 1+02+1.020 J 1+01.-1020 4 1+CJ+l+tl+1 4 I.C3+I.tl+1 4 q,q V N X-Y-Y 15361='110.8/1 -302-11-12.1 2 I+0.MC20 2 I+02+D+00 J 10D+0+C70 1 1+0.0+00 4-104+0+04-3/ -102+0+02.1 2 1.0M.00 2 1+0-30.020 3 I+p+O.QN/Ntl+O+g0 4 1•C1w+G0 4 6 Z 0 Qidom 11391=19.397 1+Q+3.C2.1 2 N2.3•C2.1 2 1.C2-3.C2•I J 1.C2.3•C2+1 4 1.CJ+3+p+1 4 7+tl+3+CJ•1 4 1.0.2.02+1 2 I+Q+2.02+1 2 1.02.3.0.1 3 3+0+3.00 411-03-3-0-1 4 1.0-3•00 4 ¢ 7S Y•-Y-Y+ 13.398-19.110 1+Ct+2.Q+1 2 1.C2+3+C2+1 I.C2+3+C2.1 J I+C3+3.p+1 4 1+C7+3+p•1 4 1+04+3+G+1 4 1.02.2.0.1 2 1+02.2+02.1 21.C2+2.C2.1 3 1+C3.2+C5+1 41•C1.2+CiN 4 1.04.2.07+1 4 X-Y-Y 18.111'24841 1.C2+0+C2.1 2 1.0.0.0.1 2 1+C3+0.tl.1 3 1.C.0.tl.1 4 1+04.0.04.1 4 1.04•0+CI.1 4 140+O•Q.1 2 1.0H0-Q•1 2 t.CJ+MC1+1 J 1.q+O+p.1 4 I.04+D+14+1 4 1.01.8.04.1 4 001 /7// Castom 17.641;19.397 1.02-3+C2+1 2 1+02.3.0.1 2 1.C2+4.02+1 9 I+q+4+CJ.1 4 1.C3.4+C3.1 4 I.04.4+G0 4 -302-3+02-3 Z 1.0+3+02.1 2 I.C2.3.Q.1 J 1+C3+4.C3.1 4 1.0.4•0+1 1 1.04+-104+1 4 +taptLV LYNN AyI//i M YI%-Y 10.398=24.360 1+0+3+02.1 2 1+C2+3.Q•1 2/.C2+4+C20 J I+0.40.9+1 4 1.0.4+CJN 4 I+C4N+G+1 4 N0+2.00 2 HQ+3.02.1 2 4.02.7.0.1 3 1+C1.3+tl+1 4 I+C3+3•C3+1 4 1+04.3+04+1 4 �`1 Qa. -X•Y 24-M! 31.64t 2+0.2+02.2 2 2+Ch3+0+ 2 202+302.2 3 2-3-1+3+0+ 4 2-C3 C3.2 4 2.04+3+04+ / 1.0-32+0-3 2 H0+2.Q+1 2 1.0+2+0.1 J 1.c3.2+C3.i 4 I.CJ+2+0.1 4 1.0.2+04.1 4 y�.•: �. Y-Y-Y 20.541�J251$ +0.3.02.2 2 2+02.3.02• 2 2.02.4+02.2 J 2.q+1•C3•1412.03+4+p. 4 2+C4.4.04+2 4 2•CN3.0.2 2 2+02+3+02+2 2 2+02.3+Q+ 3 2.0.4.09. 4 2+0.4+0. /2+CA+4+04.2 4 _ Na.58705 1ffi -X-Y 72518:39.&1 •Q+3+02+2 212-02-3+C2!1 2 2.02.3+0+2 9 3+tl.4+p+ 4 2+04-3+04+ 4 hC5.4.0r .C2✓1+02.2 2 2.02.3.02.2 2 2.0+3+02+ 9 603.3.0+ 4 2+Gs9.C1+ 4 2•G.9+G.R 4 = for Custom :39.611 2.02.3+0•T Z 2.0.9+02. Z 2.0./.02.2 32.0+1.0+ 4 2.04-3.04+ 1 2+CS+4 .12.0+5+02. 2 2+C2+3+02+R 2 2.02+3+02+ 3 2+03.4 4 2.04.4KA+ 4 2MA+I+G. 4 -� 'Srj �- NOTES SEE TABLE 16 FOA DESIGN PRESSURE - •C,••. 1)FRAME DIMENSIONSARESUCKWIDTH AND BUCK HEIGHT(SEESHEETS 34} %t\s......10P;G�=` 11GLASSTYPE510-1261418 MDI.SASH SIZE=WINDOWWIDTH-8072 SASHSIZEISASPER THE FIGURES ON SHEETS 68. %SAO MAY NOTRE USTI Wt 2 2)FOR SIZES NOTSHOWN•ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLE ,,11 +. 4 CMNEL OR OITEGRAL 3)SEE SHEETS FORA GUIDE TO USINGTHESETABLES. ...++.. •FIN FRAMES 4)'7/4.12•U4-AND-113.1r.4.11'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MSLER.PE INTHEADJACFMCOLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWRHOI THE RANGE PFS SeleS TABLE 27: GL-TTpns AnclforOoanWon torXOX Windows 14-16 Sash .1 24'HWpN 3r 11aJy'4 38'Ha9M 4r HNpDt 64-HoW f0'-Ohl zr wfam 3r Fkly4 3r 1 Wd 4r ftld W WOW Br ltapm Cmf9Ue6on VAah Ra.g4i) 1bad8sit Fbade SD HSad8S11 Hevd6SIO F1catl BSN Htld6 S® -48/0466® ,� 1bnd88M Head BSB llSad8611 HaW 691 ,� FIwd88N R4 PI And-GLOM A Anchor Group C S9•V4' X-X-X 11.381-11391 1+02.0.02+2 I G2.O.Q.1 2 1+02.0.01+7 i+02.0.02+4 1.02.0.02+1 4 1-02+0.02.1 4 '- 3r X-X-X 12308-12200 I+C2+O.C2+1 2 1.1.0.0+2 1+03+0•CT.1 J 1•C2•0.2.1 4 1-C2+0+12+1 4 1+0.0+0.1 4 - X-X-X 17.381-13.397 I+C2+O.C2+1 2 1-C2+0•C2+1 2 1+C2+O+C2+3 I.q.0.0.1 411-C3-0-03+ 411.040.04. 4 Ow 4SVr 1•C2.O.C2+2 1+C2+0•C2+2 1+10+O.C2.1 2 1+C-0.0+1 4 1.0+0-0- 4 1- �'v X-X- 13396-uFat c3.aq.I a X.%-X 11.391-72797 1+C3+0+C1+2 *C2+0*Cl+2 1+C2+O+C2+1 3 1.C3040.4 1+C3+0+q.1 4 1.04.0+04+1{ 1 RadvgC 47SP t.C2+0+C2.t 2 t•C2+OIC2+f 2 t•Cd+o+G2.1 J 1.0.0.0+4 1+q+0.CH1 4 HC.0+C3- 4 �: X-X-X 12.199.15.556 C.tan 11391-12015 1.C2+D.C2+2 1+C2.NC2+1 2 1.0+0•CN7 3 1+0.O.0-1 4 1.04.0.04.1{1+04+0+04+4 52-118' Y,-%-Y, 12017-13.201 1+C2+0+f0+2 I.C2.0•C2.1 2 1+03+0.03+3 1+q+0+q+4 1.04+0.04.1 4 t+CA.O•G+4 Y,%-% 13.388-17215 1+C2+D.C2+1 2 1.C2+0.C2+1 2 1.C3+O+q+3 1+C-G•q+4 1.04+D.G+1 4 I+04.0.04+4 Cm.. 11.391-73.397 1 -2+02.1 2 1.C2.2•C2.1 2 1.0+2•C2.I J 1.C3+2.C3.1 4 1+q.2+C3+t 4 1.A+2+CA+4 y 6r X-X-X 13.790-15380 Not Al9Wed 1.C2+1.q.121+C2+2+C2+12 I.C2.2+C2.131+0+2+C-141-0-2.123.141.C4.2.CA•14 X-X-X 15.381.19.641 1•C2+0.C2.1 2 I+C2.O•C2+2 1-q.0.tl+3 1.04.0.04+4 1.04.0+04.4 I.C5+0+18+4 b y Qm1aO 11.791-;13.287 I.C2.2+C2+1 2 I+C2•-C2.1 2 1+122+-122+3 1+0-3+0+1 4 1+04.3+04.1 4 1+04.3.04.1 4 7r Y X-X lum•Y9.110 1.C2.2.C2+2 1.C2+2.C2+1 2 1.03.-122+3 1+0-3+0.1 4 1.04.3.04.1 4 1-04+3+04+4 {G .O-• 2j %-%-X 19.111-24.641 HC2+O+C2.1 2 Uq.O+C3+2 1.0.0.03+3.04.0.04+1 4 1.05.0.08+4 1+05.0.05+4 > N Q O W9tam 17.641-j19.397 t+C2.3+CN1 2 1+C2+3.C2+1 2 1+10+3+C2+1 3 1+C3H•C-1 4-40.4+01+4 I.04.4C4.1 4 0 O or X-X-X 1&390-24.360 1.C2.3•C2+2 1.C2.3.C2+1 2 1.C2+3+C1+3 1-4-4W'1-1 4 1.04-404+1 4 1-04+3+04- 4 }N v °1� C O X-X-X 24381:31.841 t+C2.2+q+2 2.C2+2+C2.2 2 2+12-2+02+7 3 2.02.3..4- 4 2.04.3.04. /1+01+2+01+4 0,1 tp• X-X-X 2&54142.515 2.00.3+02+ 2 2.02+3.02+ 2 2403+-CN J 2+04-4.04+ 4 2.04.4-04 4 2+04+3+04+ 4 J J _ 0 X-X-X 32516-39.641 R+C2.2+C2+ 2 7.02+.02• 22.02+3.02+ J 2+04wT+C4 4+04+3+4. 42.04.3+04. / S W So fi ro 140' Qdarn ;39.641 2.C2.3•C2+ 2 2•C2.3.C2. 2 2.2+3.2!. J 412440. 42.04-4+04+ 4 2+04+-G. 4 (ry I Anchor Group AnNarOmupO W Z O Lu '^++ 35-11' X-%-Ye 11.391 J 11.391 1.C2.O.C2+1 2 1.C2.O+C2.1 2 1+02+0.02+J 1+C2+0+C2.1 4 1.C2+D.C2•I 4 1+C2+0.1+4 1+C2+O.C2.1 2 1+C2.0•C2.1 2 t+C2.9.C2-1 3 1.L2.O+C2+1 4 1.CHO.C2.1 4 I-C2+0+10-1 4 o LU m y -1 3r %-Y°-% 12306%12206 1+Q+0+42+1 2 1+Q•0.C2.1 2 I.C2+0.Q.1 3 I.C2.O.C2.1 4 I.C2.O+C2.1 4 1.0.0.0.1 4 1•C2+at0.1 21+02.0.02.1 2 1•C1.af0°1 3 HC2+O+C2.1 4 1•C2.O.C2.1 4 Hq.aq.t 4 o Z G.Z m DQE , LL X-%-% 11.391=13292 1+C2+aC2+1 2 t.C2.0.C2.1 2 I+C2+O.C2°1 3 1+C9+G•C-1 4 t+C3+0+C3.1 4 1+04+0.04+1 4 1.02+0.042+2 1+C2+O.C2.2 1+02.0.01.1 3 1+C3+0+C3.1 4 1.0.0.0+t 4 1.04.DICA+1 4 v ~ W 0 45Vr X-X-X 13398.14.863 1+C2+O+C2.1 2 1+C2+O.C2+1 2 1+C3+O.t2+1 J I+C3+O+q•1 4 1+0.0.03.1 4 1+C3+0.0+1 4 1+C240.t2+1 2 1.C2.9+00 2 1+C2+0+C2+3 I+C+0.q+4 1.04-0.0.1 4 1+03.0.08+1 4 Q J O X•X-X 11391:12197 1.02+0+02+2 1•!0.0.02.1 R hC2.0+(2+J 1-C3W+q+4 1-03..0+1 4 1.04+0.0.1 4 1+020+02+2 1.02.0+10+1 2 1+02.0+02+1 3 1+0+0+02+1 Nq+Mq+4 1.04+0+04.4 � F Q WJI4• Y.-X-+ 12798-15550 +C2+O+C2+1 2 NC2.O.Cb1 2}.02.0+02.1 J 1-03.0.0-1 4 1.0-0-10.4 1+CS.0.0+1 4 1.C2.O+C2.1 2 1+C2+O.C2+1 2 1.0.0.042+1 3 I+CJ+O+C3.1 4 1+CJ.O.G.+1 4 1+C-O+C3+1 4 U) Omfam 11.391:72016 1+C1+O+C2+2 1+C2.O.C2+ 2 1+0.0.0+3 1+0.0+0+1 4 1.C40.A•1 4 1+0"04+1 4 1-C2+0.12+1 2 t+C2+0.C2.1 2 I.C3+0.01+3 1+C3+0.0+1 4 1-04.0.04+4 1+04+0.04.1 4 = Q F 52-Ur X-X-X 12011 L 13397 1+C2+0•C1+2 tK0+0+42.1 2 I+0ro+0+1 3 I.3-D+q.I 4 1+04+0.04.1 4 1+04+0.04+4 1+C2HHC2.1 2 I+C2.O+C2+2 00+0•C3+3 1+03+0.0.1 4 1+04+9+04+4/.A+O.01.1 4 d F- Z 13388'•17.DI8 1+CY+O.C2+1 2 1+C2+0.C2+1 2 1+CJ.0.0+1 J 1+C3+0-C3+1 4 1.04.0.04+4 1+04+0..4+4 1+C2+O.C2+1 2 1.1+0.2+2 1.0.0.02+1 3 1.C3+010-1 4 1.0.0+04+4 1.04+0.04+4 a Z wns Oman 1t=L 13.397 1+C2.2+C2+1 2 1+C2+2.C2.1 2 I.C2+2.C2+1 3 t+q+2+0.1 411.C312.00 4 1.01.2.04+1 4 1+C2+2.C2+1 2 1.C2+2+C2+1 2 1.C2+2+C2+3 1.03+2.0+1 4 1-0-2.0.1 4 1+04+2.04.1 4 0 Q N O 6r X-X-X 1339(1 15380 1.02+2+122+2 NC2.2+12. 2 1.02.2+02+3 1-0+NC-1 4 1-0+2.0.1/1-04.2+04+4 1+02.1-02.1 2 1-Q+1-C2.1 2 1.02.1-02+1 J 7.12-1-10.1 4 1.0.1.0.1 4 1.04.7.04.1 a Q Q' %-%-X 15.361}19.841 1.C2+0.G2+1 2 1.C2+0.122.1 2 I.q+0+0+3 1+04+0•(X.1 4 1.04+0.04.1 4 1.C5+O.C5°1 4 HC2.O+C2+1 2 1+C2.O+C2+1 2 Nq•0.C3+3 1+04+0.04+1 4 1.04.0.C4.114 1+CS.O+CS+1 4 o Z O C9Slam 11391;13.397 I+C2+-C2+32 I.C2+3+C2.1 2 1.C2.3.C2+3 1-1:5.3•C4+1 4 1.04•-04+1 4 1+C4.3.G.1 4 1+0.2+C2+t 2 1+C2+2+02.1 2 t.C2.3.C2.3 1•C-3+0.1 4 1+0+3.01+4 1+04.-d+4 ¢ � 76 X-X-Y. 123981./&110 I.C2.2+122+2 I+C2w-122+1 2 1+CR+3.C2./3 7.0+-0.1 4 1-G+3.A+4 1.04+9.04+4 1.0.2402.1 2 1.02.2+02.1 2 7+02.2.02+1 3 1+12-2+0.1 4 1.04.2+04+4 7.04.2.04.4 Y.-Y.-Y. 19.1111.24.541 14C2+O+CR+1 2 Hq•O+C3+2 Hq.O+q+3 1.04+0+01.1 4 HCS+O.C5+4 1•CS+O.CS.1 4 1.C2+D.C2.1 2 1.0.0.0+2 1+C3.O.C3+J 1+04+0+04+4 H15+0.C5.1 4 1+05°0•C5.1 4 11. Il CUS1an 17.6411-19.397 1+CN-C2+1 2 I-C2+3.C2.1 2 1.02.+02+3 1+C3H.q•1 4 1+04+4.04+1 4 1.04.•04-1 4 1•f2+3+C2+t 2 1-07.-C2+1 2 1+01+-C2.1 3 1+0-4+03+1 4 1-04+.04.4 1+G+3.A+1 0 96' X-X-X 19396'-24360 1-02+3+02.1 2 1.042.8+02+2 1+C2H.C2.1 3 1+04++04+4 1.04-4.114+1 1+GN+G+/ 1+0242402.1 2 1.02.J•Q+2 7.1+3.02+3 1.01.3.04.4 1.04+3+04+4 1+04+-041 1 ��Q+,:••UCENSF=�/t`,p i X-X•X 24.3811.31.841 2+C2+2+C2.2 22.1+-122+ 2 2.CR•-C2• 3 2.04+3+04. 4 2.04+-G+ 4 1-(X.2+4+4 1.C2+2.C2.1 2 I.01.2.Q+2 1•C2.2+12+1 3 1+04+2.04+4 1.04+2+04+4 I+04+2+CN1 4 �; ' X-X_X 2aea1-92515 2-102+3.0.0 2 2+02+-122+ 2 2-103.+03.2 J 2.04.+04. 4 2.0.4+04. 4 2K4H.04.7 4 2.02.-122. 2 2.1+9+02.0 22.02+-122+ 3 2.4.•04. /2404.+d+ 4 2404.8.2. 4 _ No.58705 =:F 1�• X-X-X 32516-38.6+ 2.122.-C3K 2 0.02•- 2 2.02.7.01.7 3 2.04.+04 4 2.04..2+ 412+043-04-214 240+240+ 2 24Q.-122+ 2 24gN+G+ 3 2+04.3.04. {7.121N+G+R 4 2.04+2404+ 4 14r Omtoln 1-39.841 -C1.S.,2 2.2+3•CR. 2 2•C2+4L1+2 J 24C4H+CA+ 4 2+d.4.G+ 4 2.04.3.04+2 4 2+02+2+02. 2 2402+3.02+2 22.122.-1224 32.04.4+04.2 4 2404.1.2+ 4 2.4+3.04+ 4 pp � r7�•;•��` NOTF31 SEE TABLE 16 FOR DESIGN PRESSURE 'T••. A 0 1)FRAME DIMENSIONS ARE SUCH WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). '�s.....40P,.'-���� WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ONSHEM6L ���5/Q GLASSTYPES 10.72614.18 MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXTAVAILABLEWIDTH OR HEIGHTDIMENSION SHOWN ONTHETABLE. r+1j NAL ANY NOT BE USED WITH 3)SEE SHEET 8 FOR AGUIDE l0 USING THESE TABLES. JCHANNEL OR INTEGRAL 4)•V4.12-114'AND-77.1111175 INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWITHIN THE SASH WIDTH RANGE A LwLN MLELPJ: FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANOF P.EJ56705 TABLE 28: III Qt material Y Party Dacdpuon Moterlal 3' 3500' 3-W 3500' 1 820127 F ar re ttead,ISlg end Jamba-)channel PVC '��I`Aa � .06 � �~ 2 620122 Frame HeadJ8111 end Jambs-Flange PVC I I 3 82D123 Flame Head,18111 and Jambs-Fin PVC LLII 4 820124 Fame Head,!Sill and JarntG-Ectuat Leg PVC 2.945 2.gI5* 2A45' 2495 13620172 An6411t ftwdI TYim Comr PVC ting 14 820137 Fixed MeeReil PVC O I O 15 820168 Treck!roam608378 At 76 °20128 Sash Rao(Sides,Top 8 Bottom) PVC -�- 1T 820188 Mbnaeil 6063 T6 At -635 JLWINNEL •626" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 020158 Pug Reg lntedock 8083 T8 Al , O FRAME FAD,SILL O O MMBSSILLa 7.37 O HEAD. a 9O HEAD,IN 20 62D144 Pull Rag Inladock Covw PVC 1 21 OM16D Ltgld Swh Reintxeenent 6083 TB AI 22 820151 Stmdab Sash Retnbsemem 6083 TO At 1.87x'-+i 1.847•-�{ as 620152 HD Sash Randercemard 6063 TB At o �[ ,A37- I I T ?A 820153 Standard Meemg Rall Rekdmemenl 8005 TS AI t`-i07• T 20 620154 HDMeaft.iollr Meeting ag 8005 TSAR II Ir--�� 2'tar I 2,76- 20 175 2a 881165 H.D.Fkdz.Bolter Meeting Rall Rekdomement 8005 TS AI .772- .085 a iJ125�ul IILIILa' IILrII�d7.375 27 71061 7 4 7 7.0 B70x 1.7141 PH.7.SDS(MonoraillScnnv) 410 SS s� 28 87844 Weffihe W,-187-x270'Fln 711 71711 1231• .off -.{1.000' 29 61718 WeaUreretd,.18Tx.2�P Pge 30 aBIt 1•Ph.PH SDS(Warlock MnuNBg Scm9v) 41OSS 13 ANnUFT INSERT 14 FIXED ,6 TMCX ,e SASH RAIL ODFTRNL LIFT RAIL 31 TW12PPA #8x3.112'Ph.PH SMS(Fwed Meemg Reg Screw) 41OSS STRIM COVHt MEETWORAIL INSERT ,e U1fERLOCK 20 INTERLOCK COVER 07A 32 71689sp Meetig Rag Seem Support Plate 6063 T6 AI I 33 720210 Weep Hole Cofer PVC 378' Int B70 06V � 1.100' 39 720187 NslaeaUon Sew Hole Plug PYCttll 37 720187 Auto Lock C Steel I II--L1- .754' I I.76m I(t`�Ly .715 -715 720109 ISweep Lock t 2b. 39 720186 Auto leek C-Assembly �t Men .035•-�Z p2S•-�i�LJ'T -�{��t.t&S�t++11� .0wI1 J} 111 STANDARD 41 96 x 7202(10 Ado and S-hp L k K.peo 811tl Sweep Lark Screw) Cell Tule ss O BEADIIG NG ING Bt SCREEN FRAME O SCREENTFRAME 21 REWT-0RCEXTRUDED ROLLED EMENT O RSASH EINFORCEMENT 42 78%44PPA 98 x 314•PH.PH SDS(Keeper Screw) SS 43 7612FPM #6 It 10FPH Tek eelacement Scmw) SS 44 LeadstileTiryCcrmrKey Nylon f~ 070 � t.1az' F. � ,.182 r ns4 F' 45 Leadstio Bottom Comer Key Nylon 1.184• .��� D7o• r/----��� 48 Laekstile Top Comer Key Nylon © J7>P.781. tJaw 7.041'rr�Jp00 ,.041' e111J 1 47 L.oekslge Bottmn Comer Key Nylon '815 TT'' -�- J_�.130' J_�J -.-(J .78d' Z .074' 48 720204 wheel Nylon - 755 1.331- F� 1340' I+ -+{ 1340' �- 72 620135 leM.LO.Bead PVC HD SASN I STANOMD MD MEETING HD HR MEETING 74 Backheddkg•x8E 7700 or Dow 791 SNcone OREINFORCB.9fi 2a MEETINOFWL RAIL GRAIL 17 MONORAIL •ppromlummp xNl6 75 716WS Setting Black(TB•It 2'x 718•),85+/-5 duto. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT �dd.0ulb 76 Super Spacer W twlh Hot Melt Butyl Copp-l[e NOTES: s RxM4.d ants R.W4e: 140.04 C. 77 01ea1eal Cetrposxe 35,36,Sast2,i8. LYNN 4Uy7r i� ISI''F---I1�t'ly�l l// �'IrPT�IIII H 78 Lardkml)4.E e S of Com m ARE 38,4iFPA 1.73&79 ���.•-';BENS 7FP��: �J^ �I ARE NOT USED AND C: t P ReHHwd W. Dota: Rerltlurc 80 81017 Rog45nrn4ad Screen Alum 81 61012 E b dad Screen I- Alum 7LDSNAPPROVALOF �7F r� No.58705 :� '_ 82 ExtndW Screen Spmader Bar At= - - De-"- Dmm e% 2)PVC BY ROYAL lY_ 83 47042W Screen Comer Key wllhPull Ring PVC WINDOW AND DOOR WINDOW EXTRUSIONS&BOM J ROSOWSKI 84 47041WICKGLB Some Comer Key No Pug Rig PVC PROFILES,LTD.,TO L7 %P��-. :�_�� 1070 TECHNOLOGY DRIVE Iah: OofC 85 7CASPM Tmlun Spring SS BELABELEDFOR �`-'-F(OR4DI`. (� N.VENICE.FL 34275 HORIZONTAL ROLLER-LM 05!15115 88 61616048 ScmenCbM Fg4egiese C�ODEEUD� %�s3/-" P.O.eD%15nONA1_ NO%OMIS,FL 34274 yyen/,dm soon sneer moms No Rxr 87 6183587814 .141rSwenS r-(MechlneJHendRdled) Vm 1 ALfNNNLLY. LPE HR-5510 NTS 170E 18 MD-HR5510-01 P,E65a7a5 CERT.OF AM./2M6 18 SASH TABLE 21: ASSEMBLY Egress Lock BIII of Material MTTEREDFRAMPWITH 44 e /I PeR/ OaaNP110n Matedal 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Mutf•PaN lak Opelyda Cat ZMe 101 73340 Op-tam WVPlate Stew 16 31 102 72015 Muftodnt L.xk Kww Akpdn 103 720214 Mu Laek Guide Nylon 32 EXTERIOR 46 A��H RAIL '104 710217.711 TIeBm(LmMhVmtn) SlaWws Sial 1 (1 105 71024X12HFX/10 X 10 HH MS slaw 3a Steel 100 78XIFPAX O X T Ph FH SMS Sle{ntae Stew n X4 107 7B)O6FPTX /8X3!4•PR FH SDS SteiN4se Stew ATTACHED TO MB © 101 27 30 FRAM JA EGRESS LOCK to 37 DETAILS 4p (NOT TOGGLE 39 86 81 ORO 42 104 87 OPT.AV W LACK 45 20 ATTACHE!TO �ppnn'�4utvmplTiwy wiUtY FRAME JAMB _��•Bv�Ivr Cede P1DAe * 101 .Mvml dvlYv4vNC 42 O 16 � 82 14 ® 1 OPT. 72 \ 10 i 47 ED TO 42 1 OPT.SWEEP LOCK FRAME JAMB BO OR 91 I 15 0 1070 DI]CE,0LOCY 275' MITERED FRAME WITH ® N.VENICE.FL 34275' INTERIORAND EXTERIOR 70D (841)-480-1600 FRAME WELDS CERT.OF AITM.12MB SCREEN . ASSEMBLY .' .� Y LYNN bfi...p'�� DETAILS 33 No.00705 B0 - CC �= EXPLODED WINDOW VIEW ROSOWSKI exrElaoR FRAMEMB1u; ASSELY gyp''•, s ED 1[7 Ttlr xte I)G ssANDSONEPARTsropnoNSNorSHOWNONDRAWINGFORCLARm. DETAILS �.�FS;S'O�A4��C2.� H�ORIZONTALROLLER�L05/151 �M R15 2)J CHANNEL FRAME SHOWN.PART/1.OTHER FRAME TYPES APPLY. �1iL.NN �bE 3)FOR RENFORCEdENTTYPES.SEE DETAILS ON SHEETS 6S. P.Etl56105 HR-5510 NTS 18 OF 18 MD-HR5510-D1 ' MIAMI-RADE MIAMI-DADE.COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami,Florida 33175-2474 BOARD AVD CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries 1070 Technology Drive, North Venice,FL 34275 SCOPE: This NOI 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 NO lA 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 duality 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 the1requirements 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. DESCItiIPTION: Series 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPR�VAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,signed and sealed by A. Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,_city,state and series and followilg statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product; for sales,advertising or any,other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#15-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above.' The submitted documentation was reviewed by Jorge M.Plasencia,P.E. COUNTY NOA No. 15-1210.01 MIAMI DADS � /r 14 Expiration Date: April 14,2021 Approval Date: March 3,2016 Page 1 i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS �. Manufacturer's die drawings and sections. (Submitted under NDA No. 11-0107.04) 2. Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15, signed and sealed by A.Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8546,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6).Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. ESTS (continued) 5. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No.FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P.E. (Submitted tinder NOA No. 11-0107.04) 8 Additional test report No. FTL 6637(samples A-1 thru A-5)per TAS 20294, issued by Fenestration Testing Lab,Inc., dated 12/06/10,signed and sealed by Jorge A. Causo,P.E. (Submitted under NDA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16,signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02, -04& -09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date. April 14,2021 Approval Date: March 3,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their"Butacite PVB Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014(5a'Edition)and"No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 LE SERIES 55701 MPACT RESISTANT SLIDING GLASS'DOOR am6up A Ault. sub male Frame Member M'n'Ed"o Min' 'MIN.OF 3 THREADS INCLUDING POCKETS&901135°CORNERSdan`n Finbadmant BEYOND THE METAL P.T.Soul em m es am SUBSTRATE METAL GENERALNOTES: ol2 alea18M9 sGyA65 P4nuok slis• 1318' SUBSTRATE TO MET MIN. AlronOean,SOWT6• HU=IWJne &C tis• 1)GLAZING TYPE OPTIONS SEE GLAZING DETAILS ON SHEET 10. (115),re10 B.S. STRENGTH AND THICKNESS 2)DESIGN PRESSURES: � SM9, GttS roto.lHelmaan P4Rok 3'M tis• REQUIREMENTS PER A-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (mm.t1 Steal,A36' HBed1S6YJemb 31s• 0.060• ILDMG 0.060'mm.Mknew P-nook 3191 0.080 CURRENT FLORIDA BU B.POSTTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E1300. A tNeadaN4 SIWSt A6530e33' Headi81Y/J-1, 3w 0.071•tq 0e. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, x071•Mn Wcknena P4ask 3B• 0.071.14 aa. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114•Etw P.T.Soalhem Psm Jamb P taws• JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). U3mcon G-G P4-k Y tawr 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Dro 410 P.T.Gamhem Pins HeedISWJemb 1• taB• FOR STEEL STUDS• 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. MS.OekFlea sG-0,14) P4-k 1• I-W MIN.FU=45 KSI& 6)REFERENCES(NON'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR MONS,VISION EXTRUSION.LTD. a 1912,steal woad P.L Soulham Pke Hee b 9I16• MIN.FY--33 KSI, WHITE RIGID PVC NCA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOAAND BROWN COATED ecnw G6) iso-mw P4pok WtG 1f9 0-rala P4aok 1' fats• (PAINTED OR LAMINATED)IWHITE RIGID PVC NOA V4•FJco ml.235 kat Hearn -1, taN taws• -UNGROUTED CMU-VALUES REFERENCES REST REPORTS}:F- 037,8338.88485849,8852&8717;EXOVA-10-002.792(A)&10-008.10231; Lql-. Ungm,ted CAU• Jamb 1• t-va• MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; '1 ASTM C-90 P4aok t• 1.114• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC,INCLUDING THE Urarouled CMU, Jamb tale• 1-114' HIGH VELOCITY HURRICANEZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BYVISION 9a•Fko410 coo P4-k tare• —_1_.1F4'_ EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, 0 &.8.croleFlnt 0onomte HeadwSOYJemb talt6' 13'4' IMPACT RATING (COMPONENT REQUIREMENTS (Mn 395k P-task I. 1.Tv RATED FORLARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Haad186WIneb t•1r2• tail• MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Mn 222 ksl P-hookt-tlY 13's• 1/4'Dao 1" U and"Ll. Jamb T 1-114' 70)THE 6670 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 67012770 SERIES. Mr,AY4ra•Gelm ASTM 350 Nook 2 1-114• DESIGN PRESSURE RATING P.T.asalh—Fine HosdISlWJamb t• tam• SE TABLES 1,2&B1,B2 ANCHOR NOTES: moss P-hook r tale• ON SHEETS 7&8 1)FOR CONCRETE OMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DARE COUNTY canians 1 eWE SYYJnmb 2W t w APPROVED ELCO ANCHORS.SE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE v4'Eke Mn 2e5 ksl P oak z-tir tale'- REQUIREMENTS. Ultreeon 10rmend mu. Jamb atrz t-t/4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE AON THIS SHEET. p ASIMc PMak z-VY t-113• PRODUCT RENEWED Cmcrate HesdISVllJamb 21rT 44' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112°THICK.PROPERLY SECURED,tX WOOD BUCKS ARE OPTIONAL td�tns with tbo Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2XARE 1-112•THICK OR 114•Eko oto n.S34ksl P4xak 2•t? ta/s• somtn0 eaa GREATER.IX AND 2X BUCKS HEN USED SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE S.B.tkMeFlo; thgmulad cMu, Jamb &71P 1.114• xvn-xo. 15.7210.01 (W ) a1A10.40) Ptaak 8712` I-IW FipiraOon Dais 0411412021 STRUCTURE.BUCK DESIGN AND INSTAL-CATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE RFIA"ED BY THE BUILDING OFFICIAL ay 4)METAL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 W5Rl:by_iffi Product central BY THE AUTHORITY HAV WG JURISDICTION. EXAMPLE CONFIGS......_..2 5)IF SILL IS TIGHT TO SUPSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRWK, INSTALL DETAILS _...3-0 NON-METALLIC GROUT,MAX.114•THICK&3400 PSI MW.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DPIANCHORTABLES....._.7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE._...._..._.._.__....9 SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS.._...__10 SUBSTRATE,OR AS AP 0VED BY THE AUTHORITY HAVING JURISDICTION. STAID RDSU ED: ANCHOR LOCATIONS..-.-11-16 2014 FLORIDA BUILDING CODE(FBC),6TH EDITION PANEL TYPES......_...__..17 INSTRUCTIONS: E M E1300-09 EXTRUSIONS..._._......._..18 IT—)K—ING E REQUIRED DESIGN PRESSURE OF 2012 FOR WOOD SLIDNOWING GLASS DOORS t�AY BOETERMINlD FROM DESIGN PRESSURIZE TABCLE51 OR 2,DEPENDING NENTS ON THE MINUM OES GMANUAL,ADM•2010�RUCTION SCCREEN DETAILS._....20 .�ttp1V LYNN A�/rrir GLASSIREINFORCEMENT, S100.07/52.2010 PARTS LIST.............v_21 `'���'aCEN 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL F_•- PANELWIDTHIFYOUREat(NCTSIZElS NOT LISTED.ROUND UP TO THE NEXT GREATER LISTED WIDTH ANDIOR L$VINYL SLIDING'GLASS DOOR NOA{LM) 10106715 ' No.58705 •'*`- HEIGHT. = � 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES &J ROSOWSKI JA SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE �• 5 G.;`` DISTANCE. ® `'��`•'• F p::�'i 4)F ROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN CERT.OF AUK e202se PRESSURE IS MET OR E*cEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070TECHNOLOGYDRIVE �� rrr NAL tree` 0 INSTALL ADDITIONALLY, E T�E EXAMPLE ON SHEET 9. ( VENICE,FL 34275 4 , (947x480-1600 SGD5570 NTS 10F 27 s4 MD-5570.0 I!4 ALYWtMILLFA,PP. PFJ 61Ga5 MAX UNIT WIDTH MAK UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL.WIDTH NOW PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PERTABLESI&2 PERTABLESI&2 PER TABLES �, PER TABLES I&2 MAX UNIT MAX..U� / I MAX UNIT® /o / I MAX.UNIT 3C.N..UP HEIGHTHEIGHT I" HEIGHTHEIGHT PER TABLESI&2 I PER TABLESI&2 / / PER 7AEILES182 / PER /� TABLES 1$2 �2-PANEL 3-PAATIONS 4-PANEL CONFK3URATIONS CONFIGURATIONS CONFIGURATIONS MAX UNIT WIDTH MAX UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WB)TH NOM.PANN PERTABLES 82 PERTAB PPATABLES 1$2 I .--� MAX.UNRHEIGHi �MAX.UNIT / MAX ^ /HEIGHT IHETABLESI$2 PERTABLES182 / / / ) PER TABLESI& / Hite I1/ �r I CORNERP. 5-PANEL CONFIGURATIONS 8-PANELCONFIGURATIONS omseEcwnweium� miemmaaa PRODUCT RENEWED MAX UNITWO)TH MAX UNIT WIDTH HDA-R.Inq wHa Oro Florian NOM.PANEL WIDTH NOM,PANEL WIDTH xoA-xo.a 18.1210.01 PER TABLES 1&2 ExpImUon oam0411412021 PER TABLES -� -� )xX.t By o'r ao a 0m 1 / I MAEIGHTUNI } rr �iHEIG TIT I�gg HEIGHT )� PER TABLES % % % �Y PER TABLES182 I/T 7-PANEL CONFIGURATIONS S-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "XI=OPERABLE PSL M. � ' DLO WIDTH NOM PANEL WIDTH-8-9118' rr,�, LYNN 4, 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O'=1NOPERABLE PANEL DLO HEIGHT=DOOR HEIGHT-11-1116' ��`�1pN.......... LOCATIONS.EXAMPLE:4-PANEL XXXXW POCKET(p)CONFlGURATION CAN BE pXX)0(p,pX)00(OR)7IX9fp.OX1IX IN 'D�=POCKET PANEL HEIGHT=DOOR HEIGHT-2-1Y2° �:-JGFNsf POCKET CONFIGURATION CAN BE OXXXp. - VINYL SLIDING GLASS DOOR NQA(LM) 10/0511b No.5UiU5 _ 2)90'$136'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. ]�EXAMPLE CONFIGURATIONS 8 J ROSOWSKj :ro•. II '''' � 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND RENEWED BY THE AUTHORITY HAVING JURISDICRON. UnT DETAIL LETTER CE(T.0FAUTH.=90 �$gg '�.SSTONA�-�•`• 4)FOR NOM.PANEL WIDTH SEE TABLES 182. 1070 TECHNOLOGY DRIVE �d - r 111111` I---SHEET NUMBER N.VENICE,FL 34275 g ALYM-huam P.E 5)MAXALLOWABLEFRAME SQUARE FOOTAGE=472656 FTo (941}480.1600 SGD-5570 NTS 20F21 Sf M0.6670.0 4 aF.asela RETAIL R4 DETAIL E3'J METAL TYP.,SEE ANCHOR T14N I%WObb DETAIL CI DETAIL R9 NOTE 4.SHEET I:MIN.OF CONCRETEICMU PERI mro so+mv F uREuoac RNoa", THREADS BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH METALSUBSTRATE !74°MAX, +8 ''''I REii[SR£pff bbbR TYP.ANCHORTYPE, uErcxTlaovERoa• a+2+ oa . EMBEDMENT AND '-,;:s= o+ �•O.O• n EDGE EDGE DI STANCE PER _ DISTANCE SNOTE 3.BELOW n TABLE A.SHEET!& .:'•'�.`� Q o0 NOTE 3,BELOW - .• DAYLIGHT +a g+R:pttm a se OPENING _- 4 WIDTH O � a EMBEDMENT EDGE DISTANCE'r ea I .. EDGE L,'J"'tJTIgSSHEET !/4'MAX.—►� DISTANCE 8 I 1X OR 2X WOOD TMSSREET I I SEE NOTE B. JANCHOR —BUCKSTRIP.S£E TliIs SHEET EMBEDMENT PLR EAT A NOTE 4,SHEET 1 SEEROTES`Tta9 � L—____..-- H3 X314'SMS REINORCEMENTSCRM 7 TYP,ANCHOR TYPE. w PER STILE.LOCATED AT CENTERLINE AND 6', EMBEDMENTAND ANCHOR EVERY / HORIZONTAL SECTION LXXX SHOWN) `y W R 12°FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER LOCATION I DETAIL A2 RETAIL C2 DETAIL DZ DETAIL SUBSTRATE,A, TASLESHEET I& & sa m m= ��'� -.. FAC816 wr. NOTE3.BELOW 2X WOOD BUCKSTRIP OR I M02XWOOD FRAMNO,SEE ANCHO DAYLIGHT P REUUWDiF b00R EMBrEDMEN NOTE3,SHE1 NE - i14' AX— E t •••rI( _Q— ----III( NPRODUCT RENEWED WIDTH � _ lthtWFn,n a. TYP. TYPE, SEENO &7tESSHET D�� eWtdhla 151210.01 EMBEDMFNTAND zs -----t I � I Dmtton tato 0411412021 u u rPl EOG£DISTANCE PER d ». T'YP.ANCHRTYPE, By_ myu<t nwl SUBSTRATE,SEE a as sa o EMBEDMENT AND ca I TABLE A,SHEET IB I ai _ ;-:'.' EDGE DISTANCE I n NOTE 3,BELOW fry t PERSUBSTRATE, EDGESEETABLEA,SHEET DISTANCE .... ..1S .' 1&NOT£S,BELOW I � I�—1/4°MAX-' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAYBE EMBEDMENT HORIZONTAL SECTION No SHOWN) ANCHR REQUIREMENT INSTALLED IN EITHER ANCHORS,SEE PANEL IP 8- tEXTERIOR DIRECTION. �y L'O'IN yf 1) NTERIOR OR D TAILS APPLY 70$3AND 4TRACK CONFIGURATIONS. REu�aRceuENrtmEB(sFERorEo.TxE;sxEErt DETAIL SHEET IO ALL PARTS IDENTICAL. 2)REFER TO ANCHOR NCTES,SHEET 1. / - �4,i `} '•.;r 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR roR"u"L °+�'}. � .1r r glia C ANCHOR QUANTITIES,SEE TABLES 162. ASTRA gi�Smm) CEJ L,1 VINYL SLIDING GLASS DOOR NOA(LM) lorowl 4)CONTINUOUS ANCHORPLATE,ITEM/ES,IS REQUIRED ATALL HONZONruRals111 INSTALLATION,HORIZONTAL"ECT. JROSOWSKi FRAME ANCHOR LOCATIONS. )PANEL WIDTH INCLUDE 6SEE TABLES i&2 OR FEINF RC£MENT REQUIREMETRAGALLFCR AOD-0N. ® '•�O.r'•• f oR�o"• r,?`C CERT.OFAUTH.Bffi30g `riffs`......• wfil`� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF �✓ Q 1070 TECHNOLOGY DRIVE THE EXTRUStQN.R£FERTO TEST REPORTS OR EXACT DIMENSIONS. gvwtuRD xO N.VENICE,FL 34275 AtYNN YPRIEIFR,PE 7)SEE SHEET 200R SCREEN DETAILS. (041}-080-1000 SGD-6510 NTS 3OF21 J MD5570.0 $ MM DETAIL E1 TYP.ANCHOR .ANCHOR TYPE,EMBEDMENT IDETAIL F-21pETAIL E3 DETAIL E Iuro nu3o"a0' AND EDGE DISTANCE PER p{lpg4pp INrofm.' w1aa+EmL QADE APPROVED MUWON,FBC fxevac°Twr SUBSTRATE,SEE TABLE A.SHEET COMPLANTALUMINUMISTEEL 8 NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETEICMUAGE FRRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. NOTE 3,SHEET 1 IREMS PERANCHOR DISTANCE SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUENT BE SUBSTRATE PROPERTIES, REQUIREMENT EDGE 18 NOTE 3,THIS SHEETEDGE TABLEA,SHEETI .F DISTANCE —«y DISTANCE EMBED- EDGE DISTANCE •rx MENT - _ —( (EMBEDMENT EMBEDMENT -'-tom EMBEDMENT 114".MAX e �L IWMAX. 114*MAX `'.° tl4"MAX. ° 114*MA 1 tl 1XOR2XWOOD - s ! U SUCKSTRIP,SEE Q J 60 ANCHOR NOTE 3, ..11 a "TlYMP. HORTYPE,EMBEDMENT AND TYP.ANCHORTYPE,EMBEDMENT AND SHEETM1 vEDGE DISTANCE PER SUBSTRATF.SEE EDGE DISTANCE TABLE A SSSHEET i&NOTE 3,THIS SHEET TABLE A, EET I&Ns OTEETHIS SHEET ° J NOTES J LOC 9TUS 1)DETAILS APPLY TO 3 AND 4 TRACK CONFIGURATIONS. 2)REFER TO ANCHOR NOTES,SHEET 1. Fvcat 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, _ n1D 98 X 314'SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 182. DLO WIDTH=NOM.PANEL WIDTH-8.9116' ANCHOR PLATE AT H�Snztlns� SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED AT OLD HEIGHT=DOOR HEIGHT-11-1118" EVERYANCHOR CENTERLINE AND 0'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-112' LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIG O 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPEN IN SAME PANEL ALL REINFORCEMENTS ARE APPROXIMATELYTHE FULL HEIGHT SEE HEIGHT LENGTH OF THE EXTRUSION.REFERTOTEST REPORTS FOR HEIGHT Nm e4 SILL RISER EXACT DIMENSIONS, eRnRcaamo OT RENEWED IIn.1" TMSBHEET VARIES WITH p n Bog'r � � REQUIRED ,xOA-t7w iS-i2i9.4i r:•�I Exrewaf POSITIVESIGN f:.l DESIGN Eaplrollon Dato 04/1412021 ll✓✓ 52 PRESSURE, .390--+-i t—I' Dy ExiEn10.Q of ex SEE SHEETS .390—••1 } .tein ro4o<l Wmro7 C 3 m m 788. .3' F+— (I 2AM17 114'MAX. zSH II-A ' 1,793 2.578 4.041 GROUTASNEEDED,SEE ° �x 9a34SAL50 PLY 81.9 7 2.887 3.484 IJ ANCHOR NOTE i° °0 --{5,SHEETt ° f22-1fY=TOTAI. .080 .OGD 114"MAX' ° SILL HEIGHT SRI.RISER LL SER SILL RISER SILL RISER 11 tip P2'TOTAL OO u u i { (3.1PY T07AL {41116"TOTAL O(4-SW TOTAL �`gttl`•�N'. ..HEIGHT) SRL HEIGHT) SILT.HEIGHT) SILL HEIGHT), �;,'I',:`�WEt+3E•:0+' EMBED- r EMBEDMENT EDGE aS; ''•�t'%• MENT , •I *••'° DISTANCE _fir; pio.00705 • 't• ' . VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 E TYRANCHORTYPE, TYP.ANCHOR TYPE, iNSTALLA-noN.VERncALXSECT. iROSOWSKi DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTANO K %•jf 511ti F 2.` EDGE DISTANCE FRAMING,SEE ANCHOR EDGEDISTANCE CONCRETEICMU PER SUBSTRATE, NOTE&SHEET( PER SUBSTRATE, CER7.OF AODi.A29Z98a Cc ��"` PER ANCHOR DETAIL F1 SEETABLEA, DETAIL SEETABLEA, 1070 TECHNOLOGY DRNE 9 ��•�:�'/ONA4��`� REQUIREMENT tmmAmxal. SHEET BNOTE 3, ETAILp SHEET I&NOTE% N.VENICE,FL 34275 tiLYrwwtLvc p� THIS SHEET THIS SHEET (941}480.1600 SGD-5570 NTS 4 OF 21 MD-5570.0 p,Pjm05 I OPTIONAL NON- - DETAIL 11 DETAIL 12 STRUCTURAL mrOttiSo*Srt urrorensoNHY ANCHORS FOR •;ej-> Q EDGE CONCRETETCMU INTERIOR POCKET sf a PERANCHOR ItliCrslgi TYP.ANCHOR TYPE,EMBEDMENT DISTANCE JAMB of ze a AND EDGE DISTANCE PER REQUIREMENT INTERIOR POCKETS MUST SEE TKO I. SUBSTRATE.SEETABLEA, INCLUDE A NONSTRUCTURAL, Tws SHEET SHEET I&NOTE 3,BELOW - - FlGUMi.WWp 0O(SATP0CKEM- FRAME JAMB TO REDUCETTHE •cB FORDOORHEIGHTSWAND LESS: POSSIBILITY OF WATER �' �' �.: OPT. ANCHOR INFILTRATION. 4 t14'MRX. 21 ii'•'. - }i�'+'': 31 iB n EMBEDMENT POCKET BY OTHERSSEE {-: NOTE 6 BELOW.. 4',.. MEND"•:' 114•MAX. FOR DOOR HEIGHTS OVER 06' zB 1 ONCCp1°t• ® 'ix MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENTe, RETEfCMU HOR CEE f �+. �(, THIS SHT MAND EDGE DISTANCE PER EDGE PERANCHOR a IUBSTRATE,SEETABLEA,SHEETI DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET a 9f 2f TYP.ANCHOR TYPE,EMBEDMENT METALTYP.,SEEANCHOR NOTE AND MOE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET I BEA MIN.OF THREADS BEYOND _ &NOTE 3'BF1O 2X WOOD BUC1f3TRIF OR THE NET SUBSTRATE EDGE FRAMING,SEE ANCHOR na PRODUCT with m.pF'tOmwa DISTANCE ewfmneo EDGE NOTE 3,SHEET I ROA-tta 15.1210.01 DETAIL I3 DISTANCE OPT.ANCHOR OPT.ANCHOR Gpirati..Dsltl, 1412021 R7TOLit7u. EMBEDMENT n PT. �i NT DETAIL 14 tt4*MAX. 1/MAX sB MES31 WERG I. Q Smaslim m gErErtaR 21 ol EXTERIOR POCKET EXTERIOR POCKET {post c c>4F9,', NOTES - ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/06116 -iT: H°•'STO' 1)DETAILS APPLY TO 2,SAND 4 TRACK CONFIGURATIONS. 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORiZ XS8EGT. J ROSOWSK4 HU 3)SEE SHEET 13 FORANCHOR LOCATION&SPACING,PORANCHOR QUANTITIES,SEE TABLES 142. ® 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. L'ERt oFAUNLNxexas '"�L�'•ftoAtOP'���� 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 (941)48D4600 SGD 70 NTS 6OP21 sq4 MD-6570.0 1941 ALYNNN218i.PE PExp TABLE 1: I - DeslOo Preasure(DP)and Anchor Quantities Required, I (!N'eA apprme4 aon6gulattvm on Sheet 2) Use IN*table for, Door Unit Helgtd ANCHORAGETYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN — --- �, PRESSURE.USING THE ANCHOR QUANTIES LISTED BELOW.SEETABLEA. lmksS. tre�neln�en rlLB 68-1 SHTHE XIMUMOR MP AT THESE ANCHOR Glad 84 Std Intedook Reinkacemenl#27 A B ,3dcs DGi HeighDt 72-16116- ttiOmL�OHeid BG•15116`rGa DLO Haight MAXIMUM MAXIMUM THESEANCHORQUANTITIES.UST ALSN Or THE ��' r`"° � Ancttort�m7P MAXIMUM POSITIVE OF DUETOTHE SILL HEIGHT MUST ALSO BE C D A.. 13 c D CONSIDERED,SEE TABLE Ill.THIS SHEET. 19-IIB` Design ffiasswe +60/-Wpsr +60/-60w +Faw 0psr #OF ANCHORS THROUGH THE HEAD&SILL{EK FOR C3+1,3AN04ORS 24' OLO HeaNs14 C3+1 C3+1 C30 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 1 5 6 I 5 5 5 b 5 5 5 6 5 MIDSPAN OF PANEL). P4=kl 7 7 7 7 7 7 7 7 e a 8 e TOTAL OF ANCHORS THROUGH THE JAMS. Dmiiltpteswo +601.60psr +601.60psf +6(11.80 par THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-118' Headt6tll p+1 C3M C3+1 C3+1 C3+1 C3+1 C3+1 c3+1 c3+1 C3+1 C3M C3+1 PERPENDICULARTO THE GLASS. 30' OLD Jamb) b 6 6 6 6 6 5 5 6 Width Pagok 7 7 7 7 7 7 7 7 B 8 8 a s; 31.118'I.. De4a +601.60paf +601.wpsr +b01.60psf a 36' DLOadislB C3+1 03+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+lC3+1 C3+1 -� Widthamb' 6 6 6 a 6 6 6 6 54=k 7 7 7 7 7 7 7 7 8 Plassee +60/-60p3137-118' rass 03+1 C3+1C3+1C3+1 C3+1 C3N C3N C3+1 C3M C3N C3M C3+14T OLD TABLE 81: Widthemh 6 6 5 S 5 6 5 5 5 6 5 6 WaUt-UrafMt! Gt41ook 7 7 7 7 7 8 8 8 8 (+)OadgnPresun ptassrae +601.60psf +80/.Ww +80/•00Paf 43.118` S67 Nxn Sffi MaX.(t)DP4B' pL0ad/6N C3+2 C3+1 C3+1 C3+1 q+2 C3ii C3+1 C3+1 C5+2 C3+1 C3+'I C3+11 Rbw Width Jamtr 5 6 5 5 6 5 s 5 6 6 8 5 -11VI A6owad DOOR ASSEMBLIES INSTALLED WHERE THE P40* 7 7 7 7 7 7 7 7 B 6 8 B � t•SV{ffi Sea Note2 OVERHANG(OH) IS PRODUCT RENE1niED 42 2-1/Y i38,T pA( x { ) ae com m ovule,eno Florida EQUAL TO OR GREATER THAN eone� moe 43 3-IIT +80.Opst XO THE OVERHANG HEIGHT IS Boa-xa 96.1210.01 USED 11 EXAMPLE ON SHEET a 44 4.116' +60.0 pst EXEMPTED FROM WATER tot tion oat.04114/2021 45 4518" t8p.0psf INFILTRATION RESISTANCE. er ava duct Confral OLD W107H- OMI.PANEL V41 -WG` OLD HEIGHT= HDOOR HEIGD17111V ���t`g AYNN dyr�'p. PANEL HEIGHT=DOOR HEIGHT-2.172` �J`1� cti+s'-/1ep TABLE NOTES: Tti it aVINYL SLIDING GLASS DOOR NCA(LM) LAI 10106145 _ - Ho.58ra6 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 81 DETERMINES THE WATER LIMITED(+)Op.. DP&ANCHOR QUANTITY TABLES JROSOWSKI :ro UI1C �. ,' 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.ASILL ® < '�10.. sr, Wti RISER IS NOT REQUIRED IF SO,+DPS SHOWN IN TABLE I MAY BE USED. wT .'��"•.�toaln!;-•;tyt�` 3)SEE SILL RISER TYPES ON SHEET 4. ceRr.Crpvptazaza8 fiy REFER TOPLIES TO ANCHOR Ht3Si AND HET�ETC1 CONFIGURATIONS. 7070 TECHNOLOGY DRI VE 6)SEE SHEETS 11.18 FOR ANCHOR LOCATION&SPACING - N.VENICE.FL 34276 AtYnN6SllatP.E 1 (041}480.1800 SGD-11570 NTS T OF 21 [ITMD-W, i TABLE 2 Design Pressure(DP)and Anchor Quantities Required, (brag aBnoted con5gurallm on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use —a�ri Door UM Haight PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Giese Types2or4 air 84 98• 108+ 12P SHEET!FOR COMPLETE ANCHOR LIMITATIONS, A.OeBel Relnfomemml 029 66.191@°DLO RaIgM 72.16176•DLO Height 84.WI&OLD Helghl B8-151119-DLO Height 108-iSMS'DLO Height THE MAXIMUM DPAT THESE ANCHOR OUANTRiES.ADDITIONALLY,THE Lockstga RefrdisMMent d25 AMIWGroup Anchor Gmup AnotmrGroup ArwWGmup AmWGmup MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD tntedoch ReNfomemeM 820 p 0 C D A B C D A B C D A B C D A B C D CONSIDERED,SEE TABLE 02,THIS SHEET. Design Pressa0 +tOO/100psf +fO9t=)Cops) +S09t1O0pst ♦6p/•65psf +50! pet B OF ANCHORSTHROVOHTHE HEAD$SII!.(EX:FORC3+I,SANCHORS 18-1!8' FIeaNSly p+i pr1 p+1 p+1 03+1 C3+1 p+1 p+1 C6+1 C3+1 C3+1 03+1 C3N C3+1 C3+1 C3+1 03+1 p+1 p+1 p+ CLUSTERED AT PANEL t+AEETUY3 p08^R'AND 1l01CHOR REQUIRED AT 24" DLO MIDSPAN OF PANEL). WWth Jamb 1 5 5 5 5 5 5 5 6 5 5 6 6 B @ 8 6 8 1 8 8 e TOTAL B OF ANCHORS THROUGH THE JAMB. P-gook l 7 7 7 7 7 7 T 7 B B @ 0 9 e B 9,1 10 10 10 10 THE 8 OF ANCHORS REQUIRED THROUGH THE P-HOOK, 2.5.178 Dastga Prasseas +foot-10npsf +1001.100psf +100/•100pst +60l�aw 1 _ +W/.69psf PERPENDICULARTO THE GLASS. 30• OLD Head13W C5+11 G3+1C3+iC3+1 C5+1 C3+1 G3- p+t C5+1 03+1 C5+1 C3+11 p+1 C3+1103+11 C3+1 C5+1 03+1 pM C3+1 Width Jettib i 5 5 5 5 5 5 6 5 5 6 7 5 a @ 6 @ 6 6 6 6 ' P-tmk 1 7 7 7 7 7 T 7 7 B B B e B B 9 8 10 10 10 10 Design Preeaull +1001-f0Ylpsf +1001-fooplf +1001-1OQpst +601-85psf +60/-BBPsJ 38' 3DLO Haawsul CS+1 C3+1 05+1 psi C5+1 2+1 CSN C3+1 C5+1 C5+1 C5+1 p+1 C5+1 p+1 p+7 C3+1 C5+1 03+t C3+1 03+1 FIG i OH LENGTH Kolb .iambi 6 6 ti 5 5 6 6 6 5 5 7 5 6 8 @ 6 8 6 @ @ P-Iwtlr T 7 7 7 7 7 7 7 B 8 6 8 9 8 B 9 10 10 10 10 p0pRA5SEMBLIES 37.178' Design pAww +1001-100p3f +100/100psf +foot-foopsf +60/.B6psf +501-65p1J INSTALLED WHERE THE y 42' DLO HeadISRI C5+2 03+2 C5421C3+1 C5+2 C5+2 C5+2 pp +t C5+2 C6+2 05+2 03+1 C5+1 C3+i C6+1 +1 05+1 05+1 CSN C3+1 ii4 OVERHANG(OH)LENGTH IS JamDl 5 5 7 6 6 5 7 5 6 5 a 5 8 6 6 8 8 8 7 e = EQUAL TO OR GREATERTHAN Width P-hook 7 7 7 f 7 1 7 7 7 7 @B B 8 g B 9 8 10 10 10 10 O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER z 4311 Design prsssrae +lOD!-fo0pst +loo/.)OCPs! +92/•92psf' +60145psf +801-65pst INFILTRATION RESISTANCE. 48• DLO HeaNSN 05+2 C5+2 C5+2 p+2 C5+2 C5+2 p*2 C3+2 C5+2 CS+2 C5+2 C5+2 C5+2 C3+1 05+2 C3+1 C5+2 C5+1 05t2C3+1 WkUh Jamb' 6 6 7 5 5 6 8 5 5 5 9 5 @ 6 7 6 6 6 8 S PRODUCT RENEWED P4wofc 7 7 7 7 T 7 B 0 0 @ 8 9 8 9 9 9 10 1D 10 10 TABLE 02: ,apMM wOh th.R.Ad. Daslpa Prassue +80/-wpsf +80/-BCPs! +80/-BOpsf +60/65psf +54.1/S67pat. Water-Limited egnaing eq�e 4DID Haadf6m C6+2 C3+2 C6+2 C3+2 C5+2 p+2 C5+2 p+2 05+2 C5+2 C5+2 p+2 C5+2 C5+2 C5+2 CS+2 05+2 C5+2 CS+2 06+2 (+)Design Pramm N pl etla 1511210.01 > h Js" 8 5 8 5 5 5 7 5 5 5 8 5 8 8 B 8 6 6 B 8 Sill Nota SIR LGL(+)Dp eapimugn ngm041142021 P4100% 7 7 7 7 7 7 7 7 8 B B 8 9 9 8 B 10 10 10 10 Riser Haight -Aliened Oy Mlam q uct Giro.% 65.118' DeslgrrP2ssem +801-✓Op9f +8p!•80psf +bol-69pst +50.1l-@4psf +49.6/ .7psf None 1-11116' See Nate2 6U OLD Headf3m 05+3 C3+2 C5e3(C3+2 C5+3 p+2 C5+3 C3+2 C6+3 p+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 CS+2 42 22-1)2' +301 par Width `b� 6 6 8 6 6 6 7 6 5 6 e 6 @ @ 6 8 0 6 8 6 43 3.17 +6D.Opsf P•hook 7 T 7 1 7 7 T 7 @ 6 8 8 8 9 9 9 10 10 10 10 44 4.1116• +00.0 psf +/d00.6 PSF FOR ANCHOR GROUPS O,C&D. 45 4618• +tOD.Opet DLOWIDTH=NOM.PANEL OLD HEIGHT=DOOR HEIGHT-111.111100+fi6' api•14Y.....y1 PANEL HEIGHT=DOOR HEIGHT-2112` ZiQt'�::`� '•- 11' C itr ix TABLE NOSES: No.50705 9 = t 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE VINYL SLIDING GLASS DOORNOA(LM) 11110105115 y ---1&14 AND TABLE 82 DETERMINES THE WATER LIMITED(+)OP. d OF, 8 &ANCHOR QUANTITY TABLE &S ROSOWSKI :. •':u sr )dS W 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® < < ��`�;••:�coMQa•'G RISER IS NOT REQUIRED.'IF$0,+Dn SHOWN IN TABLE 2 MAYBE USED. � all t ss/ 3)SEE SILL RISER TYPES ON SHEET 4. 'CBiT.OFAUTHAM90 C)NA1 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE 8 TO ANCHOR SHEET 1. SEESHEETSIII-16FGR ANCHOR LOCATION$SPACING N.VENICE,FL 34275 Q¢ AL.x8lercFss. (941)480.1008 SOD5570 NTS BOF 21 Si MD-5870.0 ) F.eusmoy f EXAMPLE: 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-P)OK FRAMEJAMB REQUIRED I RI cENr UNE CENTMIWE SFE FIGURE BELOW FoaaoOmONAL IffADSPLICE NTF�R OFN7ERLOCK OF(NFERLOCI( ANpIOR INFORMAnON. SNTlJ2IORMOUt7fPOCKEi;�48'X84"NOM.PANELS. 8}pPTERKuIFotxers LAMINATED,IG GLAZING,ANCHOR GROUP IN WOOD'SUBSTRATE, MAX QFFPANEI I oorPANFNE zE OFPPANS.JE PROJECT DESIGN PRESSUftE REQUIRED:+482/-QLS PSF OTHERS, SEE SDT5 NOTE 8, SHEETS +Y '.rANCHOPAG6 28,.wMAx B' B• AICHORAOF- SHEETI2 '+NAt1OHORAGE, MAX. SNEET 72•C3,CLtgTER, •CS'IXJlSTETi, SHEETI2 EXTERIOR SHEET I2 BHEET72 ENDANCHORAW SEE POCKET JAMS INN.I At wR SPUME E RMALLATIOHON HEAD ANCHORAGE DETAILS OPT.ANCHOR No'tLS.SPLICa.,wCHORSMAr SHEETS PXXX(BTRACK) TOAID BE ADOEDIN.PIELD AS NEEDED TO - - AUGNMENT AUCNTHEHFMORSALWA - SPDCEOCCURS WITHWAPOLKET. S�SPUCE � � C R L.�TEygp SEE EPSUD:BELOWFORADOMM oFm7ERLceI oFunFxLocx ANCHORDsoRMAnoN. cEN1EruBVE cExTFR1.arE ca+z-: r - - MAX. OFPANEL} OFPANEL2 -OFPAN3J EXTERIOR INTERIOR OTHE�RSSEE ' NOTE& P O SHEETS •+r •+2•ANT31QiGlGO£ 26--rANC B. ANCHORAGE.- SHEtT 11 •+z'ANCNORAGE. MAIL SHEET t1'OTCW5TER, 'OS'CWSIFH, SHEETII EPMRHIR 12MAK 21A' F7 d3 SHul 8NE67 T! I�NANGHORAGE . MAX NEQIAREII® 1 MLLA(ETTONIGN SILL ANCHORAGE DETAILS 1�N.iM Q.G. INTERORPOCKETS SHEETS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3 TRACK, PRODUCT RENEWED aeampl N WItA WB Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF aantla�R. o +4E.2F58.8ATA NOM,PANEL SIZE OF4WX84'.FROM TABLE 1,SHEET 7.THE END PANELANCHOR EXCEP11ON: xpn-rtw 3BA21O.09 DESIGN PRESSURE IS+891.80 WHICH EXCEEDS THE PROJECT DESIGN otsrAtJCETO NFXTCLUSTER EApimaan Date 04/1412021 PRESSURE REQUIREMENTS. TO C.oRLESs ' xy ., BE2Sdi0..., FOR WOOD INSTALLATION=ANY SEE TABLE HABNSBI Ca+ ANCHOR IN GROUP A( A),TABLE Jmnb 5 1 SHOWS ANCHOR REQUIREMENTS OR p4wx 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: B• t1EA0lCLUSTERANCHORS�SHEET 12 FORTHE'Or CLUSTER ANCHORS AT ct3m Q`EJmPxJa OPT.ANCHOR °� THE INTERLQCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD.ANCHORS AT THE TOAD HEM(INTERMEDIATE ANCHORSY.SHEET 12 FOR THE--2 ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY REQUIRED WTHE AJGHMSNT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL (CLUSTERANCHOR3}:SHEET11FOR THE"=CLUSTER ANCHORS AT 25.310',OTHERWISE ANCHORS ARE NOT REQUIRED AS tNVLYNNgU' ANCHORAGE ANCHORAGE THE I SILL(INTERN DIATEANCNORSI SHEET II FOR THE'+2 ANCHORS AT THE PER THE FIGURE ABOVE: DETAILS DETAILS MIDSPAN OF EACH PANEL =K' Na 8't05 ' _.__.__ JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 1010511b FOR PRODUCT REFERENCES ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL • t LOCA71ON FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE �4 JROSOWBKI LOCATIONS OF CROSSSECTION DRAWWGS. '"Q•, STA F T(/,+ B)SHEET10FOR SPECIF GLAZING TYPES. ® � '�`'• PdOIiGDp r��c��� S(GG 3)INSTALLATION DETAILS INTO WOOD CAN C)SHEET I7 FOR ALLOWABLE PA.%TYPES AND CALL NAMES. BE FOUND ON: CERT'of AUTR Bzea D)SHEETS 4&18 FOR EXTRUSION CROSS—SECTION DRAWINGS. HE BILL SHEET4 107OTFCHNOLOGYDRFVE E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE.FL 34275 ALYNN MI LEKm F)SHEET 21 FOR ABILL OF MATERIALS. P.HOQK;SHEETS (941)480.1800 SGb-5570 NTS 90F 21 4 MD-5570.0 f PEJ60105 t i 1-1116'NOM. _ slfC NS GLASS a/i6•NOM. 7/ia'NOM. .qgp•Py$ ' SI18'NS CIASS� 3/f6'N�4,,GIASS� -3116'ANN GLASS— 4e is NOTES: al1CAIR SPAce 7719 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED, 3Ha•ANN GLASS' PAWTEDJ 3Na'HsdVS3 PA7NTE01 31f6•TGLA8S PABReTY 2)PRODUCT MAY BE EITHER INTERIOR OR 1WAT� ///------ EXTERIOR GLAZED,PROVIDED THAT THE eo n �sURFAt2 e6 et SURFACE O /�suRFA 'HS'SURPACE OFAL.AMICIA7EDGLAZING FMEAi6R t -- I •�]sz>F.Bw� I— -- �j pap .j UNIT IS ADHERED TO THE GLAZING LEG. PRODUCTIS•FXOERIOR- { .—..1 PRODUCTIS'e%TEHIOR, PROOUCi1Sg1CfFJUOA- ! ~" rGLAZED'o �THEExiiRORI 17AT NOM cuzEmlPwaatis 1 °ANN=ANNEALED GLASS TOWAR0.5TNE EXTEROR.I lGLASS. OLAA2E0'ff6Yt83iS 77GLASS 1 I GIAS$ TOWARDS TREMOR U I O1A46 °HS°�HEATSTRENOTHENEO 1 I $ I ( BRE I { BITE 'V-TEMPERED <3N-10A i aLES { a ( 'PVB`=,080'BVTACITE4D PV8 INTERLAYER PROOOOS'18YNLEROIk I { PRODUCMINTEROR.-1 I PRODUCTLS•877m" BY KURARAY AMERICA,INC. GLAZED-74808918 I m GtAZErtFXMllS i l9 G11SED•1FYeZ8YLS { 'SG'=.080°SENTRYGLASO INTERLAYER TowARDSTTE utrtwaL 1 TOWARDSTME NTEROR I TGwATu,stl¢NreawR{ BY KURARAY AMERICA,INC. SF$NOLE; SEENOIE2SEE NGTE]. 68 L93 . T511ffi 71438HEET TISS Sfff1 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE HOTWELTSUTYL t-VIV1,10M. 1-3116"NOM. STRUCTURAL 3flW SGLASS 3tfa'At+$LGLASS SILICONE 3tfe°NOM. STRUCTURAL .030'50 S/Si"AIR SPACE POLYISOBUTYLEN it4'NOM. FOAM HEAT-MMORITL69 WITH DESICCANT WITH WIV'HS GLASS m 76 .090°PVB DESICCANT 711VAIRSPACE n 79 913Z'AIRSPACE 31/8•HS GLASS 911V TGLASS PRODUCT RENEWED EXT.GLASS EXT,GLASS 3RlxTCa'ASS PAINTED! PAINTEDI P�yl�e wtln mn F7erida 6t' 83 LAMINATED M IAMNATED OrHroWinq Caao SURFACE SURFACE NOA-N. 1S'L210.01 (�e3-ga �r E><fU GAgraH6n Daft'CW1412021 W-GLASS WT.GLASS PROWCT LS•EXTERSOR I ' PAOWGiiS'EXLERiON• j �' GLATEWFA82831S 1(�' T18'NOM. GLAZEWIFA81 t9 i TV NOM. RY 76 KCIDISPACE 1ff SUPER TOWARDSTREEXLeROR.' O { ASS TOWARO3TNE EXTEROR4 D I GLASS Minor w Gtmtro O4SG TPS SPACEW NXTT" 4 w EaAm I 4`7 I { aRe ALUMNUM GLA'FoPROO$OT iS'NTE18 I I PLLOOUCt GLAZELPtF6841ST80R• { 1 *FORUIMENT 70WAR STtED3LS I I A TOWARDSTHE 13 I >s POLYISO• OESICCANTFRLAREA TOWAROSTfBLItRP.R10A.I TOWARDS7HE WTERIOR{ BUTYLENE to SEN. S1ISNOM 38EROTV; SEENOTER n B8 BUROLL-FORMED SWCONE SEAL Tw,S3xFET T9DA5lEET D ANLESS STEM GLASS TYPE 4 GLASS TYPE B ` V LYNN Exr.GLASN `,.� .`rs: ucE++s�'•..Ft''%: EXi.GLASS ��� tfo.$9703 •':>Y r'. VINYL SLIDING GLASS DOOR NOA(LM) 10105115 = �,yp� 1I _� SS GLAZING DETAILS dROSOWSKL � IS6l� tNT.GLASS 'O•. sr Te bbk t� n DURASEAP >a XL EDGE'" CERr.oFAGRLre z3a a�`sS F<,Oil1OP:'G\�'.'` SPACER OSPACER 1070 TECHNOLOGY DRIVEg N.VENICE.FL 34275 (041)-080-1000 SG05670 j NTS 104E 21 F MD-5570.0 $ ALYxNMuLiR'P'E REAMS SILL CLUSTER ANCHORS LAYOUT: SILL"f INTERMEDIATE ANCHORS LAYOUT: AS MOALOR ASTRAGAL OR PANE. PANEL INTERLOCK INffALOCK PANEL CENTEMINE CNTEFdWE 4" CENTERLWE 4v CEMERl1NE 4- CENT EILLWE 4' E R EXTERM E%7E'NIOR EXTIE�RIOR �I'TJ 2TPACK UMM-Cr a 2-7MCKCLUSTE-M o Y.7R.URERNEOIATE 2-7RACKINJERNEDIATE V 2•TRACKRREPMEOIATE ANCHORLOCATIONS ANCHORLOCATIONS vt'ANCNOR LOCATION ✓r ANCWRLOCAMOM "r AHCHORLOCATLUM ASTPANEL MOALOR ASTMOALOR PANEL CEN�ttlµdi�E 4• CENTMJNS 4' CTNf 4' CEMFJiUNE 4' CEMEALINE EXTERIOR 3.22' EXTERKIR 3.22' TE TEE�'R1�12R E%J'L R 32Y ekTE�1"Ig1IrnL --+T 3.�Y sTMCKCWSIER'C4' �/ sTMCKCLUSTER'CS V S-TRACKINTEANSDATE �/ 1TPACK INTERMEOIATE V bTRACKINTEtp1EmM ANGIO LOCATIMM ANCHORLOCATIONS 'PANCHORLOG7ION '✓lANCNOa LOCATIOtL9 '.S ANCFIORLOCATWlS ASTRMIALOR /S7MGALOR PANEL PANEL PANEL GFTIfERLM INTERLOfX- IOEE� 4e CENTEPL@IE cl3iiERLINE 4• CENTEPLO7E 4` .I I EXT�ETRI,IOR i 322` EE I EXTE�'RIIO 3.22' EXTETAyIOP E RIM EXrhE—K 47MCKCLUSTER V 4-TRkCKCLLMM `� 4TRACK wTMUEDLLTE 4TRACKMTERMEOIATE `� 47MCKMEOCATIOE 'CJANCIMLOCARONS 'CS'ANGKORLOCATIONS 'WARGIORLOCATION Y2'ANCHORlDPA710N9 .S pJSJR1RLOGRONS NOTES: • -------------------------------------- 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: wrEwImUTEANOwP LOGTKNS 1)ALL DIMENSIONS SHOWNARE BASED ON MINIMUM ALLOWED. IfImIII III DISTANCE 2375, "�"`� DISTANCE IS 2375` 2)TRACK-TO-TRACK FOR ALLSILLS: DISTANCE IS 2.375' W2.3161 - FORALL SILLS: PRODUCT RENEWED ``LLLTTLIIIIITtA HeompOlyi.Grg.with the Florid. .aa sm 7 Eulmmy Jams 5 NOA-Na. 15-1270.01 1 :uCENSE'••.Fp rwunESPROAwrDT rouomrosu Pllmk 7 e.PTroeoo D.to04H412021 *: '•: cLvsrtPANamaLDUTwa: No-50705 = �VINYL SLIDWG GLASS DOOR NOA(LM) 10105/16 TTr _ yy Ail bd.Proa.ot Co— — d ANCHOR LOCATIONS A 8 J ROSOWSKIIV F6 CEAT.OFA9TH.F231C0 a� At. 1070 1070 TECHNOLOGY DRIVE A 6 N.VENICE,FL 34275 p 4 A.LYNNMALE&RE P- 7 (941)480-1600 SGD-5570 NTS @ 110F21 2$ MD-6570.0 4 P.EyamDs HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: A5TRAOALOR ASMAGALOR p L CENTERLINE 4" PANEL 4w INTERLOIX 4• CENTEALME CENTERLIRRf1iLOCKNE 4' C[:MERLME CENTERIPJF _ HO R 3.22 EXTERIOR 3.22° AOR 3.22° EXT(E'RLIOR 322° EXTERIOR E � n Z1MIX 'C3• 2-TRACKCWSTER'CS ZTRACKINRFNHkAM _ 2-TRACKMfERMEOWE V ZIMCKINTMWEDWE ANQgRLOGATIOtS ANCHORLOCAMOKS Y1'ANCHORLOCATION YYANCORLDCATIONS 17 ANCHOR LOCATIONS ASTRABALOR A37RAANLOR PAM PANEL INTERLOCK WTERLOCN PALIEL� CEME(CWE A" CENTERI.YlE 4w CENT(:RLME 4° CBLTERLINE CENI�ILLE EXTERIOR —1I 322• EXTERIOR --�• 322° E-� EXTERIOR lXiENOR 32Y .3-TRACKCLOSTflI'GT �/ V W AANCHNOR�LOCAMON DIATEJ\/L rAC(MTEMIEOUTE +3•ANCHORRL�TRACKINTLOOLAAnomS 3•TRACKCLISTERYS Y2•ANCHCLLOCATRIIS ' ANCHORL TONS ANCIORLOCAMNS ASTRAOAIL ASTRAGALOR PANEL PANEL PANEL 4• INTERLOCK 4n INTERIM— 4° CENTERLINE CENTERLINE CENTEIOYFc CENLERLME CENTERLME I I EXTERIOR EXTERIOR 3.22° E%TER10R 3.22' EXTTEETRI E%TERIOR 4TRAIXINTERMEMATE YT 47MCL(MTEAMEOUTEY3' 4-TRAOKCLUSTER bTRACK CLUSTER IPAANCHORM L�TIION ANCNORIOGTIONS ANCHDRLOCAMONS 'C3•ANCHOR LOCATIONS •CE'ARCHORLOCKnoms NOTES: TruasrhmAmTOLNEEOLIGAIxDITaAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IMBAffNA1EAND10RLOGIDNA NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375' FOR ALL HEADS: 2)TRACKJO-TRACK DISTANCE IS 23752375° PRODUCT RENEWED FOR ALL HEADS: 1 4YNiY Haed1316 BUNmnglrT ilh lha Fladdn `:\�S\\np,.•GENS rf/��i Jamb 5 - mon. 151210.01 Q\:' Ll F•':Ef''� AANmmxlouTmleWAD P-Imok 7 ExpimUan Gata0411412021 m..53705 '} VINYL SLIDINGGLASS DOOR NOA(LM) kROSOWSKI Mlam Prodoot Control ANCHOR LOCATIONS 'SOL••- ST^IS�Fb RORIOP:'\Zv` 1070 TECHNOLOGY DRN.VENICE,FL 34275 A.LYNNMRLER.PF(041}480-1600 NTS 12P.E00= P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL Y)EW. I 2.376° —t 4.76' 7.125" MAXUtl M 21.8' 21.6• 21.6 HeaNsm +t Jamb 5 O.C. 911TEtup1 MAX MAX. P Ipok OPT.ANCHOR� TO AID IN ALIGNMENT 6° 6^ 8° tdOTES: MAX. MAX. MAX, 4)STANDARD ANCHOR LOCATIONS SHOWN. j''� �'� FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY ( 2-TRACK FRAME ) &TRACK FRAME } 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIK EDGE DISTANCE CONSTRAINT'S. 12° MAX. JAMB JAMB JAMB {3}WEEP NOTCHES {d)WEEP NOTCHES (6)WEEP NOTCHES PER GND Q t°X.600° PER END Q t°X.600° PER END Q 1'X 500° SILL SILL V!2e EXTERIOR �(OOREXTERK)(3)TRACK WEEP HOLES EVERY 24° 1.126°X.100'; (8)TRACK WEEP HOLES OPT.ANCHOR {i}WEtiP NflTCN EVERY EVERY 24'Q1.t25'X.1,00'; �— EVERY �CK LS26°XrK EEP OtOD9��'� TO AID IN 24°Qa 1.376°X.600' (1)WEEP NOTCH EVERY ALIGNMENT ( 24'Q1.37S'X,500' (1)WEEP NOTCH EVERY 24•Q 1.375'X XOW NOTES 1)SEE TABLES 14 2 FOR,EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS} PRODUCT RENEWED OF ANCHORS REQUIRIfi7i W THE P-HOOK. na conOphh��1nn eMkh tho Fl dd. en0eln Coa Amt2EaaMQ(FgIlkarataysic iJMal NOA-Nn. "15-1220.01 .' ;' L1cENs„..,`P�i Lq'Aip@ � � !�._ Ihtpintlan pato 04/14M021 `*? No.60705 'tY'_ VINYL SLIDING GLASS DOOR NOA(LM) 11110105116 d ANCHOR LOCATIONS - dI JROSOWSKI MeeE15W 03F1 CIiRT.OFAUM.92DL86 n �� ,�j'SSjONA1-E�G,� 6 1070 TECHNOLOGY DRIVE Pltogk 7 N.VENICE,FL 34276 �+ ALYNNM0.ta1.PE I (941)460-100D SGD-6570 NTS 13 OF 21 g4 mD.5s7D.0 P.EH 6B1�5 HEAD 90"CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: sa ANCIXgiIIXATB6 4' 4. 4' 4° U . 4• -0° 4' 4' NeRN5V1 1 32T 3.22'EX ZR(O c e P7mK 7 2-TRACKRVCORER XIERIOR 2.TRACK9VCORNER 'CPANCHORIDCATIONS 'G'ANCHOR LOCATIONS T-7RACKip'CORNER E�fERII 2TRACK99•CORIIER EXTERIOR (USEWHERVOYMSPECIED) (USEWRERE'C5'ISSPECRED) 'C4'ANCNOR lDCA7ION4 n EA�,�OB D) 615EWNERE'GTUi SPECIPffDI V PRODUCT RENEWED 4° 4° 4° BW�Impi�i�g wltil ltle Apripp 4° NDA-No.ootGl 15.1210.01 I 3-�. EnPL H..Doto0411412021 4' 4• 4' 4° a e�Do Proauce eon EXTERIOR 3.21 EXTERIOR siMCK80'COHF�t �7 sTRACN9YCOANEA 11""I sTRAC wCOIMER wmm -_macovcof NMR = --- 'G•ANCNORLOCAlWN4 V 'Ce°ANCHOR LOGTRMS �/ %VNICHORLOCATIONS 'CS'ANCNOR LOGIKINS [WEWHERE'CTIS ) (USEWHERE'CWWSPECEIEO) (USEWHERE-CTISSPECRTED) (USEWHERE C6'IS BPECDIED) 4' q• 4° 4° a� �ceusc .`c'��' '•.it 4° ic= xp-SB705 _ 4° 0 4' I sv IS'6 ���: "A'• smTeof ° RORtD � 322• 4' 3.22° EEXXTTEERRppRR ��i,C'S3 ONA•��... EXTERIOR C•iRACKOrCOIQER EXTEWOR EXTERIOR H-TAACKBO'COR3FR 'rr•rr�l fill �`�` 4.TRACK 90'COANER 41MCK90'COFUiER 'G'AHCNORLDGIWIH -�_ 'CB'ANCHOR(DCA7ION9 _T 'G'ANCHCRLOCATCON3 'CS'ANCNORIDc.A7ION3 ALYMAN.QL PF. (USEWHERE'p'LSSPECM) (USEWRERETTISSPECIRiD) JVL (USENM1IERvWMSPECTlED) (USEWHERESSIS SPECEIEO) REDSeRS NOTES: EXAwES PEnTaslTpmecpuoa+1pmeauDn 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. V INYLDING GLASS DOOR NOA(LM) 10105116 HEwAxameLouras SO• 2)DETAILS DEPK:T ANCHOR QUANTITY AND SPACING.AND WOULD BE LOCATIONS D &J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. �un,—nn 3)TPACK-TOTRACKCP-nooX 7 DISTANCE IS 2.376' 2.376° 2376• 1070 TECHNOLOGY DRIVEFORALL HEADS AND SILLS: N.VENICE,FL 34276 gq1)-qI NTS 44OF21 a9 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: raLDM m es"NCONTPhR91 AtCHDttoCAigts 135 4 4° 4, 4 0 (��[C• I rEPJOR IL 4' t{4ndiStB t 3.22" E.x,Rlpq -�- o E—X7E�Rj74R P-lwgic 6 V (Vl. 24 S7 V 2•TMCKIW CORNER 2-TRACK I W CORNPF4 PACK 13S COAt7ER R-7RMJ(19S CDH/✓£It `C4'ANCHORLOCfitONS WANCHORtOCATIM Nh IUSEWNERETTISSPEC6IF.4 (UNYMERE'C3`RIEMM D) `CA'ANCIKN4LOCIRKDi3 TVANOMLOCATUM (USE"MRE'C2'19SPECFIED) (USEWNERE'CYISSPECmm 4' Ida 4' 4' EMPJDR PRDDUCTRENEWED 4' "cvmpMnpwuhth.FtgeDs 7['. T�'' DDualnu Cone. N� 4� {�)ItDCi�u- )��1-ccEplDPnDbD4114/2D"d1 EMRImr7r Dy 332° 3.22' V -"" eroegot con 3-TRACK f3YCOPSffR 37PACN 135'COFDETI ANCIK7RiOCATION9 'Cb'ANCNORLOCATfONS33RACRt3PCORNER 34R MUPCORNEt NEE WHERE'OS'IS SPEUTED) (USE WHERE'CY IS 3PECIRED) 'C4'ANCHOALOCAMONS 4`AACNORIACATKN4S IUSEWREREM,TISSPF,MED) (USEWHERETWISSPEMIED) Nx4' >\//Ix 0.- 4' 4' ND.58705 '•$' ' E47ERi0R E 4' ~'•-�'�� `1"�S l�3::��` 3�„ fin•. STA ECF 4•TftACK13Y0DpAT 4-TWK13YU7RNEa 4•JMCK I3S CORNER !. i lC•• OA1DP;:G�C�.�+• 0>WIIEAPE-CrIB��CD'1.1 EWHEFC'ft'l8 UFj TA-ANCHORLOCA710M WANCai lar ED) (USE WNHIECYDSPECEIED) (WEWNERE'CTmmvE NED) (U SEWHEREWMSPEMM) ALYNHmatER,pE NOTES: PF93SRiS Flmft®I�PFRrwTonfEFDILDnNOnscgRKEn 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. xr�nxrcalaRmDATmna VINYL SLIDING GLASS DOOR NOA(LM) �10105175 t35 I 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE IIII SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS ANCHOR LOCATIONS E @ J ROSOWSKI �s 3)TRACKTO-TRACK - cEAr,CPAUttLYz 71-F 7 DISTANCE IS 2.375' 2.375' 2.375 FORALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE H,VENICE,FL 34275 1 SGD5570 T NTS _15 OF 27 M0.5570.0 I i I HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL- SILL SPLICE ANCHORS LAYOUT Ca}INTERLOCK OR ASTRAGAL: "�"cRTAN1tl"�'tl1� Sft6FDAHL,Hpf6tl(11:INY§3 L{X;ATtOtL " q• OF'G d" LOC IRSlOM LOCAiwN sPUCE —4' LOCAnoN 4° 3.22" lm-3.2r EMERIOR EEILMMM i ((�'TSPUCE �jj�� 2&TMCXSn(M TT 2.7MCKaMcE Ji1A 6 Cj .,2-TRACK \J AWM.ZI"LOCAECNS PUM •CFANCHORtOCAnOM VV 'CB'NWRLOCATIOM MCCit 7 (IREWIORE"C7I9 SPEGREO) (USEWRERETVISSSPECIRM (USEWHBaE rMSPECIREO) (USEWLERE'PA'LSSPEd NEi) SPLICE SPuCB SPum aRLCE Al IOCAiNW ( d.76" LOCATON 4' LOCI 4" LOCA710 q• PRODUCT RENEWED EXTERIOR 4" IOREXTE�OR 3.2Y EXTERIOR d"—_1— '3TMRtACATR7N d" LOCAIItlNd S•TMCKSPCE 8TBA1m ^C4ANCWRtSOE CACSU #RttTP ITONSfm OCtlCEawithYClt7mCC1En0twt.r0C[ilt1 ANCMRLOGTIM ONN (UEWHEE Iss"ID) lEWERSISSCN1 mamo) OEWLRe-criaSPEQNE� E%TMtCR DuCD4l14t2a21 4.76' aruonLOA"tb a 4„ I i ]Exr]E�won 4" [[7I aR .... 322° EXTERIOR 322' IOR 3.22• `�`�TR�.NY LYNN �f%�� tj 47R\CMSPUCE 4.TMC%SPLXP 44RAC RSPLIM �, 4•TRAMSPt �`1T".+'•O� �(.C_�i MA'ANCRORLOCAP" 'CTANCnORLOCARM E ANCMORLOCAIMM 'C@• ICE ANGWRLLICAnU.`$ :�y4`; U •••'Y WAW1ERB'I=tssPEcnm) (USEMME-CS'ISSMMEO) (USE (USEMERE-MLSSPECOEM N0.00705 nm NOTES: O 1)ALL DIMENSIONS SHOWNARE EASED ON MNIMUM ALLOWED. ��L,S,rflj oil NA}- `� Na+ncslxmAw.oTNEraLvvdtoswcso 2)ATLOVE FIGURES ARE FOR SPLICES OCCURRING AT THEASTRAGAL OR INTERLOCK A.LYNNUUMM LreAs4xaxaRLovalroT� FOR SPLICES OCCURRING INSIDE OFAPOCKET,SEE THE EXAMPLE ONSHEET O. R.EOM5 3)ST A C IS TRACK 7)s �'j `' J VINri SLIDING GLASS DOOR NOA(1.M) 10785/15 DISTANCE IS 2.976' f{(ri1L�x' 2.375" 2.376" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F &J ROSOWSKI 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT-OF'AUTtL#2ND a� BY OTHERS AND REVIEWED BY THEAUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE �A P•RW¢ 1 7 I N.VENICE,FL 34275 (841)00.1600 SGD-6570 NTS 160E 21 RAI MD•5570.0 f i PANEL PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES TYPES wi Ri°srac LE 8iN(E�°ryi°Cx Few n4e ��nuwt nSfrwanl °�stM[U DISIDDEicu. °RECENER ffEL ASMM =Wi35' �J IMEERRLi�cN .C� ASTRAM MfE100ROR I CHI! IN SIDLE ""w0F ells 80XOKX'N RECBVM RECENER EXIMORGLAZED =am I" RECEIVER n� /Yf LDCIfliRE �.+.+, . GOURLE UIIERA°C!( woff t (E F PP K L L TC TA TV TW J LDCNS7ILE rrS P�aR7 �w W .w�� B H P A C C SC SA SV SW SD DN-M10 R >� � wonuam RR R S S FC FD FV FW A N,DOUBLE I $N'L WD M J J U sa y LDG E F- M."msoxour ro y LL , ,,,,, T UMFOLOCK WASTRAML N T U J oxw 6 Tn w CT CS CF SIMGAL ZRECEIVFn a. IAT AS DF ASTRAMour.13S. IVT VS VF Imam PRODUCTRENEWED RECENEH 0 d,ppNlnD w1ththo Fbgds no tKi3v NOA-t2aCodc 1"210.(M ARES,,,$ WS WF Evi.ti..o t.04(14n021 LEIS WT m.RIGHT ' PANEL PANEL STILE STILE PANELTYPE'PSHOWN. ;,�Dpun177q PANEL.NOTES: •�yY LYNN 1)SEE DPIANCHORTA'LES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE, 1.�4Y;:I LYNN•. +++++ 2)PANEL TYPES NOT MOWN ARE NOT REQUIRED FOR ANY CONRGURA71ONS AND ARE VINYL SLIDING GLASSDOORNOA(I.M) $10105/16 * N..50705 NOT AVAILABLE - =_ PANEL TYPES JROSOWSKI =v: 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60°. 1$ r W g ;O�•_ SIA W. ! 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)ORINTERIOR GLAZED.BOTH GERT.OFAOMp29298a %+(CS'•.,tpR{OA `�� f TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET lO. 1070 TECHNOLOGY DRNE � `"S"DIAL¢\a�� N.VENICE,FL 34275 " 11,1,*'� (941HBD•1600 SGD-5510I NTS 1170F21 ;? MD5S79.D ALYNNM6lF]�PE P,F,9 fa705 5� 081 .782 .126 I"_. ❑.100 ❑ 1.812 n 1,881 7}(`^- .082 t� 930 SD73 F, 1.028 �-- Q7 2TRACN HEADIJAMB ®4TRACK SILL COVER(PVO)w II INTERLOCK CAP. ANS QTRACKINSERT �0, BENDED POCKET 6.178 (�---- -8.250-I----.-") 8260 1.000 262 ��613 .080 -•'( 2080 .100 7 r 082 �J i T .10�-_(� .$P9 1.435}i..-.q1� 1J113 s.881 •082 060 . .1100 �[e] 11 fiOTTOOMTRAIL ©FRAME Agp.pN ILL 13 COVER QP-HOOK ADAPTOR ©8 P-HOOK U3 TRACK" ®37RACKSILL 094 426 r---------•10.626--------�( 540 640 .2813.000- OBi r" E2076- 2.141-1 --TT 6.676--"--�f � �� Cn- '! OTb S ❑ ❑ ❑ 1J313 .100 .82 .5._.•p„_082 1'.-2.807-�-I� � 1.408 f .329 p �.....+.}+-A82 1.s61 .100 ❑ �9 KEEPEREB ®0 KEEPER ® REINFORCEMENT ®�CEMENT @,L,,PANELCUP ©REINFORCEMENT ®4TRACKK HEAD7JAM8 02 TRACK-SILL 2511 W... 1570 1'825 -. 1695 r+- 1.695 N-- - ,309� .126 20739 2$33 2.368 � ,78$ ADO P68 .070 407664.035 4279 -100.300 I 2.028�.( •312 22701i�4 iNTERtOR JA67B CtWER d20 F+-.182 .120 F+-,182 2291 .100 1.876 PRODUCT RENEWED _ ��11_ an com X2 wun Ow From. ®AND•S17LEOM ANDSTILC QREIH QRCS ENOM 40T, ©RMEIN�FO cR EM4ENT, @REINFO CASTRAGAIEMENT `�IN'TERLOCKADAPTER NDEOPOCKEr ®AD�LTER �ASTRAGALADDON�3 AND BOTTOMOCKIRAIL tTOP Otmt��.tod ,t�1290.0t REINFORCEMENT COMPOSITE STANDARD HEAW-0DTV D, REINFORCEMENT plmtlnn oatn0414/2021 -3.452 3.328 -9.345 f�OTES: minm „et ontrvl 1A72 A19 1)SEE SHEET 4 FOR .125 125 460 3.713 A90 SILL RISERS. 2178 .048 1.600 S,2 3.345 •� 070 BOB2)SEE SHEET A .300 1.170 229 ,g19 FOR SCREEN PARTS. 735'CORNER 43S SON S35•CORNER 135'CORNER 90•CORNER SO'CORNER 80°CORNER 3)ALL DIMENSIONS ASTRAGAL ®PASSIVE MOUNT ®ASTRAGAL CAP, OASTRAGALCAP, ®ASTRAGAL �ASTRAOAL CAP. ASTRAGAL CAP, WINCHES. tt llirrrrr EXTERIOR INTERIOR EXTERIOR INTERIOR titt,,t,T1Y LYNNIr��i 12(� .912 210 .262 },_'7t_ .173 �1((.��``'.ic»sF-•.t '•a .065 _ S VIWLSUDINGGLASS DOOR NOA(t.Mj 10/05115 `'t_ NM 58705 281 - 1.281 1.281 _ 1281 1,261 EXTRUSIONS J ROSOWSKt '-Ti -T} _ "-To•'•. 2s' �.�'�6 :X14, ®Ifl8" @ 7118^ @1-1116'� ®1-1118'r t3718. �� "�C•':F<ORtt31;.:''1'��� SQUARE BEAD BEVELED BE BEVELED READ OGEE BEAD OGEE READ C£RT.OFAUIH.129298 ('j 1070 TECHNOLOGY DRIVE 31 '' ;S�O(,1pG GN i` N.VENICE,FL 34275 r:r i l 1,tit (941}480.1800 SGD5670I NTS 180F 21 $ MD-5570.0 4 A.LYNNMiLE pj- PF.9NSN$ 1)INSTALL 23INSTALLCUP HEADER BLOCK TO HEAD JAMB TO HEAD 00, CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY INSTALL O ANCHOR PANEL JAMB& ONE BLOCK AT a HEADER p�o TYPE AS USED o BLOCK 41 IN INSTALLA710N, STILE SUBSTRATE,SEE EACH INTERLOCK. TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL p ONE BLOCKTHAT (3)#8 X 1b SMS / SPANS BOTH PANELS. I °0 i,SMS ' ' 1 1 00 , e d FIXED PANEL CLIP \. FIXED INSTALL ONE CUP AT THE t7 PANEL MIDSPAN OF EACH FIXED 05 X 2-1/4°SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #SXi° \ SMS \ (4)#10 xt BAR COVER XYSMS°B n REINF--BAR I-Ict 3X '14°SMS 1 KEEPER JAMB TO KEEPER TO JAMB P SILL ASSEMBLY \ o ATTACHMENT \\ ( LOCKING JAMB PRODUCT RENEWED ❑17 U...pt 12,with No Florid. REINFORCEMENT PLATE IIIJ�\fl a°wneb°ao ATTACH WITH 98 X1-1/4° 4-PANEL,2-TFACK E,E to Noa-N°. 157210.01 @34-10 MAX O.C. OxxX SHOWN p Fiptrau°n DO.0411412021 13Y auutcoutrm (4)#10X, 2°SMS INTERIOR w INTERLOCK CLIP COVER E-�4 NOTES XTERIOR IN TER \\` se RE FBIFM LPLATE)O DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. `tttu ultpr 0. #lox 3)SEE TABLSEE ES LN 182 FOR REINFO CEMENT REQUIREMENTS.11-16 FOR ANCHOR LOCATION&SPACING- .�aONY YN BOTTOM RAIL °�2-1lY SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#0,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. SUPPORT 11 it (2)#10 X t•SMSI VINYL SLIDING GLASS DOOR NOA(LM) 10!05!15 - N^•5070.5 - THROUGH SUPPORT,n �®tl INTO PANEL 8 x PANEL ACCESSORIES INSTALLATION i;J ROSOWSKI ;-0 �• •K_ntoASSEMBLY INTERLOCK SIL RETAINER 1-�rz°sMs ERS CLIP ATTACHMENT WELDED,NOASSALLPANELCORN EMBLY c¢RCOFauTKrx°x°4 m 'SS/CNAI•�;,`` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICH FL 3427OGY DRIVE (9 VENICE,FL 34276 ALYNN IIWLDL PE (841)480-180D SGD-5570 NTS a 190F21 99 MD•5570.0 �4 P,�sset°s BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ` s s a ❑� z! m 1 J a �' Ht W Its HOR12ONTAL SECTION HORIZONTAL SECTION EXAMPLE EXAMPLE i!a a1 Ip3 H! Jx at I t s a flf IDD t J 5 11 its It t a `' HORIZONTAL SECTION EXAMPLE �� fy !as HORIZPIS8CTIONEXW „x 1 .0 81 ,,202 1 n6 ,na s36 .876 r.— .876 ("� �.t350 !m SCREEN !m SCREEN !O SCREEN OXO 1.993 l.993 1.874 FRAME SIDE RaL. ASTRAGAL ` RAIL LATCH ADAPTER —•6^'--.062 � 062 L r+—A02 PRODUCT RENEWED O00X SCREEN tm BOXSCREEN foa BOXSCREEN rnmmapHtna w,th tao Flom. TOP RAO. BOTTOMRAIL SNE RAIL ,J„ 1.435 T^ Noa-Ito.Cad 151210.0f m ,786 782 I( ftpfrotlon oa10l4/2021 oa 1.020—^ r»— 1.683 tm +�D •062 e�ilamwaeo uet Ccotro !ns ��1.3730 Im SCREEN VINYL FRAME SILL x t e `9�^�• .065 3 ,m ASTRAGAL +m SCREEN o ,.872 1.031_ . +xt a < e ADAPTER ADD-ON IV .082 —�h--.372 tm SOCXREEN IW SCREEN IW.)., SCREEN - INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTIBUG FLAP ADAPTER ON tt i r it t EXAMPLE VERTIEXALPLE ION NOTES- i`�S�ONV LYNy amu! 1.31.343 [[�[yI'�'0n55"' "`I1.-0a7I+—08 i)ALL DIMENSIONS ININCHES. ?; t1G£ftsF'+.Fp ~}i .050 1'487 1.510 .7_j1�IS�-- �p VINYL SLIDING GLASS DOOR NOA(LM) 11110105115 N.50705 A60SCREEN DETAILS S JROSOWSKI f0a tai toa BOXSCREEN BOX SCREEN BOXSCAEENHEAD ADAPTER OASTRAGAL StLLAOD-0N OANRJAMBAOD-0N CEHT.0)WIN.JUMN 1070 TECHNOLOGY DRIVE ENIV N.VCE.FL 34276 N. E486.1800 SGD5570 NTS 20 OF 21 '1 MD-55M .� A.LTNIitI:u.�PE P EAa4 0a TABLE C: TABLE D:BOX SCREEN e Parti Description Materiel i Pdlt# Doarlpilon Material Y Part# Deecdpllon Material 1 19001 ZTmck HaNJamb R191d PVC 42 19036 S10Waor-(Z-V7) 65918Alum IUD 12268 Box Screan Top Rdl 6083T6A) 210002 2.7mck SN I Frdd PVC 43 19022A Sm Rkor-(3117) 6063TB Alum 101 12267 Box SaaM DOW Roll 6DO316 AI 3 19=6 3 d HwNJemb faald PVC 44 190234 510 Rise, 1115') 6083-TB Alum 102 77168 Box Screen Slde Roll 608375A1 4 10028 "aek 84 1 Frdd PVC 45 19024A SIO Mar." 6DB31BANrn. 103 64428 Box Semen 06378 Warlock 6AI 027 5 194-Tink HaWJemb M0dPVC 60 71BM9W .1Br x.320°Flatted(Sme) 104 17347A Box Semen Seepen Bug Flop W83784/ - 8 78028 4-Tmck S% I IWPVG 61 71NW 1.1t7 x T x 3141 Fla Sad Dual Ping 106 84345 Bac Stater OXO Aatm9al Adaptor 6031TB AI 7 18009 From Sww,Cawr f6ald PVC 62 71698 Met Plug 108 . 17349 Box Screen Aotragol Adepts 60&176 Al 8 19031 Anchor Pldel Al8083-TBum• 00 419041 Inledock(21p Carer PVC 107 19039 Box eeteen Frune SIR Addm OMTSAI B 18007 roa heed I 6083•TBAlm 81 78163X Tandem Roller AeeamMy 89 100 19038 Box Scr®n HeeNJamb Addan SMIDAI 10 Iemm ku+dak Cep;-Extended Pocket Muld PVC 62 7815M Tandem Rotor Aue* Nylon toe 720XIX #1420xVMS T Roll SS 11 18038 Betlom RdI Support 60B3THAlum 59 7WBFPTX 88 x 314 PR FH SMB @ Rallor&FINAL SS 110 720XI12X #1420 x 1-117 MS @ Saturn FMO SS 12 19M Outer Sa Carer 0063TBAlum. 64 419042 Fmmo Hoactr Black N Ion 4/7 777830 Wet .2!0"x.750'-Fla Seel 13 18011 6m Tmck Cam Riad PVC BS 48062 Rdlarn Hde Plug PVC 112 81806K Wk1A.78rx.60MQBug Flap 17 19032 0.Hook Adepler 606378 Ahm 68 44385 4Hda Bwnper Slop PVC 113 7SRAZ Standard Roller Nylon- IS , 79020 0.Hodr 6D83TBMum. 67 78X114FPTX IAB x 1-t/4 Ph.FH BMS @9mm�per Slop BE 114 78PAX HDRoBer SS 19 19047M Exleaded Keeper 808318A1um fig 71ma SUI PM9 PVC 115 wtm 3cnxm tachMy Hardvva 6leal p 79M Keeper I e TBAI= 68 7818W( Oerdnt Mo11ae lack whong Tdm plate Stettgss it B 419053 Screen Keeper pled 21 18014 Rekrforeemeot Bar Corer Wald PVC 70 71032XIFPFX 10.92x11PILFHMS®Leak 69 117 7MPPA m.11 Ph.PH sms Steal 22 19030 RaInforcamanl Bar 600MAlurn, 71 .dn Hmaa KB Cattl 7mc 710 1897/3!4 SpUrm-.f60'8.70Y VuwF 23 WOMM RxeciProalgl 8083.76 Alum. 72 19054 leaded Radnor CO Nylon 119 1B18C70 Semen Doth me 24 IN= Reinforcement Plate 6063TOAIum 76 Kammedio 480 TPS Spoeer Syetom Seo Shad TABLE E STANDARD SCREEN 26 1D017M Top Rag,Balani Rall end laekoOlo 6006.76A1um. 76 Ovanex Super Spew NO•w3h Hot Malt Butyl 101" i Partly Deaoriptim Malarial 28 18048 �Rdntarcemanl cumlxelle 77 Burnet Damsel Matedde 27 19olem Weock.300 FMN6reamxnt,Sld 6M&'F6M m 78 Cardrml N.Edgo Spttcar 120 120 Screen Fmme 608976 AI 28 19DJ M kledack.400 Relnforcereent,HD M-76Alum 79 Dov Cando 985or0E•7W0 Backbaddng Smwne 121 12026A Screen France-Side Roll(lxtch) S003T5AI 29 19019M Aebagel ReMkxcammt 600STLAlum 00 19080 7118'6aam Bead !Odd PVC 171 17333 S.ram OMAetre9d Adapt" 60637 AAl 30 10083 Edanded Packet Imelock Abpin S083TSAlum S7 7118"Seuded Bud RFdd PVC 123 4853K Sarean Vk0l Ashe9efAdepter !add PVC 31 19DDS Interlock Adapter ftld PVC 82 19044 1-1110'Bwdod Beed Odd PVC 124 100120 Fmmo Sm Soman Adrian ef7DAI 32 ISM Aelmgel Adrian Wad PVC 83 19046 1.1116"Ogee Bead Ridd PVC 125 SFP85K Bug Hep as H-6 dura. Vk01 33 18004 Penal 8mm,R Bolan Rail RI9W PVC 64 18018 7.3115'0 Beod Rldd PVC 728 78X112P9A73 Ye x 1-1/C Ph.PH SMS(AeaemNy) 93 34 IWO bled—kamb Caen 808378A1um 85 71726K Setting Block 112"x4x1118',65+1.6 due Neoprene 121 712027 Come Key Wheel AeeemNy t--) twfon 35 18078 1SY C=V'Aatregel 60B31BAlum. 60 71726K sett 8fockl"x4"xlfl 115+1.6dum N 128 MOMS ComarKey Vdheel A—mbly M) 99 98 19077 735'CTxnerAdmpI PaaehsMdud 8083.78 Alum 90 781PM Ila x VPI,PH SMS @ Fmm.Aeaembly SS 120 vedea Semen tacklro Iterdm ue Stud 37 78078 195'CornorA4Vagai Cap-ExR Wdd PVC 01 78X114FOiPT4,.X 98x 7.114 PR PH SMS @ftotnt Bar 96 130 710Xf4PP3DAX #lox 314 Pn PH 8016 @3creen Ael 6S 38 18038 13Y ComarAtthegai Cap-int EjW-FVC 92 710XiPHPT188X 910 x 1"Pit P SMS @ Rall Support SS 131 78102PPSM3X 48 x 717 Ph.PH SMS®DocrAd. SS 39 19078 9V Comer AeBegd 608378AIm 83 710X115PPX 910x 7.7/2'Fr PHSM9 Find PAL flip S8 192 i69?1314 soman BpNre-.14Y Vkryi 40 18881 90"CanarAatmgel Cep-ExL RI9Fd PVC 04 710)26PHPTIB•BX 910 x 2-V2 Ph.PH SMS @ Rold PlddAeL B9 133 1818(x0 Screen Cloth Flbogteett 41 1 18082 80'Cann Atttm9el Co •int Riad PVC 95 7142DX2.26FPFX 412x 2-114 Ph.PH SMB @ Har.Block &9 96 710M.76PPX 910 x I-T4 PR FH SMS @ Keeper SS 97 71DXJ4PPX i10 x 314 Ph.PH SMS EtL MI.let. BS PRODUCTy �wBlxNh tee n�ciaa 1�a11c7 LYNN 1111'i ea�Ae9laM OtiI L.....�fgy NOA•Nw 15:1210.01 use �:''`1cE '-•;Ep rxprrn0onb 04114/2021 - _ He.50705 • LYt VINYL SLIDING GLASS DOOR NOA(LM) 10105/76 M1Am rraaaal eon7ror /; _ E PARTS LIST JROSOWSKI 8 �•o Ltd(SIG" W, t =-)3 ' SrATE :\ C9TiT,OFAViN.12029a @ �� �', '�'•FLORIOS;.'U,\��. NOTES: 1070 TECHNOLOGY DRIVES I)ITEMS#7448,46-08,5359,73,14 6 87.89,98 6 99 ARE NOT USED AND N.VENICE,FL 34276 qq A.rYNN Niu9AP.E. ARE NOT PART OF THIS APPROVAL. (941}480.1800 SGO5570 NTS 21 OF 2t 6� MD-5570.0 4 RES WM M®MSE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BO�RD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" www.miamidade.Eovkconomy 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 Ha4ing Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control SecPon(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to Dave 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 resgrves 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. Thi 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 115500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony LyIn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise not�d herein. I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no hange in the applicable building code negatively affecting the performance of this product. T1 RMINATION 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 ry 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 dis"ayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.05 MIAMMADE COUNTY Expiration Date: July 30,2020 71Ot15 Approval Date: July 30,2015 Page 1 PGfr Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11115/14,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21114,signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel e ez,P.E. Product Contr xaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (cowwum) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No..12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FEC-2010 and FBC-511 Edition (2014),dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. MauueI er z,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE EXAMPLE FOR 28.UW MAX.O.C.// 21-SW �~ ANCHORAGE F)41MIPLE DESIGN PRESSURE RATING IMPACT RAING RADIUSTOP 64•MAXBUCKWIDTH MAX.O.C. FORARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADEREM MESROM 30' 17MAX. / HEADER (SM.FOOW R� LEVEL.SEE SHEETS6-7 IMPACTRESISTANT FOR LL ME SEAM WINDOW TYPES) pd!�� B,SEE' ~)MAX.O.C. `` SREET3 / /_FROM 62-,IW MAX BUQ(WIDTH r A,SEE 17 MAK / ippMAE BEAM SEESHEETS �1 D,STYE�__ BEE I j1 SHEET3�— 30'MA%jOD._~��-tY MAK slff.Ei3i �FIXEO VISB7LE J_ � 5�f4 LIGHT WIDTH I B.SEE 30*MAX. c. Ir MAX Q,bEEF A,SEE � 12•MAX I I SHEETS SLIEET4 : 3 1I FIXED _ EQUALLY I� EQUALLY hGl� 1]-7/0'MAX O.C. SHEETS I / 17� 11-7(e•MAX D.C. ANCHORS SPACED I -J— CHORSTABLESPER HEIGHT I EQUALLY/ 17-718'MAX O.G ANCIIORBPFJt I 81.76' sPACm) BUICK TABLES PII Q MAX I �— MAX ANCHORS PER)` Q I / g4• BUCK TABLES PTI MAX Q I HEIGHT _i_ HEIGHT X 10 Q.Q. , x I f0 D.Q. )( I 4 ,D•MAK{O.G. HBEIGHT x 4 CK A(SHOWN 076 1 7f Lf �J_ MAX) EQUALLY I ,3314MAK D.C. EQUALLY ED I SASH 13.Y4'MAX.D.C. EQUALLY I / .O.F SPACED _)'_ RSPER VISIBLE _ y SPACED ANCHORS PER ( / ANCHORS PER ( / LIGHT ANCHORS TABIESP11 / .A I TABLESPit HEIGHT A 1 TABLESO-11 .&11X?MA -�-- 6/13Il WJL .P1T!'MAX NO ANCHORSATSLL NOANCNORSAT6&L _J ANCHORSATSLLL B�—J �SFF301 WEER \' SEE SLLL WEER B 3EES&LWEEP- D�- NOTCH WEE0. NOTCH DETADS, SASH VISIBLE NOTCH DETA85, 64'MAX BUCK WIDTH NOTCH OLTAYS NOTCH DETALS. SHEETS LIGHTWIO7H SHEETS SHEETS $NEEf4 ION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATSHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LRE CONFIGURATION SHOWN WITH ORIEUPROVIEW TYP. CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 741 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 H-1 RESISTANT SINGLE HUNG WINDOW ,)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYWITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITYHURRICANE20NE(HVH4 2)SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS WSTALLATIONSABOVE 30'IN THE HVH;THE OUTBOARD LITE(CAP)MUSTTEMPERED. 3)FOR MASONRYAPPLICATIONS IN MIWI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTMCDD GENERAL NOTES......._._._.__I CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATIXiS_._____-_t 4)ALL WOOD BUCKS LESSTHA l.10��jJ�17HICKAHE TO BE CONSIDERED I%INSTALLATION3.1%WOOD BUCKS ARE OPTIONAL IF UNIT IS NSTAI I m DIRECTLY TO SUBSTRATE WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2XARE 1-1?THICK GR GREATER IX AND 7X BUCKS MIEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN OPTIONS__.-.__.___2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 6)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGIBOX_.__3 SHOULDBE SEALED.OVERALL SEALDNGIRASHING STRATEGYFOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYONDTHE SCOPE OF THESE INSTRUCTIONS INSTALLATION,INTEGRALFIN 6)114•MAX SHIMS ARE REQUIRED ATEACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J CHANNEL__._..._4 7)DESIGN PRESSURES: I GLAZING DETAILS--_ _5 ANEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTWGAND GLASS PER ASTM E13D0. DESIGN PRESSURES-_6.7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLETESTING AND GLASS PERASTM E1300. ANCHOR QUANMES--B-10 8)THE ANCHORAGEMENIODSSHDIWNN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURETHE 33113%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES—it THE DESIGNOFTHIS PRODUCT%El1.6 LOAD DURATION FACTORWAS USED FOR THE EVALUATION OF ANCHORS INTOWOOD.ANCHORSTRATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST—2-13 SHALL MEE7THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE B)METAL SUBSTRATE TO=MN.STRENGTH ANDTHICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE RENEWED BYTHE AUTHORITY HAVINOJURISDICTION. •PNanila rompfyler aNM Is. 10)REFERENCES:TEST REPORTS FTL,,7964&7868.ELCO ULTR/CION NOA ELCO CRETEFLE%NOA:ELCOAGGR"ATOR NO04 ROYALWINDOWAND DOOR PROFILES.LTD WHITE&BRONZE&IGHTERSHADES OF Ftdd' o vgC CAP COATED PVC EXTRUSION NQAS;NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCINK ANSUAF&PANDS&ALUMINUM DESIGN Date_ 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICVLL. `�\AH LYNN 4f/(�]P�� Rmlwa eF 0ulo: R,wwm moan S7 \. . Mum/ PmEu� USER INSTRUCTIONS: •':F'P D 1)DETERMINETiE SITE SPECIFIC,WI DOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ��' '•.'H� ReHaM BT- Gals RAHg�A• 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS •' N0.58705 3)KNOWING YOUR GLAZING OPTION 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOURWNDOWS DESIGN _ ® Ova�Mbn: Gana Bl PRESSURE FROM TABLES 44L IT MUST EQUAL OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT FORTHEWINDOW GENERAL NOTES SI ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP I. -•O 1,- �S-;'LU` 4)DETERMINETHE ANCHOR QUANTITY FROM TABLES PI I.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR %� S TE f j 1070 TECHNOLOGY DRIVE nna: Boli YOUR OPENINGSCON13MONFROMIIrBLES2OR3,ANOTHATALLIAN.REWIREMENTS FROM THIS SHEETSETAREMET. '•�l`C'.•FLOR\OP,:`G,� N.VEMCE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)NSTALLAS PER SHEET 3FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRALFIN INSTALLATION. (941) O_���r,S/C)NA1.�� smru/Meaee spa« sn..c aan�P Na. Rn: INTEGRAL FIN PRESSURE OR EQUALL�EGlBO%}TING DNATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J�.IIWNEI.,FLANGE, N(LIyHN M@L1F�,P.E CFRr.OF auTH./222B6 SH-5500 NTS 1 OF 13 MD-SH5500-01 P.En 66T05 TABLE/:ALLOWABLE GLASS TYPES Glar. Dadgn Prasom Frame Glass Frame Frame Typo Desadptlon(Udetl ham Extadar to lntadar) Taala/ 8hesttl Types Options Con3ga Shepda Installation Options matmry be used 5 71W Laminated LG.:110'A Exterior Cep+7118'Kr Spne+9I6'LaMrolad;(2)Ulm of 110'A Gless with.090'PVB InUtleyer 4,5 6 Imo Flp B) Lae!Table 1) (sea Flg A) (eoe FIB C) 0 7I8'1aMneled 1.G.:1/0'TExtedorCop+7/10'AlrSpscea 6ltb'LoMriatad;(2)Lfias ofl/B'AGIesa MIh.09D'PVB lydsdayar 46 6 ..-Info 2XVVwd RemelBuckstrip-sheet 3,option 7 7/8'LsmWted LG_3/18'AExterior Cap+378'All Saw.-6f10'L-flestd;R)Utas of 10 A Olson xith.OBP PV13 tatedoyer 4,6 6 Flaps Equallite, SqusrrlRecl.,Thmuph W Imre..-Into C-MeiCMU-shoot 3,option 5-16 OridlProMet Amh-Topa ofthewwas' Ihmugh l%Ouskstrip Into ControlefCMU-Sheet 3,optima B 7B'LaMnerM I.G_3At6'TExtodorCap+9B'AlrOpan+6/18'Lemineled;(2)Utea oft/B'A Glaser xiN.080'PVB 6tladsYer 4,6 6 BCotlepa Rodus Tap B 7/6'Lamineted I.G.:170`A Exterior Cop+7/18'Ah Space+916'Laminated;(2)Utes of 118'H Glen W,th.090'SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/B'Lammeted I.G_118`T Eatod.,Cap+WHY AirSpne+5110'Laminated;(2)Ursa of 1/8'H Close wUh ABR SO Inte foyer 7 7 ...Into 2X Wood Freadfl cketdp-sheet 3,opr-wn 1 11 71W Laminated I.G.:3/1('A Exterior Cap+318'Alr Spx +916'Lemeuled;R)Ulm of 7/8'H Glass wlth.09R SG Wsdeyer 7 7 �/ ��F' Sq���Through The Game...Nlo CorlaetelCidU-eheel3,option 2 Eq(94) 5-70 OAdlole ew Aa m_TO oflhswle,10W..-•-..-ugh 1XGuckstrip Into ConerereMMU-street 3,option3 12 718'LemNatW LO_3116'TExieriorCeD r 316'A1rSpaw+918'IaMnted:(2)Utas oI11B'H Ghsawdih.IBR 00In1edayer 7 7 (e4j 8 Collage ltadn Top 13 718'Laminated I.0.:118'A Fatedor Cep+5/16'Alr Spsce a 7/18'Lsmtnled;(2)Utas 013116'A Alm wirh.OBR SG Wedayor B 7 ..-into Metal-sheel 3,option 4 11 778'Lemlmdted l.0.:178'T EaledarCep+5116'AlrSpne+711W Laminated:(2)Ules of3llR A Gass with.090'SO Inledayer 8 1 7 Through the ...NIn 2XWood FramdBucksMp-sheat 4,optim5 15 7/B'Lemimled LG_ane'A EatsdmCap+TIC Air space+711G laminated:R)Utes of 916'A Glen YAM.096'SG Inredey.r 7 7 JChnnd Equa14)te. Squam/Rnt.,Integral In..... ....Into Metal-.hest 4,option 7 18 7B'Lamtrotod LG.:3116'TExledorCap+1/4'A'wSpace+7/16'1aMnstad; Utmof3118'A Gan wdh.09R SG Ude 0 5-0 O&Colegew Arch-TopA Th Na trans ,.Into 2XWood FramdBuckst (2) rioyer 7 7 01 8 College Rada Top mddr rip-shag 4,option B TABLE 2:ALLOWABLE ANCHORS TNROUGH7HE FRAME GLASS TYPES 5,7,8,11,13 71ouMme-------info Metal-sheet4,Buoption B d 15 MAY NOT BE USED IN E Through Ura ..-Irate 2X Wood Fane/BuckaMp-sheet 4,option 5 MITI.Edge MITI. eYPrWe, SquaralRat,0dagrel in...... Group Anchor Substrate THE HMI2ABOVE 36'. InIegM Fl. 5-8 OtlellProdew Amh•TopO ....info 2XWod Fmme/BUwr7 Distance Embedment' • (43) 71rrolptr the Dare•••into 2XWaod FmmelBueksirip-aheal4,opUonO 6 0""P Radius Top a10 SMS P.T.Sou Pine(0=6.55) 18' 131' o(Nawtndow......,--Into Metes-sheet 0.aptien 8 Steel,A36' 3AB' 0.050' (areal, S.S. B3THREADS 'A'=ANNEALED W 410 0S.S.S.) Steel Stud,A853 Gr.33• 318' 0.0951'(18 Ga.) BEYONDEYOND THE METAL FIGURER FRAME GONFIGURATIONS FIGURE IL'FRAME TYPES N=HEA75TRENGTNFNED A Almninurn,6063-IW 318' 0.050' SUBSTRATE.FOR T=TEMPERED P.T.Soulhem Pine(SG=0.55) 7116' 1.378• STEEL STUDS, 'PVe'=.OIW BUTACREMIN ®PVB 3116*Steel Ultracon I Concrele(min.285ksp 1• 1-3/6' MIN.FY=33 KSI.8 BY KVRARAV AMERICA INC. Ufpmuted CMU.(ASTM C90) 2-1/Y 1-114' 2 0 4 B 'SG'=.096'SENTRYGLASG P.T.Southern Fine(SG=0.55) 9116' 1-w -UNGROUTED CMU' INTERLAYER BY KURARAY a12 SMS VALUES MAY BE BOXOR AMERICA.INC. B (steel,188 S.S. Steel,A36' 316' 0.050' USED FOR GROUTED BY FLANGE EQUAL- _ of 410 S.S.) Steel Stud,A653 Gr.331 3AB° 0.0451-(18 Ga.) CMU APPLICATIONS LEG PVD PLEA eE SG INTAQLURER MAY AIW11010I1,6063-75• 318• 0.063' EQUALiffE ORIEL COTTAGE 1/4'steel Ullta= Concrete(LNR 255 ksi) 1' 1.914' INRARAYAMERmA,INC. C Ulplouted CMU,(ASTM GSD) 2.112' 14/4' FIGURE C:FRAME SHAPES 1/4'steel Creteeex I Concrete(min.3.35 l) 1' I4' --►IBUCKWIDTH -T+{BUCXWIDTNI+--{BUCKWpTH� 114'!feel Ultmcon I Concrete(min.285 ksi) 2-1/2' 1.v'r T i'- _, T f l 1/4•steel Ultracon P.T.Southem PNa(SG=0.55) 1' 13/8• � �j �/ -� �j 1 a 3 1/4`steel Creteffex I Concrete Mn.3.35 ksl 2-112' 1314' y/ fy� T D 1/4'steel Crelelta Ungmuled CMU,(ASTM C90) 2-11Y 1-1/4' w _ TM m _ _ T� ,FCHANNEL INTEGRAL. P.T.Southem POW(SG=0.65) 1' 1316' a 1/4'steel Aggre-Gator I Concrale(min.3.276 kaq 1-112' 13/8' m 1j w i 1/4'steel Aggre-Gator P.T.Southern Pine SG=O. 1` 8' 1 1 Y 1 1 1 Grouted CMU,ASTM Com) Y Y RECTANGULAR RADIUS-TOP ARCI4TOP LE 3:ALLOWABLE ANCNOTMR GH THE RN WINDOW SHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY mred sr caaWiox.ks rb TABRSds C BE USED BY INSCRIBING THE SHAPE INABI.00KAND OBTAINING Fred Group Anchor Substrate Min.Edge MIn. BESIGN PRESSURES AND ANCHORAGE FOR THATBLOCK SIZE FROM pate Distance Embodment' THE TABLES ON SHEE7S 810. 11 11 E 2-117 X.131'Commen Nall P.T.Southern Fine(SG=.55) 318' 2.7/18' ``�ON,I•LYNN A!//�� 7 R°ta°d W. Dora Re,stom 2-1/7 Ring4haNl Racing Nog P.T.Southem Pin!(SG-.55) 318' 2-7116' ;1S••�iCENSS ^'x a a10 Trleahnd SMS P.T.Sadterrl Pian(SG=.55) 112' 13f6' QS •'• J RMaad eAs Det- R.W- U Aluminum,8063.75• 31W 0050' No-58705 (.Iasi,188 S.S. Steel Stud,Gr.33• are, 0.0451'(1BGa.) - : •:�_ HUTBeadpuon: �++0f a 410 S.B.) F Steel.AW 310' 0.050' 'MI _ :C(r -1 15 :w- GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 7HREADSBEYONO 'b••. 1 v �, P.T.Southern Fine(SG--.65) 8116' 1318' THE METAL 'p SL TE F •2 1070 7ECHNOLOOY DRNE TRN: oaea a12 SMS Aluminum ITh. 310' O.OB3' SUBSTRATE.FOR '��,C,''•.-FLOR1aP'��2 N.VEINE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel.or 41088.S.) Slod Sled,Gr.39• 3!B' 0.050- MNEL STUDS.Fu SKSIB 'rrrics,srl,O'N�A'�� `a (841)-480-1600 Steel,A30' 318' O.OSR MIN.Fy=3S KSI. A.iTlLYM�urt P.E She�o S.vfa �°'p arvabp Na Ras p E168m5 CERT.OF AUm./29296 SH-5500 NTS 2 OF 13 MD -01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX OPTION 1 DIRECTLY INTO CONCRETEDMU. BUCKSTRIP INTO CONCRETECMU. EDGE DISTANCE SEE NOTE 2.7HIS SHEET. EMBEDMENT ANCHORED THROUGH FRAME INT02XWO ID EMBEDMENT I..-.114*MAX SHIM FRAME OR BUCICSTRIP. T I 16 114'MA%SHBA—�I I+-- SEE NOTE2,THISSHEET. EMBEDMENT } 10V)SV0Tf1 I� 17 I EDGE FLANGE FRAME 1 y EDGE I DISTANCE SHOWN _L_1 DISTANCE 44 BALANCE ❑�114•MA7( TYPE VARIES - TYP.ANCHOR SHIM TYP.ANCHORTYPE, 42 WITH SASH TYPE,_ 2 TYP.ANCHOR TYPE. EMBEDMEN EDGE ^ WEIGHT 54 30 ANDEMSEEDGE EMBEDMENTAND EDGE DISTANCE PER L, 31 DISTANCE PER �^ DISTANCEPERSUBSTRATE, SUBSTMTE D' ... EDGE SUBSTRATE. IIIu�II SEETABLE 2,SHEET 2. SEE TABLE 2,SHEET2 PRIOR '-DISTANCE SEETABLE2, 18 B7 SHEET2. �— ••.••:- FIXED WBIBLE 4 - FIXED 18 ZO�OPT.SASH TOP FLANGE '1 LIGHT WIDTH EQUAL VISIBLE UFT RAIL FRAME 12 _ILEGJBOX HEIGHT 1 I FOR ALL WINDOWS: NOTES: SHOWN 1 BUCK WIDTH FRAME OWN t 49 I 4B FRROOME°NRD®um T 1)USEONLY HORIZONTAL SECTION A-A 21 CENTER. SUBSTRATE-APPROPRIATE 22 FORWNDOWS ANCHORSUSTED ON TABLE2. 72 OVERIVWIDE: SHEET2.FOLLOW EMBEDMENTAND DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMRTEEL FRAMING ORSTEEL STUD. 0 ADD ADDRIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2.SHEET 2. 45 46 47 SCREWS®IS-3B• INSTALLATION OPTIGNSHOWNMAY 14 35 FROM END. BE USED ON ANYSDE OFTHE a FORWINDOWSWTTH WINDOW. 114*MAX BUCK 50 O 10 BOTTOM O LOCKSL 2)MASONRYANCHORSMAYBE SHIM #I0OR/t2STEEL )MX. HEIGHT SCREWS®5318' USED INTO WOOD AS PERTABLE 2, SELF-DRILLING( r SHIM 85 30 • FROM ENO. SHEET 2.ALL WOOD BUCKS LESS THANIAWTHICKTOBE TABLE Q� SASH CONSIDERED IX INSTALLATIONS.IX SHEET2. D EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-lirTHICK OPT. BB IB USE EITHER ORGREATER 1X J— SS LATCH OR WHEN USED)SHALL BE DESIGNED (2)1' Bt 31 30 04 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE Q: EQUAL INTERIOR TESTED UNIT THE DESIGN NDINST WOOD BUCK FRAME LFRAME WEEP LOCARON:fr518' RAWSTALLATIONGINEE SHOWN FHAME NOTCHES AT Sp FROM SASH END. RESPONSIBRITV OFTHE ENGINEER �o SHOWN EACH END. ORARCIIITECT OF RECORD. EXTERIOR B BB 3)MSIBLELIGHTWIDTHORKEIGHT INSTALLATION �1 INSTALLATION 87 (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION OPENING)IS MEASURED FROM 4P,—d m—pf)ivg dlE U. EQUAL-LEG/BOX V4'MAXSHIM BEADINGTO BEADING. ANCHORED THROUGH ANCHORED METAL "'FRAME SHOWN 1/111111 FRAME INTO METAL D - R4yyox Gee �a.2rxin �WEEPHOLE - NOANORS V}?:=LICTNSS•..t`p Q�}y� WCOVER® •.''•, •.: REQUIREDIN VISIBLELIGHTfORMULAS ;14;= _ Rmrmer Dins IteHa(4n: /I. 20r FROMO PLAN EOR - No.50705 _ V 4E0 EACH END. EGUALWIDTH FRAME SILLS ®BASK BUCK WIDTH '-D: a°'^S� @FIXEDLDE:BUCKWDTH-4-310' p: � �S -lu FLANGE&EQUAL-LEGBOX FRAMES J ROSOWSKI HEIGHT(EQUAL-UNE) 1070 TECHNOLOGY DRIVE rill. pale VERTICAL SECTION B-B BUCK HEIGHTJ2-3.15X0 ';°s' �O 10P''G��. N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 S O11NA,I1.1��• (941)-480-1500 A LYIIIII11t)IER,P.E. Sarha/ao4ak RNs SkeeS DrmGq lW Rm. FEJ 58105 CRT.OF AUTH.029296 SH-5500 NTS 1 3 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FM INSTALLATION OPTION EMBEDMENT WDODFRAMEORBUCKSTRIP.SEE INTO 2XW'OODFRAME OR Iw EDOEDISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE2,THISSHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEEP. FIN INTO 2X W00D FRAME OR O1/4'MAX SHLM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 7N•MAX SWM SHEET. TYP.ANCHORTYPE, SASH WSIBLE 17 •-CHANNEL EMBEDMENTAND EDGE 18 UGNTWwIH FRAME 1 DISTANCE PER SUBSTRATE, �I SHOWN .L SEE TABLE 2•SHEET 2. (SCREW SHOWN) 44 BALANCE EMBEDMENT o T TYPE VARIES 1/ANCHOR TY 42 WITH SASH e ETyp.MBED ANCHOR D E, EDGE WEIGHT 3D EMBEDMENT AND EDGE DISTANCE 31 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET? 18 (NAIL SHOWN) EXTERIOR 67 TYRANCHORTYPE, -T- INTEGRAL EMBEDMENTAND EDGE } 19 ,I1 FlXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASHTOP LIGHTWIDTH FRAME SEE TABLE 3,SHEET2. VISIBLE LIFT RAI( F�RAME"r 1 SHOWN (NAILSHOWN) LIGHT HEIGHT I FORALLWWDOWS: NOTES: SHOWN ( 1 ANCHOR W 3BUCK WIO7H l_- I 49 48 .65 FROM END AND AT 1) USE ONLY HORIZONTAL SECTION C-C 0 O I 21 CENTER SUBSTRATE.WROPRIATE 22 FORWINDOVS AN HORS LISTED ONTA13LES 283 72 OVER38'WIDE: OFSHEET 2.FOLLOW EMBEDMENT 110, . DAD E APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEELFRANNG OR STEEL SKID. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS ANY MAY ib 45 48 47 SCREWS®18318' INSTALLATION OPTION SHOWN MAY SHIM I MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES28 3.SHEET2. 11 35 FROM END. BE USED ON ANYSmE OFTHE BUCK o OI 0 FOR WINDOWS WITH WINDOW. 16 BOTTOM LOCKS: NIS OR$12 STEEL 114 MAY HEIGHT 60 AOD ADORIONAL 2)MASONRY ANCHORS MAY BE SELFDRLLUNG SHIM SCREWS®8-W USED INTO WOOD AS PER TABLE 2. SUS(G SEE 85 SHEET 2.ALL WOOD BUCKS LESS FROM END. DITASHES2a3. p� THAN 1-12'THICK ARE TO BE SHEET2 U EXTERIOR VISIBLE CONSIDEREDIXSTALLATIONS /T-� LIGHT 7X WOOD BUCKS ARE OPTIONAL IF \r HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 OR BOTTOM DEPICTED AS 2X ARE 1-1?THICK OPT. 88 OR GREATER.7X ( AND 2X BUCKS �l LOCKSHEET3). L� u (2)1' 61 85 83 TESTED UNIT (WHEN USED)SHALLBE DESIGNED FlN ANDIOR '30 TO PROPERLY TRANSFER LOADS FLANGE REMOVED LOCATION:BSIB" WEE, 1 FROM SASH EN O. TO THE STRUCTURE WOOD BUCK INFIHD NOTCHES AT DESIGN AND INSTALLATION IS THE 80 RES PONSIBILITYOFTHEENGINEER INTEGRAL FIN EACH ' NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN Clo 0 REDUTAED W FRAME 7 SILLSWANCHOWNG 3)VISIBLE UGHTWIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED 70 AS DAYLIGHT OPTION 7 OPTION 8 OPENING)IS MEASURED FROM APP°e [gym d plyl 114'MAX ANCHOREOTHROUGH ANCHORED THROUGH FRAME INTO METAL INTEGRAL FIN BEADING TO BEADING. ° FRAME SHOWN SHIM 11111111111IIII INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Dale WEEP Ravk°4 BY: De. ReW(on: NOAO WfCOVFA�2BT o �\`�~?Ot 1,lCENS 41/(� 38F.p moi` OTamID eLYodarl FROM EACH NO. _ - o VISIBLE LIGHT FORMULAS s4;' N..5B7D5 •'•;�= ROK9a0�' 0e1� Rmarom EMBEDMENTAND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTIiATE, _L ®SASH:BUCK WIDTH-812' SEETABLE3,SHEET2 �)EMBEDMENT 0FDffDLRE:BUCKWIDTH-4alB' %� O oT mow; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ,O,(1'•, ILEIGNTTEOUAI.LTI'E) �('•:FLONIOP.•'�\�� 7070 TECIBiGLODY DINE Tith: WW Arv)cN1loonialoOLIcN71010N 5INTEGRAL IN VERTICAL SECTION D-D BUCK HEIGHi2-316118' %.SSipNAL ' "'(941)-48D-16000 5 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO 2XWOOD FRAME OR BUCK- If 111SM°s/Yadd: sc°b: l" pouq Nu R°e STRIP.SEE NOTE 2,THIS SHEET. A'L�� PP cEAf.OF AURI./28296 SH-5500 NTS 4OF 13 MD-SH5500-01 7I0'NON. --►{ 7/8'NDM —�{ 71W K Mr CIA WT NOM 5/16"aA PVB 5/1WMA PVB 5/16'aA PVB I 5/16'aA PVB I I 5/16'HM SG 7/16"aR SPACE 7/16'AIR SPACE 318"AIR SPACE 318'AIR SPACE 7116"aR SPACE 118"A GLASS 118'T GLASS 3116"A GLASS 3116'T GLASS 118"A GLASS < 38UEEOOR aEDUEMM0R aEXTERIOR a43(TEHICR GJOGEMOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 6 GLASS TYPE 9 NN7/B'NOM --�{ 718'NOAL 5116"HIHSG I I 5116"H/HSG I 5A6"HIHSG I 7/16'aASG I 7/16'aA SG 7/16'aR SPACE 318'aR SPACE 318"AIR SPACE 5116'AIR SPACE 5116"AIR SPACE 118'T GLASS 3/16'A GLASS 3116'T GLASS 1/8"A GLASS 118"T GLASS ]EXTERIOR aEXTERIOR aEXTERIOR aSXGMRIOR < E:ipa IOR i DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER x CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOM Imo— 71WNOM. 7/16-AASG I n16"aA SG 7MNOMOdASS ' 114"AIRSPACE 1/4"AIRSPACE BITTYP. 3/16'AGLASS76 OR&H 76 GT 3116°T GLASS WRH 1CHANNEL OR 72 74 •INTEGRAL FIN FRAMES aEXTERIOR aE%TERIOR GLASSTYPES5.7.9,11.73 DURASEAL, DURASEAL, 31 'ate MAVNOTSEUSED IN SUPERSPACER OR SUPERSPACEROR ExiERIOR 76 THE NYNZ HeovE 30. CARDINAL SPACER CARDINAL SPACER 4Ppm.eunmmPlNvc•u�m• C� GLASS TYPE 15 GLASS TYPE 16 E1wM. m mec a 38 30 711 I N 11 a4eou ,,7 Hy LYNN,y( �i RavuoO Br' ovtc Ramrwr. fA D .Pmdvrt T-T�1(] `�a��:'�7CENSF•'•.Fp�% 15y `�"f � e.'• •'.l't ReWM BY• OWo: ReHa4h: ic. N.,58705 "•' .• .. .. GLAZING NOTES A' _ =ANNEALED / ® DeacrtAVON 0msn W.EYP.GLAZING DETAIL !I=HEArsTRENGTHENE�oBAMERICA. GLAZING DETAILS J ROSOWSKI 'PVB` &G=.090'SENTRAPYGLAS BY KURARAY AM RER 'ROR10P.:' 1070 TECHNOLOGY DRIVE ru. Oat. INC.WC. NAL N. C(pVENIF 7 75 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 MI FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I.SHEET 2. II!/1 1� Setlm/EfoCeC SM> 9naE parinp Na Rer. ALJELSIIALER TS PE CERT OF AM /39296 SH-5500 NTS 5 OF 13 MDSH5500-01 PED NI TABLE4: TABLE 5: T BLE 6: OLiT1t. Dulgn Pme4om.b0A1 av attD. oio®We owanPmeu lba? Ol.clyia D-III.P.—m.b4111 a v.T•R b144.11 tr`^D°' n.�ml a ae•4 N-50.0 W 4ReRm IDse� szlE •851Dl-70D bNA t•nl EOYD. I.W .mD -AD .m0 •m0 bealrll 121 FOI.ByNOs•..sbeh.. aw•alm4 1.R•�ero .mD -10A .m0 -RIG RI iarYMtlrmw•nB.B:n SEE TABLE 9.SHEET B FOR xe EDma Ram-I.re •mD -TBD .eeA -AC SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANDTY. d.wwRoa fIm-Itw •mo •Re .mo .%D ANCHOR GROUP AND QUANTITY. nev-maeD .mD am .mB -Ro aDd.eDmq. Aam-wale .mA -mD •mn •R.D aaw Eo•IR• van-Amr .mo -An rou. -mo 0 61cY•H°In 14R•Ra11 •m0 -Rm .m0 -RD BBob1 nail-1. AD •6D -mD hM1•1 nam.D.� .6. .ma . .tm Oma.. a4n•ra12 •mA DOA .mD .mD HEADERM BlamaiaOA. >un•me1 •mo -AA .m0 ->m HEADER FgdE. RSR•wSIR .e10 -RD .BS➢ -RIG FWtlnO Reba LIAR-wbre •060 ->m •m0 AO 23 mannan Hsn-nam .mD AD •mD AO � marl ILBR-8616 .D. DOD •mA -AO T.SY ]lam-mill •BSO AO rmA •Ta0 0 I tD�NG1p A6R-mbet •mo A.D •Bt0 i0D O MEETING WVL m�. man•suw •mD mD •�D -mo MEETING NAd N Petr ia11•ma+b .mD -)m -lDD Wbr6M I.n•11are .m0 -AD .mD -AO 27 Wbnar 11811-11ew .m0 -RD .mA -ADO EO_ERpi mmW 11aR•1.10 .m0 AO •mD -m0 O p ,•Rnl man.aas .mD aDD .BSD .TCD JVVV` ° 'ip amEre GDy. A6fr.LA) .m0 AO •mD -m0 23 JAMB EOaW L011-ma10 .mA •AA .mo 10A JAMB om®eD. Asn-male .mD -mD .mD •Ro E%IFMA SASH bO� S1n0a0RWr 11an-mbw •m0 •RIG •mo -180 a HEIGHT WmaD. Rall.nal .m0 .mo •mD •m0 HEIGHT WbnbW 12411.1.1 •s. .AA •mA -Ro ' Rannme •mo .AA . D no T.oD mn..lo1 .mo aaD .m •mD o.mBDnA. maR.B.1e .ma -mD .mD .mD 23 Ceal6. msn.0.1 .m.B .roo •mD -ma SRLm am,Bel.s wan-mnu .a. am .mn .TDA SILL mamw Aan•a4w •mD AD .mD •Ao Omar na11-maw •mo -mD •mD Wmmbr Nbn-ITAIe .BSO -AD emo S1 Wm6r 1.12.1.10 • 0 -RIG .m0 O/a 11.101•IODre .R1D DO➢ .mC e Ta7rY 1811-41.eN .eS➢ -1D0 •660 •RIG W.n ODe maR-1410 • .05D •AD E.— O.II-mBi. H140 -AD .RSO aa0 SECTION DETAIL FOR WINDOWS WITH n Wma1 B.n•a.w .au me .ma mA SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.8.7&8 aad.mRer Aetr-care .mA .ma •mA am LEVEL 122 REINFORCEMENT&GLASS TYPES 5.8.7&8 (REINFORCEMENTS SHOWN INFIGURESABOVE mamr. AmT-Mere •ma wa •mD ma (REINFORCEMENTS SHOWN W FIGURESABOVE APPLY TO ALL FRAME TYPESB bbneo male-maro .esD •TDA .mo au APPLY TO ALL 1.TIP.& CONFIGURATIONS) Fpm41. ­7.41M .mD aon .m.D •mo CONFIGURATIONS) a nam Fe• aun•e.re •eBD aao .mD m apploB4dmwmplTIRI WIb Io. m•maBaw D.la-B441e •mA DOA .mD .me FTvrldR NWDe e m.m 41A4 mn xa .mA m4 DRe l SEE TABLE IO.SHEET 9 FOR ANCHOR GROUP AND QUANf17Y. NOAH ' SA51 III R HY: 0ab: RMtlon: Maml D.Dc Pmd➢N Pff RbrLted Oetc Rerhfbn: *;- No.59705 -."-s)4 NOTES: _ WRMVttan: 0iasn 1)USETHESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FPI _9•� - DESIGN PRESSURE TABLE J ROSOWSKI ,A O'. F '�: 1070 TECHNOLOGY DRIVE Rltc Omc 2)FRAME DIMENSIONSARE BUCK SASH HEIGHT IS AS PER THE FlGTIRE ��':."CORIUP.•'•\��` N•VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAIABLE WIDTH OR HEIGHT DIMENSION SHOWN //,.S `` 7901?-400—tWO $NIy/dtDdd Smlc 9mh heR6.p NA. Rn: ONTHETABLE. AL LBR,RE P m7os CERT.DF MUM./29298 SH-5500 NTS 6 OF 13 MDSH5500-01 TABLE: BLE• 0. T a]ansm Design Pttwetm.lame mt13u• Poo- BraeM•1Pa 0"I9.Pm,um Ib w bp1.a.Nmp Pvp•PN Wlm tml wo-IR1 Pw Deuavaww0 0 eta' was a a n a wx w •e M5 Epula• 1tz1 •mn.vo.o.AotlnnO•rmm.mo alto ras Esssas lfsvi •mo-nno•mo won•r o-1m.a•m 4160•m ra.o•xin•nno•m.1 um•mo-nna sae eaAs. 1 raaeq•rot.11U.mo amo.rov-1mo.no aft. amv/1a.O. I.-al",•mo-Imo•rat-Imo nno-11o.o•m0 amo•110-rao•rm•nno.R/-11¢.•m0-tm0 m Evans 1x1-uaw•rm 4-•ion-u¢o•m. o.160 m Ewen• tun]-u6fa•m0•11¢0•mo-nao Hu ams•mn amo•mo-nno•mo amo.ro.D-.1•m0-v. awmaBPr• 1156-flee:•mv.too•m.0-nao•m.Too•Ra-1 a•envtas. n.m•nea.xi nma•m0 ams•r 1m0•Jn3 a1u H00-1160•r0.0-110.9•JOA-vU•mo amo HEADER Teles x006-zame•roo 4100+mo-vU•Jm-nm.mo.nao Taal aOil-- •ms-Imo•mo-1100•>¢v- o•ma-nao•xio•Imo nao-1mD.ms two•mo-nao et,e•aa¢.w more-zine •nv.+n0..m.0-+mo•mo- (1.ma 4116. aDemasa• m -Io • 0-IWO•m0•nno•mo 111.•m •nao•mD-1m..nao-nno•m.-•len-nno 25 Evora. ns)-mAST-Wo atm•ma atm.mA atm.Toa-Imo vs5 Eo•sa• ler-mm -m.-vas nao Tt0.10.0 4WO-WD-1m0•RO•ltm nao 0.+a.•m0 amo nno-loco su0a.aw.1.. 1 n-nan•mn.nU•mv-um.roo.11m•RO-1160 aDeaaPtaw t16R•nate•R0-1100•xis•11m•mo-nao•110-nno•mo-nao nao-Imo•roA-Ins•rao-nao e uan-lun•lav-nU•m0 mne.mo.1ma sroA.tmv uses Ivm-+un•m•-nno.mo.n0..ano ama•mo-vU•m0-nm•m0-'WO•mo-mo•m9 40x0 row 0.w-atm •ma.Iw.O•mn mo •J0..m0.mo 0.0 ram 2).tAdtlfl-0-tm.•m.•110.0•>aa-110.0•m0 4.0•mo-nU•ma 0.0•mo no HOA ano p avMmbO• man-DaR•AO-Im0.rm 4110•im amo•RO IWO� aam.6n• m5R-a)sx •m0-rim•R0-1100•10.0-110.0•ms-"..•Tn0-11m•m0-" •m0-tna n0A x10.. p MEETING RAIL ol-oc op m61r--•A¢41m•R0 411¢0•ro0.11m•m0-1m0 9Aea0apa• a n•aaste •RO-1160•Jm•1100 W.-nao•rao-1130-0-110.0 HU amo•mO-un0 mo amo u M I.- aetl-OSm+AO-•m0 4160•im T¢D•m.0-11m e. Ea . 8611-mala•m0•11m Hao-1160 m.-1100•ro0•Imo•Tn.-60.0 It.-"0.-0-1m0"0.'It. 27 6imlaa Pmtw n 115•mA awn•m0-1160•RO-IWO MO 4*0 aapePra•� 1zm•zmte•mD-nno nm-11m•xis•imD•>aa-11x0•Ra-1m0•m •110.0•m0-Hn0•m0-11t0 av4DEb Ilion-Raw•]m•+wA+AO-ifm•Ra.Ifo.•Aa•1160 -0. 1060-1-15•rn.1100 W.ano•mo-nno•T0.0 -0-110.0•)6D 4n0.R•-fim•1¢11-110.0 areae u.m-tum•mv-nao.ro...Imo•mo-mJA•ma ama awn ttm-aav 0.w-Itm Hao-vno•m0-mol•m0-rao•lno-nm•rao-nno•me- .H¢o-roxa V B rosy ux1-0061 •ma.Itm.mn mo•ma nao•mA a0 rry ]Lm]-msn •mP-naa•ras•nno•m0•Imo H0.a-11¢0 Hm-110.0-no ano mo 0.]o-no 0.o 26 et>,+.atmy. mail-n.m.ma.1mA•ma ama.mO nw0.mo amo a.9masev msn-msv•m0-nno•mo-nno 1.-nno•m0-uu•mo-Iro.o•mo-ra3•mo-tmD•mo•no.o JAMB Gwen• Ir-maw•ma atm.mo atm•mv ama.mD ama Ew4a• mnn-zeafe Hns-+110•mo•nao•mo-um -Imo-.-nao-t.nao•rao nna•mo-no.o Ex1em1• SASH b Stae•aRN•� nan•2iaID•RO-1+o.•A.0-Lim•lm•nm•ro0-1160 •/ aav9•Pwm. n6f)-m610•RO oto.•RO-mA.m0-110.0•xie-1100 am-1160•RO 4110.•ma-rao•RO-110.0 HEIGHT t>a Stu to an-n.Stp•RO-1m0•m0 4WO•T0a-1tU•RO 4WO Qneametrl IASL}-11am•mn-Ifm•l0./•f+m•i¢.-rim•m0-1160•m0-11¢0•T¢0-nm•RO-11m•rao 0100 mints.. Iun-maw.rot two.Wo-nno HU-vno+ma amo asoma¢• am-lute W.•nao nm amo•mo.11101.W.141.1-.1411.ana amo•rao alto•Ro-nnn SECTION DETAIL FOR areuu usn-ms+e•rm-vao.xio-nna•rm.vno•"0.nno ff aowe um•+asa •ms amo Hao-nao•mo•nao•ms-uU•mO nlao.mD-nm•mA-two•mo-nao WINDOWS WRH p raw xma-arse.ma amo•ma mo.mo.o]o•ma mA P� Ta.t arae-tax nno-+ms•)av-+ma.mo atm.mo-nao...-•mo a.0•mo u0. •ma eaD i� Puu.amw. msn-xmr-MO 4-•mo-IWO•m0-um•mP-vno p a.wmwsal aaJ-a]mr nno-nao•mo amo.Jin-1160•mo 4600•mD mo.9•rao-nao•m.o IWO•ma-vao LEVEL R3 REINFORCEMENT 25 Eaaas man-msn.m.-two•mo 4100•m0-I=-II ano Evora. :>snwule•mo-Inv•mo alto•mO-++ao•r0.]-too.mo amo•JOA nma•m.o-1m..mo-nm &GLASS TYPES 9AB avansv. msn-mew.m0-11U•roo amv•inn.Imo.mo-lino os•we¢• msn-am•ma amo•roD 460.0•uo 410.0•ru a1m aoa amo•rao-nao•mv-vno•m.0.-vao (REINFOFICEMENTS SHOWN SILL sow emwaremw nen-tum•mo amt•mo ata.•roo atm-0 4110 � •ems a.evaP9as.. +ten-amt. 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OI+—.062 OH—.067 ^ DH~.067 791 1935 1997 2499' 2AM' 2.444' 2094' O 1.331' FL ORE�3 FORCEMENF 1 0 1 1 REI STANDAR RD HD MEETING RAR REINFORCEMENT CF�IAENT '�S OFRAM T SIL � O FLANGE 7.375 O S�FRMAE EQUALO FRAME SRL�3T5 FRAME FRAME SILL 1 L 1.891•� • r 1375 111���.. I 2-100. 2.,75 7.477�I I+7565 1.635 I I I 't`—il Iuf .OBS 1 .WS II(LL�Ir�7,1.3175 I I1 � �{I .035 .974` .955' • .0�.05O' A71• —� 1231' 1.000• 965 QQQ JJJIII LLL �J�� 74 MEE71NGRAIL 16 SASH RAIL 17 FIXEDBALANCE ,8 BUSHCOVER STO", 19 LEFT RAIL INTERLOCK INTERLIFT LOCK COVER 21 BIMERLOCK� INTERLOCK COVER SPpmmla ompl7iogwllh M• Flarl O lel e Ravife08y. Oofa: ReN,Wwc 9hm1 ade 1,N4W C®LW .375 ADB. ��\ANY LYNN y 7G� .175 14 .754' .750' is:• _ L(ff N0,50705 .035—►�f� .025'— —� p yyy J.���! HUTtkaa pu.. Oro�n f0- OIAR,IIG 81 EXTRUDED @ROLLED �=_ WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME '•, S A E F- ,=IF;� 1070 7ECNNOLOGY DRIVE DOc OWs '�(C`;•:F<GRIDI;.. ��: N.VQIICE• —39275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,�1,S��NAL ENG (991)-96o-t5oo selraa/Mma� swrK Snaot: uadw Ho. Rm. c'� N OPAL PE CERT.OF AUM. 29286 SH-5500 NTS 11 OF 13 MD-SH5500-01 PFJ SBT05 TABLE 12 I TABLE 12,CONT_ I Bill of Material MII of Materlal,cont B part Description Material a Part0 Description Materiel =101 SkgteHung Mme Hod rZM—J—C—h—=—e= C 23197 Auto Lack Mechanism Sts 2 620102 Single Hung Frame Hand 8 Jambs-Flange PVC 46 72018888 Sweep Lack Coal one 3 820103 Single Hung Frame Head 6 Jambs-FM PVC 47 72018588 Auto Lack Cwv Ae... Coal 21Drc 4 620104 Single Hung Flame Head 8 Jambe-E LeglBox PVC 40 78X1100P1X M0 x 1'Ph,FH SDS(Auto e1M Sweep lack Screw) SS 5 620105 SWDH Frame Slll-JChamhel PVC 49 720700 Auto and Sweep lack Kasper Cast Zine 8 820108 SWDH Frmria Slll-Plage PVC 60 776104PPA 901 S14"PH.PH SDS Screw SS 7 820107 3WDH Fmme',SW-FN PVC 51 420181 UR Beveled Tilt latch Conor Key PVC 8 620108 SFYDH Frama'SIU-Epual LealBox PVC 62 420182 UR Pull Rall Tilt Latch Comer Key PVC 14 670131 False!Meeting Rail PVC 631 78MPHFL 198x 314'Ph.FH SDS(Caner Key Screw) 9�-- 2B 16 620129 Sash Rag(Sides,Top 6 Bottom) PVC 54 420189 TIR Latch 17 620134 Balance Cater PVC 65 420184 Tilt Latch Retainer 18 620133 Sash stopiscrw cater PVC 56 720207 1'711 Latch Spring 19 620160 Pug Rail Interlock 6005 T5 At 67 420186 Plastic Till Latch Finger Pull 20 620144 Pug Reil(Merl k Cater PVC 68 720182 Metal Tilt Latch Finger Pull 21 620157 BewJed kderiack 6005 T5 AI 69 420180 Pett Bar Comer Key 22 620145 Beteled Interlock Couer PVC 80 720208 phot Bar 23 620750 Light Sash Relnkxcenem 6063 76 At 63 720191 Sash Pug Handlo 25 620152 HD Sash ReWercament 608376 At 84 720104 Seah Pu0 HMdie WM latch lueemtly CeelZic Q0153 Standard Meeting Re0 Reinforcement 600575 AI 05 7834FPT 98 x 31C Ph.FH SDS(Pull Handle Screw) SS 27 620164 l00 k mungi RDII Rein- emard 8005 T6 AI 66 420188 113attom Latch Shoe Plate Ceet Zinc 30 61644 Weatherstrip,L787'x.270'Fin Pile 87 776588 98 x 618"Ph.FH SMS Stinks Plate Be" SS 31 60300 Weathembip,097 x.300"Foam Bulb Flax PVC 72 720135 Lural LO.Beed PVC 32 61719 WealherzMp,�tg7'x.220'PdyPile 74 Backbaddmg,OE 7700 or Dow 791 Sgk:one 33 61825 Weatr.ratrlp Plug,.220'Ffm ad 75 71648N Setting Block IR x 1"x 1!8'),85 H-6 dura EPOM 35 78X1MTTT 90 x 1'Ph.PH SDS Qntedock Mounthg Screw) 78 Quanex Sup%SpKw n)Twith Hot Me0 BNyt Composite 38 7MTHPX 98 x"'Ph. PH SMS(Meeting Rall Sorely) 410 SS 77 Quenex Duroseal Spacer Composite 37 716WSP Meeting Rag$craw Support Plate 6083 T6 AI 78 Cardinal XL Edo.Spacer Can to 38 720210 Weep Hole Cown PVC 60 81012 Extruded Screen Frame Ahim 40 72070000( Constant Face Balance 81 61011 RoiTconad Semen Frame Alum 41 98 x 314'Ph.FH SMS(Con.Face Balance Screw) SS 82 7CK0L821 1Screen Caner Key for Extruded Freme X 4 PVC 42 Spiral Balance 03 47042 Sclean or Key with Pug Ring X 2 PVC 43 720205 Spiral Balance Stas Nylon 84 47041 Screen Caner Key without Pull Ring X 2 PVC 44 75X114FPAX 0B x 1.114'Ph.FH SMS Sptfal Balance Screw) 410 SS 06 7CASPM ITM5ion Spring SS 08 61818 IScrove Cloth Flberginse 57 61835)81614.140'Screen Spline(MechinelHaml Rolled) Vinyl 4ppn dn—plylaxabs1h. tlluunrr mars D b b err mm � rear \ N i Rnvlvd 9Yt Dob: Recipe NO .`�.0 ........,4//!!c'� Rf vl Unde Pmdau Ti � RwiW ay: ne. ReMlom Rx fr(//-fji4Da'YV T _ No.58705 SEll �= BILL OF MATERIAL BOM J ROSOWSKI T TE (VLU` ' �o •.!2opiDN•:�?: 1070 TE(dlr(oLocr DRIVE TUAr 041n: NOTES: ',SS�DnIAL C?; N.VINICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (9a)-480-1500 1)PVCBY ROYAL WINDOW AND DOOR P)10FRES.LT0.,700E LABELED FOR AAMA E)ITRUDER CODE IIIIIIIhhh SM 15M SRae6 volae Re. Raa 2)ffEMSe&13,16,24.28.a34.79.51,62,Bb71,T3679 ARE NOT USED AND ARE NOT PART OF 7HI5 APPROVAL ALPN �P.E CERT,OF AVM./28248 SH-5500 NTS 120E 13 MDSH5500-01 OPT.SWEEPLOCK p 46 4B OPT.AUTOLOCK 15 47 20 57 OR SB 4e O 61 OR 52 r � 45 55 1 O O OPT.PULL RAIL '�. III 22 @ORO 19 IN COVER Y LAVER 1 i BEVELED MITERED FRAME WITH INTERLOCK RIiERIORANDEXTERIOR 1e 'O &COVER t FRAME WELDS 49 O 1e f 72 54 ``� 72X4 78 �(1 lP . \\ 80 ORO 76 ToePU 7ASSEEMBLY CREEN 0 _ OPT.PULL HANDLE�� B4 WITH LATCH ETAILS 41 40 CONSTANT FORCE \ 10 DETAILS 18 O OR o 40 a2431 43 SPIRAL BALA NCE ANp E 63 eT \� 1 10 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR / ASSEMBLY FRAME WELDS DETAILS EXTERIOR �. 53 '! M1 69 � FI�orWroredul�pl'IAyvW fOs FRAME pY LYNN •, R"bw araoea Reww: AfUmi PodeP ASSEMBLY ®" \ ��o •.4/i� DETAILS �' : •JCENSF-,�F9:; Dy ��:' xaas.a B,-. oma Ra.rwre No.5070.5 ® Dran/Atkn: rA 6p EXTERIOR\ =p .�7 fs a` EXPLODED ASSEMBLY J ROSOWSKI NOTES: %O s1A EOP f•� NOVENIM FL 34275 lflb: 05 1)SDME AR FRAMESSHHHOWN,�S)NDRATWINGFFRnOR CLARITYYSAPPLr. ��'SA.Ly, Et�G�;• 184q-4eo lean SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS e&7. I// t Svtm/YodeE Sesta ' OrWnp Nn Rar 4)USE EITHER SASH TOP LOCKS OR SISH BOTTOM LOCKS A. t�L PE CERL OF AUTH.129296 SH-5500 NTS 13 OF 13 MDSH5500-01