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HomeMy WebLinkAboutNotice of Acceptance o ' V11L4II �A. ^^ Ilk-D94DE COUNTY MGM PRODUCT CONTROL SECTION � _ DEPARTMENT OF REGULATORY AND ECONOMIC REs0€IR,CES(REDO—j1805—SW 26 Street Room 209 BOARD'AND COBE ADMINISTRATION RATION DIVISI€IN RECEI�tD6)315-2490 F(786)315-2599 NQ CE OF ACCEPTANCE. O E""V.M1midade.gov/economy POT Industries,Inc. FEB 1 4 2020 1.070 Technology Drive North Venice,FL 34.275 ST.Lucie County, Permitting SCO-PE: 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 REP, - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AI-IJ). This'NOA shall not be valid after the expiration date stated below.The Itfiami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Seciion 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`TNV-552G Vinyl"PVC Fixed Window—L.MX. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 1I of 11,dated 09/09/14,with revision B dated 06/46/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miatini-Dade County Product Control Section. MISSII.1J hVfPAC'T RATING.Large and Small Missile Impact Resistaat LA.BEL2iO: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RIV1ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been Zchange in the applicable building code negatively affecting the performance of this product. JZLTERAA.TION 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 } 0 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 j followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is ! displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available'for inspection at the job site at the request of the Building Official. . This NOA revises NOA.#16-0629.12 and consists of this page I and evidence pages E-1 and E-2,as well as Lizapproval document.mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. C-A NOA No. 17-0614.09 A D E cnO« Expiration Date: April 30,2020 — � f °mow. f Approval Date: October 2b,2017 Page I PCT Ind strfesg Inc. NOTICE GF ACCEPTANCE: EVIDENCE SURNUTTED A. DRANYVIN xS 1. Manufacturer's die drawings and sections. (Smbmitted under NOA No. 11-0930.2 ) 2. Drawing No. RSD-5590.0 titled"Vinyl Fixed Window NOA(LM&SM)",sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. 'PESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FSC, 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,DurasealO spacer system, Super SpacerO NXTnl spacer system and XL Edger;vl spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. ITL-8717, FTI,-8968 and FTL-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted underprevidus NGA, Mo. 105-0629.12) 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)Large Missile Impact Test per FBC,TAS 201-94 ' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with sharked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7597, dated ' 08/01/14,signed and sealed by Idalznis Ortega,P.E. j (Submitted under A10A No. 14-0930.25) C. CALCULATIONS ! 1. Anchor verification calculations and structural analysis, complying with FISC-51h E Edition(2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY.'ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Mantel Prez .E. Product Control xa einer "^n.ado. 1 -06,14.0 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-� . PCT In-aue4 NOTICE OF ACCEPTANCE: EVIDENCE SUB TED E. MATERIAL CE RTMCATIONS 1. Notice of Acceptance No_ 116-1117.01 issued to Xuraray America,rue.for their 'I " oslfol@ Ultraclear; Clear and Color PVB Class Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their I'Sefitr"yClase)(Clear and White) Class Interlayers"dated 06/25/15, expiring on . 07/04/18. I Notice'of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions far Windows and Doors"dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGITenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09115116, expiring on 04116/20. . Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Cor'e.Rigid PITC Exterior Extrusions for NVIndows � and Do6rs"dated 09/15116, expiring on 04/1.6/20. � F. STATEMENTS 1, Statement letter of conformance, complying with FEC 51`�.Edition(2014) and F'EC 6"Edition(2017),dated August 29,2017,issued by manufacturer,signed and sealed, by Anthony Limn Miller,P.E. 2. Statement letter of no financial interest,dated June 9,2017,issued by manufacturer, signed and sealed by Anthony Lynn.Miller, P.E. I Proposal issued by Product Control,dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOTA ATea .11-093 23) 1 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,F.E. (Submitted under previous 1lTOr1 No. 16-0629.12) G. OTHERS 1. Notice of Acceptance No. 1.6-0629.1.2,issued to PGT Industries,Inc, for their Series- "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. 177,,g,/; J MA6uel a z,P.E. Product Cautr atniner NOA No. !7-0614.09 Expiration Bate: ,.April 30,2020 Approval Date: October 26,201'7 GENERAL NOTES;SERIES 5520 IMPACT 1iATtNO DESIGN PRESSURE RATING IMPACT RESISTANT VINYL FIXED WINDOW —"— . LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE '1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 4-13.SHEETS 6-10 THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), CK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) SHORT OR LONG SIDE} 2)SHUTTERS APE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD MAX.Q,C.SEE 1.25"MAX. ' B,SEE TABLES 413 - 6" AK D,SEE _ {�- MAX.O.C.SEE TABLES 49 ,LITE(CAP)MUST TEMPERED. - SHEET3 III SHEET4 t PROIWCTRL'VFSF2 LA.- I 3j FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTYAPPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE eptss°c NoSOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE iVISIBLE irti°a Da:e� 7 ANCHOR TYPE. LIGHT WIDTH 1) may;• CK LIGHT WIDTHHEIGHT, EE 4)ALL WOOD BUCKS LESS THAN/-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. — TABLES T3 Dade Pme?L.eIC $ 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (LONG - BUCKS DEPICTED AS2XARE 1-1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) � SHORTSI } �1 // JR-.06/06/17-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK - I VISIBLE r I / VISIBLE ANCHORAGE TO FBC.2017. -DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A j/J LEGHT' A,SEE C LIGHT C,SEE c ARCHITECT OF RECORD,(AOR). ( / 1 'a } • / HEIGHT 5HEET3 !! � HEIGHT SHEET4 s 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I I MA).DUCK STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION HEIGHT,SEE ANCHORS SHOULD BE SEALER OVERALL SEALINGlFLASHIN4BTRATEGY FOR WATER i TABLES 4-9 RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAY.D.C. LD OR SCOPE OF THESE INSTRUCTIONS, SEE 4 BLEB OC { SHORT(LONG ice-. till ,nay _ 3-1 6)MAX.1/4^'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE � w IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES D� �a rn 0) o LOADS.WOOD BUCKS,.BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 49 '• >'n °+°0 2. .Ix toO IMPOSED ON THEM BY THE WINDOW. I E_ j M B - 8'MAX ""`�-I f_`� D�cL-- .7.25'MAX. •-��- O 7)DESIGN PRESSURES: O-1 a °'+a'- to, C3 .A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME 7YP.EQUAL-lEGlBOX& TYP,INTEGRAL FIN&J-CHANNEL Z u_ s= u a ANALYSIS AND GLASS PER ASTM E1300. LANCE FRAME_90°CORNERS FRAME 90°CORNERS) U v .,' B:POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCJURAU CYCLE TEST u - (ANCHORED THROUGH NAIL FIN) W 00 Co '°N PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.25'MAX. (-- �' O est, C,DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASR W MAXI- `-°- Imo• -�..� o y rn o GI •- _ ' 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6"MAX L Q a CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE „oma 'M O O. HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR ll _WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORSTHAT COME INTO MAX.O MAY..C.C.SEE,1� D.C. t SEETABLES !- 4. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLES 49 y TABLES ,v O °3 FLORIDA BUILDING CODE FOR-CORROSION RESISTANCE. 4-13 .L O1 O .(1) 49 Z W O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER _ MAX,O.C. F Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES f VISIBLE ¢ U�,I JURISDICTION. / LtSGHT IBLE413 / LIGHT o LU J o HEIGHT LL' C, 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; J/ HEIGHT 9 Lo' ELCO AGGR&GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& / III MAX.BUCK w z BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NON$;NATIONAL DESIGN MAX BUCK HEIGHT,SEE v ZLU SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL HEIGHT,SEE j TABLES j TABLES 49 (LONG OR et>+t •ossa seas: _ - 11)'FVB"=.090'TROSIFOLO PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE) - SHORTSIDE LIGHT tt ff( "SG"=.09U'SENTRYGLAS CSI INTERLAYER BY KURARAYAMERICA,INC. LIGHT WIDTH ) Zl " a`yU LYtU�y�r, 6°MAX. __ �1,�� :' CEtx;z •.t` GENERAL NOTES...............»....„;.9 VISIBLE LIGHT FORMULAS i _ I I. • .II I� ” ��: ''•.��^ ELEVATIONS........................*.„......1 WIDTH:BUCK WIDTH-4-3/16” i' j -°�-� MAX.O.C.SEE TABLES 4.9 -°-I1-=- 1.25•MAY., - +)0.53705 FRAME,GLASS&ANCHOR MAX.O.C. ""'�'! 6"MAY,. 1.25" OPTIONS.. HEIGHT:BUCK HEIGHT-44116' MAX. ...2 - SEE TABLES 4-13 ' INSTALLATION,FLANGE& CODES Y STANDARDS USED: MAK BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 4-9 EQUAL LEG.......................:.3 e2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) C'? f D ` .INSTALLATION,INTEGFlAL FIN& °2014 FLORIDA BUILDING CODE FBC),STH EDITION TYP.INTEGRAL FIN& %+�•'-, ST ( TYP.EQUAL-LEG/BOX '�` r. F � J-CHANNEL.........................4 e r LORIDP,.•' :%- GLAZING e*. ASTM E1300.09 J-CHANNEL FRAME(CURVED OR .......... C GLAZING DETAILS........................5 FLANGE FRAME(CURVED aS1 DESIGN PRESSURES.....,... -6-10 °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION ANGLED CORNERS) ����t6,(ti+A�„�•°t BOM&ASSEMBLY. -••••11 "ALUMINUM DESIGN MANUAL,ADM 2015 OR ANGLED CORNERS) //f r a I l 11111`I -AISI 5100.12 (ANCHORED THROUGH NAIL FIN) -RISC 360-10 A.LYNN MILLER,P.E. P.E.059705 TABLE 1: t t. 7 Gtaas Description Table 'N' ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.. Type ffi 'H'=HEAT STRENGTHENED - 'r"=TEMPERED 7 7/15"Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Utes ofl/&'A Glass wittV.090"PVB Interlayer 4 "PVB"-.O90"TROSIFOL(D 8 7t8"Laminated I.G.:1/8'T Exterior Cap+7116"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 5 PVB BY KURARAY 9 7/8"Laminated I.G.:3/16"A Exterior Cap+_318"Alf Space+5116"Laminated;(2)Lites of I16'A Glass with.0901 PVB Interlayer. 6 AMERICA INC. BOX OR .090'SENTRYGLAS(D 10 718r Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of I/B"AGlass With.090'PVB Interlayer INTERLAYER BY KU ARA EQUAL 6 , FLANGE LEG 11 T'Laminated I.G.:11W T Exterior Cap+7/16'Air Space+7116"Laminated;(2)Lites of 3/16-A Glass with.090"PVB Interlayer 7 AMERICAINC. 12 1"Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lues of 3116"A Glass With.090,PVB Interlayer 8 +13 1"Laminated I.G.;3/16"T Exterior Cap+318"Air Space+7116"Laminated,(2)Lites of 3116"A Glass with.090"PVB Interlayer 9 14 11"Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090"SG Intodayer 10 15 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites,of 3/16'A Glass with-090'SG InterlayerGLASS TYPES 14 THROUGH 16 1"Laminated I.G.:11/8"T Exterior Cap+7/16'Air Space+7/161 Laminated;(2)Liles of 3/16"H Glass with.090"SG Interlayer 12 17 MAY NOT BE USED WITH p i3 J-CHIANNEL O 17, .11'Laminated I.G,:31161 T Exterior Cap+3/6"Air Space+711T Laminated;(2)Lites of 3/16"H Glass'Alth.090"SG Interlayer ft 3 1 0 FIN FRAMES.R INTEGRAL J-CHANNEL INTEGRAL OLE 2:ANCHORS INSTALLED THROUGH FRAME FIN Group Anchor Substrate Min.Edge Min. MIN.OF 3 THREADS Distance Embedment' BEYOND METAL 010 EMS SouthernPine{SG=0.55) 1-a18" SUBSTRATE. LL4���JJ� (steel,164 S.S. Steel,A36* 3/8" 0.050" 'UNGROUTED CMU' or 410 S.S.) Steel Stud,A653 Gr.33* 3/8' 0.0451-(18 Gal) VALUES MAY BE A Aluminum,6063-T5* 318' 0.0 USED FOR GROUTED P.T.Southern Pine(SG=0.65) --7116" 1-3/61, CMU APPLICATIONS.- 31161 steel Ultracon Concrete(min.2.85 ksl) 1. 1-3/8' UngroUted CMU,(ASTM C-90) 2-112" 1-1/4" P.T.Southern Pine(SG=0.55) 9116" 1-3/8" #12 SIMS ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBETHE SHAPE INA BLOCK(SEE EXAMPLES (steel,18-8 S.S. Steel,A36* 3/8" 0.050, BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. or 410 S.S.) Steel Stud,A653 Gr.33-1 318" 0.0461-(18 Ga.) -LONG LONG LONG SHORT Aluminum,6063-T5* 318" O.Off- I SIDE I--SIDE I- SIDE SIDE I-- 114"steel Ultracon P.T.Southern Pine(SG=0.65) 1. 1-318" , - - -- - - 7 1 -- --I 1. T T PRODUCTREVISED 1W steel Cretellex P.T.Southern Pine(SG=0.55) aw w canqdying vrilh the 114'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1318" 00 Bulding Cod- X0 w Acc.pEMW N, Concrete(min,2.86 ksi) 1. 1-3/4" .��� 114"steel Ultra6on w -v LONG C Ungrouted CMU,(ASTM,C-90) 2-1/2' I-Itit" LONG JL - J--- - - M14 P 1/4' LONG LONG LONG R7 jL P steel Cretellex Concrete(min.3.35 I(si) -vi'. ' SIDE SIDE 17- SIDE --i l- SIDE -i SIDE --Itvfis 1t4'Ste.]Uitracon Concrete(min,2.85 ksl) 2-112" 1-314 T NO CHANGES THIS SHE 1W steel Aggre-Gator =!n.3.276 ksl) 1-1/2" J- J 1/4"steel Cretellex Concrete(min.3.35 ksj) 2-1/2" 1-3f4" (ASTM C-90) 2� 2" D Ungrouted CMU,(ASTM G 2 1-1/4 c2w ww -90) -112" 12W N. 0 p TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min,Edge Min. Distance Embedment* 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16' 1070 TECHNOLOGY DRIVE .\n .......... 2-1/2'King-GharkRoolingNail P.T.Southern Pine(SG=.55) -3/8' 2-71167 malelial Min.ry Min,17� N.VENICE,FL 34275 -Sm----9 ' No.50705 910 Trusshead EMS P-T.Southern Pine(SG=,55) 112" 1-3/8,- -SI-ell v -2-hb-1 -f2-O-ksr- (941)-480-1600 Aluminum,6053-T5* 318* 0.050" 168 Screw 60 ksi 95 ksl T - . (steel.I"S.S. Fne - . or 410 S.S.) Steel Stud,Gr.33* 3/8' 0.0461-(18 Ga.) 410 Screw so Itsi 110 116 COPYRIGHT 0 2017 PGT INDUSTRIES.INC. -0 IF EkoAqXeGeIor,0 57W 96 w CERT.OF AUTH.#29296 ALL RIGHTS RESERVED �q Steel,A36* 3/8' 0�050 - - - fu -- *MIN.OF 3 Elco UfttaC=9 155 ksl 177 hsl 0 P.T.Southeern Pine(SG=,55) 9116" 1-3/8" \111,1VI %%. THREADS FIXED WINDOW NOA(I-M&SM) 919/14 #12SMS 410 SS Elco CteleRv.0 127.4 t3l 109.71 '- * CRION �6.......... (steel,m S.8 Aluminum,6063 T BEYOND --ffG---T5AbM1nUTn 16 RIn Z2 IMI GLASS/ANCKORS/FRAME OPTIONS 70NAL Steel Stud,Gr. VaG Sled ::S11:k:1:1 3/8, 0.050. - THE J RC A.LYNN MILLER,P.E. or 410 S.S.) - METAL Steel,A36* 3/8' 0.050" SUBSTRATE. Ur.TJ Steel 51 33 hSI I jj�j 20FIl IVID-552M 8 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGBOX FRAMES INSTALLATION OPTION 2 I L TI TION 3 ' ANCHORED THROUGH FRAME CHOREDTHROUGH P AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRET 'MU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET,ANCHORED THROUGHEMBEDMENT FRAME INTO 2X WOOD "—"'�"I— EDGE DISTANCE SHIM 1/4'MAX. tt4'MAX FRAME OR BUCKSTRiP. — SHlM 2 4 SHIM"Y� SEE NOTE 2,THIS SHEET. ~. �� EDGE EDGE r� EMSEOMENT DISTANCE 5 Q STANCE FLANGE FRAME n ' '� • ' SHOWN - o . 114"MAX. ANCHOR AND TYPE, - ': �{—'1 11THICK LG. �(�� EMBEDMTYP.ANCNTAND E, @-I-1 SHIM EMBEDMENT AND EDGE /i L_S (� EMBEDMENTAND DISTANCE PER f'<. ?;..., ---- SUBSTREDGE ATE, SDISTANCE PEF TYP.ANCHOR TYPE, SUBSTFtt'tTE,SEE EMSEDMENTAND SUBSTRATE, SEE TABLE� 2,SHEET 2. • TABLE 2,SMEET 2.r EDGE DISTANCE PER •' SUBSTRATE, ,S SEE 5 TABLE 2,SHEET 2. m_• 718"THICK LG. �D FLANGE EXTERIOR, VISIBLE LIGHT WIDTH 7 EQUAL- FRAME NOTES: SHOWN LEGIBOX 718"THICK I.G. BUCK WIDTH FRAME 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A • - AND EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. • DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN BUCK VISIBLE 1-112"THICK ARE TO BE CONSIDERED 1X 114" _ HEIGHT LIGHT HEIGHT INSTALLATIONS.SX WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#125TEEL 1!4"MAX.SHIM UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2,SHEET 2. 1fSSE2 DESIGNED TO PROPERLY TRANSFER LOADS TO THE PRODVC'i'RS een,plyNaB viiahs TiL:,I+FC,`:'' STRUCTURE.WOOD BUICK DESIGN AND :s q HuttF,Gods INSTALLATION IS THE RESPONSIBILITY OF THE i II h^=pceptanae to IF P114 (}f ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �Q L�.� blisull.-adO PiadnetE'.c�SaP, ) TO AS DAYLIGHT OPENING)IS MEASURED FROM (,J .- 1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL _ FRAME LEGIBOX NO CHANGES THIS SHEET. SHOWN FRAME TYP.ANCHOR TYPE, Q SHOWN • EXTERIOR Q EMBEDMENT AND G.10 EXTERIOR D •S r'\ I ! EDGE DISTANCE PER fl_ t`•,j ttt»>JJJ SUBSTRATE,SEE INSTALLATION V INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEGIBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL It 111 I!I!1 t t1 swoww �v4'MAx.sHIM � .... nf, N.VENICE,FL 34275 `?` ,1I�F•rl�.�i (941)-480-1600Ma.5(d7D5 • EMBEDMENT "`s• COPYRIGHT 9)2817 PGT INDUSTRIES,INC— ALL NC- VISIBLE LIGHTFORMULAS CERT.OFAUTH.#29298 ALLRGHTSRESERVED ', ` ; `S3l� INSTALLATION WIDTH:BUCK WIDTH-4-3/18" VINYL FIXED WINDOW NOA(LM&SM) 9!9114 OPTION " HEIGHT:BUCK HEIGHT-43118" : ANCHOREDTHROUGH EDGE DISTANCE i J ROSO am' WSKI N •���j� FRAME DIRECTLY INTO o FLANGE t EQUAL-LEG/BOX FRAMES o 1j1 JAL I11��� CONCRETEICMU. VERTICAL SECTION B-B m- - PW-5520 'NTS N 3 OF 11 fi z MD-5520.0 z S A.LYNN MILLER,P.E " � ❑ p,[.y 58705 'INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION 1/4°MAX.SHIM OPTION'S OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN it4°MAX,SHIM EMBEDMENT FRAME INTO 2X WOOD I(� ' ANCHORED THROUGH � ' INTO 2Y.WOOD FRAME ORBUCKSTRIP. � f I•�— EDGE DISTANCE , `�— FRAME OR BUCKSTRIP.SEE - "INTEGRAL FIN INTO 2X WOOD EMBEDMENT q' SEE NOTE 2,THIS SHEEP. r FRAME OR BUCKSTRIP.SEE I NOTE 2,THIS SHEET. r -NOTE 2;THIS SHEET. - • EDGE DISTANCE - EDGE DISTANCE J-CHANNEL FRAME �O SHOWN •❑ �IW MAX.SHIM TYP.ANCHORTYPE, 1'T11iCK I.G. EMBEDMENT E PER - EMBEDMENT AND 1—•� ._—_._..,`.. __.. .. 7YP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE SUBSTRATE,SEE B DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. II!'----('--J2I INTEGRAL TYP,ANCHOR TYPE, - 5 SEE TABLE 3,SHEET 2 (SCREW SHOWN) FIN EMBEDMENT AND EDGE (NAIL SHOWN) 00 :7/6"THICK I.G�`—' O_FRAME` _DISTANCE PER SUBSTRATE, - SHOWN SEE TABLE 3,SHEET2. J-CHANNEL EXT((E""RIIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN) FRAME 7W THICK I.G. NOTES: SHOWN - _ 1)USE ONLY SUBSTRATE-APPROPRIATE BUCK WIDTH "ANCHORS LISTED ON TABLES 2&3,SHEET 2. HORIZONTAL SECTION C-C FOLLOW EMBEDMENT AND EDGE DISTANCE • LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FSO COMPLIANT ALUMINUNVSTEEL FRAMING OR STEEL STUD. _ BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2- 2) 2)MASONRY ANCHORS MAY BE USED INTO WOOD ` AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE - THAN1-I/2"THICK ARE TO BE CONSIDERED IX - • HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL HEIGHT. IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4'MAX.SHIM #10 OR#12 STEEL 1/4"MAX' • - WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK SMS(G5),SEE SHIM - ' OR GREATER.IX AND 2Y"BUCKS(WHEN USED) - SHALL CE DESIGNED TO PROPERLY TRANSFER TABLES 2. pRODUCLRc-TViSH3 3, _ LOADS TO THE STRUCTURE.WOOD BUCK DESIGN SHEET2 re 6omplyiag H•iil2lEw Ffazt8c AND INSTALLATION 18 THE RESPONSIBILITY OF B,d2dia&Code '. THE ENGINEER OR ARCHITECT OF RECORD, I} Aatplmcc Abd a ' . 3}VISIBLE LIGHT WIDTH OR HEIGHT(ALSO EP REFERRED TO AS DAYLIGHT OPENING)IS ' I I'THICK I,G. MEASURED FROM BEADING TO BEADING. - . .. U FIN AN .., FLANGE MAYBE NO CHANGES THIS SHELT. • "•tr REMOVED IN-FIELD INTEGRAL FIN O�o EXTERIOR EXTERIgR {/a�� TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN SUBDISTANCE PER STRATE, EAE ;SHEET2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FRFIN AME' 1/4"MAX INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEEP 2. tj0y 1 I 111I/t j t ❑ o 1070 TECHNOLOGY DRIVE `� rt SHOWN SHIM \,��' d...L..../ INSTALLATION ytGEMs rI N.VENICE,FL 34275 OPTION 5 EDGE (941)-480-1600 _ Na.58FOy ANCHOREtl THROUGH DISTANCE INTEGRAL FIN INTO 2X ® COPYRiGHTfl2027 PGT INDUSTRIES,INC. VISIBLE LIGHT FORMULAS CERT.OFAUTH.#29296 ALL RIGHTS RESERVED WOOD FRAME OR BUCI<STRIP.SEE NOTE 2, ,e,., "'� '• ' THIS SHEET. EMBEDMENT WIDTH:BUCK WiB1H-4-3116" ti VtNYt.FtXED WINDOW NOA(LMZxSM) g 9/9/14 i^�� HEIGHT:BUCK HEIGHT-L&16" o ; i��Ssf'• .....' �(j`�� VERTICAL SECTION D-D o J-CHANNEL&INTEGRAL FIN FRAMES oar J ROSOWSKI 77t/ 1 AL 2 `o I h PW-5520 ° NTS "' 4 OF 11 c x° MD-5520.0 B PE.#58705 A.LYNN MILLER,P.C. v, h "NOM.. 7t8"NOM. 7t8'NOM. 718"NOM. 5/16"AIA PVB 5/16"A/A PVB 5116"A/A PVB 5/16"AIA PVB. 7116"AIR SPACE. 7116"AIR SPACE 318"AIR SPACE 378"AIR SPACE Pxower RvvisBD 118"A GLASS 118"T GLASS 3/16"A GLASS 3/16"T GLASS °xcotnplplvgruit4ti ouzs Ileiompl C°de ,. (EXTERIOR - a EXTERIOR p EXTERIOR �]EXTERIOR AMCIA £salmtion qW80.8380-83 80-83 ado Pcr>drsctCmttr'? .- GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9' GLASS TYPE 10 NO CHANGES THIS SHEET. 1'N �+- 11NOM. ii 1"NOM. I'NOM. . i W 7116"A/A PVF 7/16"A!A PVB 7116"AIA PVB 7116"FVA SG v 7116"AIR SPACE' 3t8"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE n N 1/II"T GLASS 3/16"A GLASS 3116"T GLASS—, 3116•'A GLASS 4 o o aEXTERIOR �EXTERIOR ]EXTERIOR ]EXTERIOR O LL � r 2 U U o Ei . 60-83 m 80-83 60-83 80.63 o W `1 a � �n7a ti> r v GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 1� z �' 0 0- .0 TWs Q. ,. !'NOM. Z"NOM. 1'NOM. —�I - E z By Mli2lniDedeProduetCaahn! ¢ W �•'"iO°s 7116"A/A SG CNI 7/16"HIM SG. 7/16"H/H SG EXTERIOR jul 3/8"AIRSPACE 7116"AIRSPACE 318"AIRSPACE 112"NOM,GLASS 0 2 a 3116"T GLASS 1/8"T GLASS 3116"T GLASS 80.83 BITE TYP. U - aii� '°s°6 saNaS. Gj EXTERIOR EXTERIOR ]EXTERIOR 6 7 74 aNY�Yr� LtCEftlg�'.�1/1_� y GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 NM 56705 "A"=ANNEALED :• ••" i ,p E J` "H"=HEAT STRENGTHENED GLASS TYPES 14 THROUGH TEMPERED 17 MAY NOT BE USED WITH TYP.GLAZING DETAIL "PVB"=.090"TROSIFOI{aj J•CHANNEL OR INTEGRAL _ I'VB BY KURARAY AMERICA,INC. 8 FIN FRAMES 1 r l I+11111 t ' •'SG•_-090'SENTRYGLASGt! A.LYNN MILLER,P.E. P.E.S 58705 INTERLAYERBY KURARAY AMERICA,INC. TABLE 4: Window Design Pressure,(+I-psq LretRS a��e 7 118"A Cap-Airspace-5116"AIA with PV8 Window .Long Side(in) TABLE DIMENSIONS MAYBE Dimensions 51.05 54 56 58 62 64 68 72 76 1 80 84 87 ORIENTED VERTICALLY OR 88 +/-50 +1-60 +1-50 +1-50 4/-50 +/-54 +/-50 +1.60 +/-5D +Iso +/50 _ t/-SD HORIZONTALLY AS SHOWN. _ 20 4/•50 +/-50 t/-50 +/-50 +1.50 +1.50 1 +750 +1-50 tt-5o +1.60 +1.50 +1-50 LONG PROL3UCFRDVSSSI) 22 +1_50 +/-50 +/-50 +/SD 41-50 +/•50 +1-60 +/5o +/•50 +/-50 +1-50 +l-50 -- LONG SIDE i SIDE �'ldi T,r 24 +1_50 +1.50 +1-59 +1-50 +1-50 01.50 +1-50 tl-5D +/-50 W-50 4/-So +/-50 T' 1� AlaPmvwNo__ _ r_ L26 '+/-50 +/•50 +1.50 +/-50 t/•50 +/-50 +/-50 +/•SO *so +ij0 +/-60 +/SO SSIDE 11.50 +1.50 +/-50 +/-50 +/50 +1-50 +1.50 +1.50 +1.50 +1-30 11.50 +1-50 SIDE Miami•4150 +/50 +/SO +150 +1.50 +1-50 +150 41.50 tt-50 +/-60 +1-So _, SHORTSIDE •F!-fi0 +/-SD +/•50 +150 +/,50 +/-50 t/50 +/-50 +/.50 +1-60 NO CHANGES THIS SHEET. N +1-50 +/•SO +ISD +ISO +1.50 +/-So +/-50 +/-SO t/-50 it +ISO +/-SO t1-50 +1S9 +/-50 +1-50 •M-50 +/-60 I+-- LONG SIDE ---�--I rn 38 +/-50 +/-50 +150 +/50 +/-50 +1-50 1 40 +1.50 +1-50 t/-50 +150 +/•5o +/•50 42 /-5D ' +(-50 +1-59 4450 tt 60 MAX.O.0 SPACING IF ANCHORING MAlt.O,C.SPACING IF ANCHORING SHORT / LONG HRO THROUGH THE FRAME PERSHEETS3&4 TUGHTHE INTEGRAL FIN PER SHEET 4 SIDE v SIDE m 44 +/-50 +/-80 +/50 +/-50 x 46 +/-50 01-59 +/-50 APPLFESTO A,B,COR pANCHORS APPLIES TOEORFANCHORS � � U) 'nam (SEE TABLE 2) (SEE TABLE 3) u 48 +ISO t/-5015, 4, p O rn O 51.05 +/-60 (.3� aIDU O -_ ......._ SHORT O m i=N •-i u�i SIDE C),-U O a d6 O_ Z LL 8Lu 6 UMDIG 2 TABLE 5: Window Design Pressure,(+/-psf) Use INS table for Moss 1/8"T Cap-Airspace-5116"AIA with PVB Type: 4 ° C w o V < Window ' Long Side On) KC Dimensions 60.926 64 66 Be 70 74 77 80 84 87 92 97 99 G onm 32 4 +/-SO +1-59 +/-50 +/b0 +/-50 rn O U.t /aa4s 34 +/50 +1.50 +150 +1-50 +/SQ +/-60 +1-50 +1-50 +1-50 +I50 +t-50 +147.3 +1-06.7 © `b,N". 0 W 36 4/40 +/-50 +/-50 +/•5o +/b0 +/-50 +/-50 +/-50 +/-50 +/-50 +1-47.5 +145.4 +1.44.6 S c=r1 U) 2 38 +/SO - +1-54 +1.50 +/-50 +/{0 +/-50 -t1-50 +1.50 +/-so +/-49.1 +146.1 +/43.9 p W 40 +150 +/-s0 +1-50 +/-5o +/{0 +1.50 +/S0 +1.60 +/-SO +1.018.2 t1-46.1 ii� X 0- C, O ly C\ 42. 060 +1.50 t/-50 +/-50 +/SO +1-50 +1.50 +/•50 +/-49.0 +1.47.4 r i0 -9 44 +1.60 41-50 +t-so +1-50 +150 +/-So +150 +/-SO +t-46.9 I v s N 48 +1.60 +1-50 +/-60 +1.50 +!$0 +/-SO +1-50 +1-49.9 _ >' Q O- 48 +/50 +1.50 +/-6D +/-60 +/-50 +1.50 +1.50 D/u asep soja_as 50 +1b0 +/-50 +/-60 +/b0 +/-50 +t-50 57- +/S0 +/-60 +/-50 +/-50 +/_60MAX.O,C.SPACJNGIFhMCHORING MAY O.0 SPAQNGIFANCHORING �,1+j1�ILYlViV llll�� THROUGH THE FRAME PER SHEETS 3&4 THOUGH THE INTEGRAL FIN PER SHEET 4 �� O /( 54 +1.60 +/-60 +/-50 +1.50 NOTES: 66 +/50 ttS9 t/-50 APPUESTOA,B,CORDANCHORS APPLIESTOEORFAPICHORS 1)BUCK DIMENSIONS SHOWN. ,• C�'•• C :�fi(SEE TABLE (SEETABLE3) �.� �' 68 +Iso +/-50 No.56705 15" 3.S'FOR E ANCHORS,4"FOR F ANCHORS 2)FOR SIZES NOT SHOWN,RLO ND UP TO THE T�: y 64.926 +ISD ,i .�•+- --;_. _ N£Y.T AVAILABLE SHORT OR LONG DIMENSION. --^ j 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 'J,4•L of Jt CJ,7( M1 FIND THE SMALLEST SQUARE WINDOW SIZE IN O STF4,dE C}F�:•f,�.'' THE TABLE(8)ABOVE WHICH THE ARCHITECTURAL :� S,F(ORIDP,,••' ` _ WINDOW WILL COMPLETELY FIT WITHIN, i S C9 A.LYNN MILLER,P.E. ' P.E.H 58705 ------------------- TABLE 6: Window Design Pressure,(+I-psq Usethis lable- 3/16"A Cap-Airs ace-5116"AIA with PVB for Gass 9 E 10 3116"TCap-Ai mpace-6116"A/Aw)thPVB Types: TABLE DIMENSIONS MAYBE Window ng Side(in) ORIENTED VERTICALLY OR Dimensions 00.926 64 66 Be 70 74 1 77 80 1 84 87 92 97 99 HORIZONTALLY AS SHOWN +TSO +I-5D +1-60 ]—+/.SD 32 4-50 +/-60 +1-50 +1-50 +1.50 -so WE --- LONG 34 -44-50 0-60 +/-50 +/-50 +t-SO +1-50 +150 +/.50 +ASO +1-50 +/-50 +I-SO +/-50 SIDE .Plyim'.ritb till%uaFW I— LONG SIDE awldi.s caft 36 +1-50 +1-50 +1-50 +/40 +/-50 0-50 +/-M +1-50 +1-60 +1-60 V-60 +/-5) +150 A.cpl—co ,,I W-50 4/-60 450 +/-50 +/.50 +1-50 +/-60 +1-50 +1-50 +1-50 +/-50 +1-50 3S w-50 SHORT E 40 1 +1-50 +1-50 4/-50 +/-60 +1-50 +1-50 ti-so +/-so +1-50 -�/-50 "AftoZE I. SID z 42 +150 +1-50 1 +1-50 *150 +1.60 +I-8D + +1-50 +/-50 +1-50 SHORT 44 +1-50 +/-so +/.so 4150 +1.50 +I-SO +/-60 +1-,50 SIDE 'U +/-50 NOCHANGES THIS SHEET. in 46 41-50 +f-60 +I-SO +150 +1.50 +/-50 +150 460 1 48 +1-60 +150 +/-50 +1-50 W-50 +1-50 +150 LONG SIDE V) 60 "1-60 +/-50 +1.50 +I-SO +/-50 +/-50 +1-50 MAX.O.C.SPACING IF ANCHORING MAX,D.C.SPACING IF ANCHORING T- 62 +/-So +I-SO +1-50 +/-50 X THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ....T 54 +1.50 +I-SO +1-50 W-50 LONG q-150 +/-w +/-so APPLIES TO A,0,C OR D ANCHORS APPLIES TO E OR F ANCHORS SIDE SIDE (5 (SEE TABU 2) (SEETABLE 3) W 7 -It 66 15" 3,5°FOREANCHOR5, IFANCHORS 60,976 4.1-50 Of V) (9 N •7--cl 0 c1l SHORT 0 m O TABLE 7. SIDE 0- 83 ani F8 d ;-7 LL Window Design Pressure, psf) Use umft tabl x US for Glass 11 118"T Cap-Airspace-7/16"A/A With PVB Type: F- Ir DAIG LU Window Long Side(m) > Dimensions 60.926 64 1 66 68 70 74- 77 80 84 87 92 97 99 :E! a 32 4-1-70 +1-70 +/-70 +/70 +770 +1-70 +1-70 +1-70 +14 +1-70 +1-70 +/-70 +/--,D 0 LU LL 0 34 0-70 +1-70 +)-70 +1-70 +1-70 +1-70 +1-70 +170 +/jO +1-70 +/-TO +/70 W-70 38 +/-70 +/-70 +/-70 41-70 +1-70 +/-70 +1-70 +/.70 +/-70 +/-70 +1-70 +f-70 +1-70 lu laagp 38 +/-70 +1_70 +1-70 +1-70 +170 +1-70 +/-70 41-TO +/-To +1-70 +1.70 +/-70 6D 40 .70 +1-70 +1-t +/-70 +1-70 +/70 +1-70 +/70 +/-70 +1-70 +1-70 U) z 42 +I-TO +/-M +1-70 +1-70 +1.70 +/-70 +/-70 +170 +1.70 +1-7D 5 m w 44 +1-70• +1-70 1 +1-70 +1-70 +1-70 +/-70 1 +1-70 +1-70 +1-700 x LL L , rn 46 +f-70 +1-70 +1-70 +1-70 W670 +/.70 1 +1-70 +/-70 Ec'j n C9 48 +t-70 +1-70 +1-70 +1-70 W-70 +/-70 +/-70 cn rn w 60 +f-70 +1-70 +1-70 +/-70 +1-70 +1-70 22 52 +1-70 +/-70 +1.70 +1.70, +1-70 MAX.O.C.SPACING IFANCHORING MV..O.C.SPAONGIFANCHOPJNG THR0UG4THEFRAMEPERSHEEfS3&4 THROUGHTHEINTEGRALFINPERSHEET4 54 +/-70 4/40 +1-70 +1-70 APPUESTOBCORDANCHORS APPUESTDFANCHORS It 06 +/-70 +/-70 +1-70 (SEE TABLE 2) (SEETABLE3) NOTES: 68 +1-70 +1-70 4" 1)BUCK DIMENSIONS SHOWN. 60.926 +1-70 P1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE = NEXT AVAILABLE SHORT OR LONG DIMENSION, : 66 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN 0 STA THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. &.......... G 'ONAL A.LYNN MILLER,P.E. P'S.9 50705 TABLE 6: A Window Design Pressure,(+/-psf) Use this table torGass 12 3116'A Cap-Airspace-7/16"A/Awith PVi3 Trees: W(ndow ' Lang Side(in) TABLE DIMENSIONS MAYBE Dimensions 09.649 71 73 75 78 80 85 66 Be 42 96 99 ORIENTED VERTICALLY OR 32 +1-70 +/•70 11-70 +l-70 +1-70 +170 +1-70 +l-70 +1-70 +1-70 +/-70 +1-70 HOR20NTALLY AS SHOWN. ' 34 +/-70 +/-70 +l70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +1-70 +1-70 LONG PForrucr=MSED ' 36 +1-70 +/-70 +1-70 +1-70 +/f0 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 SIDE s-,10 Cm X17-'h -• LONG SIDE ,�/ Binding Cots 36 +/-70 +/-70 +/70 +1-70 +1-70 +1-70 +1-70 +)-70 +/=t0 +1-70 +170 +1-70 %' AcccPinccPlail1-ObIA E,),- 40 +/-70 +/-70 +;•70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-74 T- E'Firatio°DMc ,� eftJ`l'T.! 42 +170 +1-70 +1-70 +770 +t70 +170 +/-70 +1•i0 +1-70 +l-70 +/-69.5 4•/-66.7 SHORT SIDE if Lfi V.^.tt^.Fmuhtct Ct; _ 44 •I•l-70 +1-70 +/-70 +/-70 +1-70 +1-74 +1-70 +170 +1-70 +/-69.9 +t-66.4 +1.63.7 SHORT i 46 •N-70 +1-70 +/-70 +/-70 . +/-70 +1-70 +1-70 +/-70 +/•59.9 +I-67.4 +1.53.9 +/-61.7 SIDE r--- NO GRANGES THIS SHEET. 4$ •H-70 +1-70 +1-70 +t-70 +1-70 +1-70 +1-70 +J 70 +/•6i,8 +1-65.3 +1.61.9 1/•59.7 v 50 +/-70 +/-70 +1-70 +1-70' +1-70 +/-70 +1-69.5 +/-6$.5 +1-65.9 +1-63.4 +1-59.9 ----���--- 52 •H-70 +/-70 +/-70 +/-70 +/•70 +/•70 +/-67.8 +/-66.9 +/-64.2 +/-61,6 I••^- LONGSIDE -• a N 54 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-66.2 +1-66.3 +/-62.6 56 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.2 +l-64.7 4•l-63.8 SNORT LONG 57 11-70 +1-70 +1-70 +/•70 +/-69.8 +1.6&1 +164 SIDE � SIDE Y. ffi d T •� 60 +/-70 +/-70 +/-70 +1-69.7 +1-67 +1.65.3 ..t._ W z> 62 +/-70 +t-70 +/69,9 +/67,9 +1$5.2 MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANOtORING (} THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL Fi11 PER SHEET4 - O Off, O 64 t•1-70 +1-70 +1.68.3 +/-66.3 _ U) $t„a Q o APPLIES TO B,CORD ANCHORS APPLIESTOFANCHORS 66 +7-69.9 +!-6$.9 +1.66.7 (SEE TABLE 2) (SEETABLE3) _� SHORT O m nN a LO 68 +J-68.4 +1.57.4 u•5„ 4„ SIDE 0_j o a m hg cz 69.649 +t-67.1 _LU cO o un�wo c 00 TABLE 9:- Lu t2lt co Window Design Pressure,(+!-psf) usethisti- o 7 3/16"T Cap-Airspace-7/16"A/A with PVB rocas3 13 r z ° vUi Window Long SIdo(in) O _j C) Dlmenofons 6(1.649 71 73 76 78 80 85 86 89 92 96 __99 • 4 co 32 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 m p' t j FaayS Lo N 34 +1.70 +170 +1.70 +/a0 +170 +1.70 +1-70 +470 +1-70' +/-70 +/-70 +170 36 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +J-70 +/-70 +170 +470 +1-70 +170 U) 2 38 4.1-70 +/•70 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +!-TO +1.70 4 a LU 40 4•1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1.70 +/-70 +1-70 +/-70 p X• o 4L ! N 42 i1-70 +1-70 +1-70 +(-TO +t-70 +/-70 +/-70 +170 +t-70 +t-70 +1-70 +1-70 w r (g ' 44 +•/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 0 } 46 +1-70 +1-70 +t-70 +1.70 +/-70 +/-70 +/-70 +J-70 +1-70 +1-70 +1-70 +/-6&B > a c 48 4.1.70 +/-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 •N-70 +1-68.8 +/-66.3 -M •as,,sauas -0 50 +1-70 +l-70 +1-70 +/-70 +/-7D +/-70 +/-70 +/-70 +/-70 +/-70 +1.66.6 tj1 1//rT - � 52 +/-70 +170 +1-70 +/-70 +1-70 +14D +1-70 +/-70 +/-70 +/-6&6 �.�\�QtaY LYIVIV 54 +/-70 +/-70 +1.70 +/-70 +l-70 +1.70 +/70 +l-70 +/64.5 NOTES: 1)BUCK DIMENSIONS SHOWN. Q'r• 56 +1.70• +/•70 +/-70 +/-70 +/-70 +1.70 +/-70 +/•f0 57 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +t-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE- NO-58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +1-70 +/-70 .+1.70 +/-70 +1-70 +/-70 -_-D - ` 62 +t-70 +/-70 +170 +/-70 +/-70 NW-O.C.SPACING IF ANCHORING MAX.O,C.SPACING IFANCHOnING 3)FOR ARCHITECTURAL WINDOWS SHEET 2), •"� 'r� : ti THROUGH THEFRAMEPERSHEET53&4 THROUGHTHEINTEGRALAN PERSHEET4 FIND THE SMALLEST SOUARE WINDOW SIZE IN �p'L�'-. ST TE F 64 +1-70 +/-70 +!•70 +i-70 - - THE TABLE(5)ABOVE WHICH THE ARCHITECTURAL F<ORIOf�,.•' \.`,��`• APPLIFSTOB,CORDANCHORS APPLIES TOFANCHORS i S 66 +t-70 +/-7p +/-70 WINDOW WILL COMPLETELY FIT WITHIN. -•"••' 68 t/•70 +/-70 (SEETABtE 2) (SEETABLE 3) /7/I AIAL111 1�Ct�t 69.649 +1-7Q 15.5" 3.9" A.LYNN MILLER,P.E. P.E.t!56705 TABLE 10; Window Design Pressure,(+I-pso use or Glesless .. l� s 14 3116"A Gap-Airspace-7/16"AIA with SG Type: Window . Long Side(in) Dimensions 6g,5gg 71 73 75 TB 80 85 SG 89 92 96 99 TABLE DIMENSIONS MAY BE qC _ ORIENTED VERTICALLY OR 32 +601-110 +8D/-110 +SO6i 1D +SOt-110 +801-110 +801110 +80!-110 +BO1-110 +801-110 +801-110 +801-110 +841-110 HORIZONTALLY AS SHOWN. 34 +801-110 +801410 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-109,4 +80/-105.3 '+80/-107.6 LONG PRODUCT Itz-VISEs-A. 36 +801-NO +801-110 +801-110 +801-110 +801-109.5 +801-108.6 +801-106.8 +801.106.6 +801-105.5 +001-104.7 +801-103.6 +BO1-102.9 SIDE k-•+-••- LONG SIDE f/ Lt°sta;ng+.`.t+''w^ g•a_at�t4,-09' 38 +80/-109.7 +80%108.9 +801-107.8 +801-106.8 +801-105.5 +80%104,6 +801-1027 +801-102.4 +801-101A +B01--100.5 +80t-99.4 +80t-98.7 7' p„c�cnin.�rn.No 40 +001-106.3 +80/-105.5 +801-104.4 +801-103.3 +801-101.9 +80/401 +801.99.1 +801-98.7 +601-97.7 +8014S.B +801-95,7 +801-95 _ e'xplrnnunD:.i. ?D °FJ.)71� 42 +806103.3 +801-102.5 +801.101.3 +601-100.2 +801-98.8 +801-97.9 +B0/-96.8 +80/-95.6 +001-94.5 +801-93.5. +801-92.4 +00/-90.7 SHORT DE SHORT 44 +001-100.7 +901-99.8 +801-98.6 +801-97.5 +80/-9S +801-95 +841-929 +801-92.6 +801-01.5 +801-93.4 +801.87,1 +801-84.7 yimni sdoArcdect CutCm? - 46 +00/-98.4 +80/-97.5 +601-96.2 +80/-95 +801.93.4 +801-926 +80/-90.3 +80/•89.9 +80/-88.1 +60/45.5 +001-83.1 +80/-81.6 SIDE - 1-4 CHANGES THIS SHEET. 48 +301-96.3 +601-95.4 +80t-94.1 +801-529 +80t-91.2 +801-90.2 +801.86 +801.87.6 +801-84.6 +801426 +80/-80.2 +1-78.6 50. +801-94,6 +801.93,6 +601.92,2 +801.90.9 +84/-89.2 +801-88.2 +80/-86.4 +eDl-84.6 +8D/-82.4 +801.80.2 +1-77.6 .`s a 52 +801-93 +601.92 +80/-90,5 +80/-09.2 +801.87.4 +801-96.4 +80/-83.3 +00/-02.1- +80/-80,2 +178 '�- LONGSIpE •--� 's" V) N 54 +001-91.7 +801-90,6 +81-/-89.1 +80f-87,7 +801.85.8 +80t-84.7 +801-91.3 +SOt-80,4 +/-78.1 56 +801-90.5 +80/-89,4 +501-87,8 +801-66.4 +801.84.4 +001-83.2 +1-79.3 +/78.5 SHORT 1✓ LONG 57 +8p/-9D +80/-88.8 +801-87.2 +8D/-85.8 +80/-83.4 +801-82 +1-78.4 SIDE SIDE # ci � Y 60 +607-87.2 +80685 +601-84 +801-825 +641-80.1 +t-78,6 ED- -7- } AO• MAAX.X.O.C.SPACING IF ANCHORING MO.C.SPACING IF ANCHORING B' 62 +80/-84.6 +801-83.8 +801-821 +001-60.4 +1-78 0:o rn O THROUGH TNEFRAME PER 5HEE1S3&4 THROUGHTNE iNTEGRALFiN PEA SHEET4 O N 1- C 64 +89/-829 +8p/-S2 +801.80.1 +1-78.4 >-�. o al°a O 66 +801-81.1 180680.1 +1-78.3 APPUESTO B,CORDANCHORS (,�}t� _y D_^ t- ISEETABLE2) NOTAPPUCABL.E SNORT O ctrl w ••-r Er 6 Be6 +01 . 01-0 4 GLASS TYPES 14 THROUGH -e.) J 33.2" 17 MAY NOT BE USED WITH SIDE z LL . n un S 7 69,649 4.1-77,7 J-CHANNEL OR INTEGRAL ®FIN FRAMES. •TABLE 11• {.3 Cf-7 C) Window Design Pressure,(+I-pst) WeNis IBaE a W a v -a for Glass Type: 3116"TCap-Airspace-7/16"A/Awith SG Typ1 r m Winch!+ Lmg Side(n) O -1 O Dimensions 77.76 79 81 83 86 87 91 94 a 99 104 107 111 Z Q 38 +801-110 +80/-110 +801-110 +81--110 +806110 +80/-110 +801-110 +801.110 +001-110 +801.110 +801-110 +801-110 +801-110 S• H m Q W Iaai _ 40 +801-110 +801-110 +801-110 +&Y-110 +801-110 +801-109.9 +801-108.5 +801.107.5 +801-106.9 +80t-106.1 +801-104.8 +001-104.1 +801-103.3 0 "' •0 x 42 +001-110 +81-.109.8 +801-108.8 +001-107.9 +801.106.7 +801-106.3 +801-104.8 +801.103.8 +801-103.2 .+801-100.8 +601-9'7.7 +80f-96.4 +801•D1.8 � to t�- 44 +601-107.3 +801-106.7 +80/405.7 +801-104.7 +801.103.4 +80/•103 +801-101.4 +801-98.6 +801.93.7 +80/-041 +801.91.4 +801-9D.3 +80689.2O G a1°a 48 +806102 +801-101.3 +801.100.3 +841-99.2 +BOt-97.3 +601-93.2 +60'-92 5 +801.90,4 +801.89.2 +001-07.3 +80684.4 +001-627 +801.00.5 ¢ w EL ' GO +601-99.8 +80/--9.1 +80/-98 +80/•96.9 +601.93.9 +801-93.1 +801-89.9 +801.07.7 +801.06.2 +00/-843 +80681.1 +1-79.3 t/-77 0 -, EDofED 51 +801-90,8 +801-98 +801-98.9 +801.95.8 +801.928 +801-92 +80'-88.7 +80/-06.4 +801-85 +001-628 +/-79.6 +177.7 +1.75.3 54 +801-:5.1 +80195.3 +86.94 +801-921 +801-89.4 +BOt 88,5 +8(Y-86,1 +80/-627 +80161,1 +i-78.9 +t-75.3 -t-73.2 +1•70.6 - j C3 n 55 4.801.94 +001.93.2 +80!•91.6 +801-90.1 +80/-87.2 +801-88.3 +8(Y.823 +801.60.2 +/-70.6 +1-76.3 +6725 +170.5 Lal+l •�saQ sa�z - v 68 +801-91.4 +80016 +81-.89 +001.87.5 .+80/•85.1 +80/-84.2 +801.80.6 +178 +/-70.3 +/-73.8 +/-70.2 ti L 1 t 411 1 f 111 r c 61 +601-67.8 +80f-07 +80685.3 +801-83.6 +801.61.2 +601-8D.6 +1-77.3 +1-74.6 +17?_B +1-70.4NOTES: `\ (yA\1 i_)'&I/VIt��i� ai 63 +801.85.5 +801.84.6 +601.82,8 +801-81.1 +/78.8 +/-78 +1-74.8 +/-723 +1-70.8 � .•'' '� 1)BUCK DIMENSIONS SHOWN. ` 1,•1GEN S- 64 +801-84.4 +80683.5 +801.81.'7 +1.80 +177.5 +/-76.8 +1.73,5 +/-71.2 F:' -13 68 +801 822 +801-812 41-79.4 +/--77.6 +175 +1-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NO.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 68 +1.80 +/-79.1 +/-77.2 +/-76.4 +1-727 +/•71.131 ,+^ c - 70 11.76 +1-77.1 +675 +1.73.2 +170.5 MAY..O.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), •, C7 !J^` _ THRDWH THE FRAME PER SHEEFS3 Pa4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN �Q'• ST•ATE�F��•:•• � 72 +/-76 +1-76 +1-73 +1-71.1 APPUESTOB,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 74 +/-74.1 +1.73 +1-71 (SEE TABLE 2) NOTAPPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. i 76 4./-722 +1.71.1 13.2" lilt 10" 77.76 +/-70.6 j A.LYNN MILLER,P.E. P.E.#58705 'TABLE 12; Usethl3table 1 ITABLE DIMENSIONS MAY BE Window Design Pressure,(+I-psf) for Glass ORIENTED VERTICALLY OR 1/8-TCap-Airspace-7116"HH with SG Type: HORIZONTALLY AS SHOWN. Window Long Side(n) LONG Dimensions 60.9260 74 77 so 64 1 66 - 68 1 764 87 92 97 99 SIDE I - I �— LONG SIDE — . / I 32 +801-110 +80/-11 +801-110 +801.110 -f-- REVISW 34 +301-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-111) +80/-I10 +801-110 +Sot-110 co,noli.z N-Ath.if'.R-idc -110 +801-110 SHORT 130di.gcode 30PI-I 10 35 +80/-110 +801-110 +801-110 t60/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/ SIDE 38 +001-110 +BDI-110 +801-110 +8D/-110 +801-110 +80/-110 +80/-110 +801-110 +80f-110 +801-110 +801-110 +SDI-IIO ell srm r"It A,05110 +,O,_,Jo 4801-110 +801-ilo +Somic +B01-1 to +8W-11D +Somlo +801-110 +00/-110 SIDE `40 , +301-110 +801-110 +80t-110 SHORT y4imff6c Product 42 4801-110 +801-110 41301-110 +80/-110 +801.110 +80/-110 +801-110 +801-110 +801-110 44 '+801-110 +806110 +806110 +801-110 +80/-110 +80/-110 +001-11D +801-170 +801-110 U5 45 +801-110 +801-110 +Somlo +80/-110 +801-110 +80/-1I6 +601-110 +801-110 LONG SIDE NO CHANGES THIS SHEET. 48 +1101-110 +8D1-110 +801-110 +801-110 +801-110 +001-110 +801-110 T— to 5-0 +ITot-ljo +801-110 180f.110 +801-110 +801-110 +60/-IID SHORT LONG 62 +001-110 +801-110 +801-110 +801-110 +801-110 — M.0,C SPACING IF ANCHORING MAY.D.C.SPACING IF ANCHORING SIDE SIDE 64 +801-110 +80I-110 4801-110 +ao/-Ilo THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 - APPUES TO 5,C 08 DANCHORS a +801-110 48of.110 (SEETAI)LE2) NOTAPPUMLEci ca_- 68 +BOl-110 +841-110L--j GLASS TYPES 14 THROUGH > 60.926 +001-1 17 MAY NOT BE USED WITH SHORT Lu 55 SIDE J-CHANNEL OR INTEGRAL 0 U) 0 9 FIN FRAMSS. I >-t,- 9 T -0-50 C) C) TABLE 13• C)Ir U') Use this table! -,C9 0 x Window Design Pressure,(+I-prf) 0-10 for Glass 1 0 z UI 3M 6"7 Cap-Airspace-7116"HIH with SG Type: LU Window Long Side(in) () coo LU 96 99 104 1 107 ill 118 120 125 136 1 144 1- 2 , �E� Dimensions 7 o" Dmc- 77.76 79 all 83 86 87 91 S4 Lu 10 1-+801-110 +80t-S10 + 1-11 + - + + - + - + 36 +801-1110 W W 0 40 +801-110 +1101-110 4801-110 +801-110 +801-ilo +801-110 +801-110 +801-110 +801-110 +801-110 +Sal-llo +801-110 +801-110 +Sal-110 +80/-110 +801-150 +60/-Ilo +801-11 U) ti 42 +001-110 +801-110 +801-110 +801-110 +B01-110 +801-110 +001-110 +801-110 +801-110 +SOJ-110 +801-110 +001-110 +801-110 +1101-1110 +01-110 +001-110 +80/-IIC) +801-1110 44 +001-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +601-110 +Scv-lio +801-110 +Somla +801-110 +801-110 +801-110 +8111-110 +801-110 +801-110 +80/-110 48 +001-110 +80/410 +80/4110 +8D/-110 +80I-110 +Somlo +801-110 +80/-110 +801-110 +801-110 +11DI-110 +801-lio +&D/-110 +80/-110 +801-110 +80/-110 Lu !E!L so +001410 +801-110 +801-110 +801-110 +801-110 +601-110 +30/-110 +80/-110 +801-110 +li0/-110 +801-110 +80/-110 +801-110 +80/-110 *801-110 (0 61 +801-110 +801-110 +801-110 +801-110 +801-110 +So/-110 +601-110 +BDI-llG +80f-110 +4101-110 +801-110 +sot-110 +80f-110 +80/-110 U) z C) LU 64 +001-110 +801-110 1 +801-110 +80/-110 +801-110 +801-110 1 +801-110 +1101-110 +801-110 +801-110 +601-110 +801-110 +80/-110 < Lu n: S 0 +801-110 +801-11D �,5 fl- 66 401-110 +801-110 +801-110 +aOI-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-ll 0 U- 7-* U,) 5B +80/-110 +801-110 +801-110 +801-110, +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-150 60.926 +001-1 nl +80 61 +001-110 +801-110 +801-110 +Bat-1 10 +601-110 +801-110 +601-110 +1301-110 +801-110 +aomio v z UJI -63 +Vomio +801-110 +Somlo +001-150 +80/410 +80/-110 +801-110 +801-110 +806110 64 +80/-110 +801-110 +S0I-110 +SDI-110 +801-110 +801-110 +801-110 +801-110 66 +80f-110 +8,01-110 +801-110 +1101-110 +801-110 +801-110 +801-110 68 +601-110 +801-110 +801-110 tool-110 +1101-110 +60/-110 Ly MAX. INGIFANCHONNG MAX.D.C.SPACING IF ANCHORING 70 +801-110 +801-1110 +801-110 +01-1110 +80/-110 , D.C.SPAC Q, IHROUGHTHEFRAMEPERSHEF;TS3&4 THROUGH THE INTEGRALFIN PER SHEET4 72 +B01 -110 +S01-110 +801-110 +801-110 74 +8111-110 +806110 +80/4APPUE570 BCORDANCHORS N0.58105 10 (SEETABLE2) NOTAPPUCABLE 76 +001-110 +801-110 •1z 77.76 +60f-110 4u-Z -0 -IE F TES: 1)BUCK DIMENSIONS SHOWN, 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS/SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY PIT WITHIN. P.r.#58705 i 1.376° 3 062" 3.500` 062" 3.500' 062' 3.600' 062' - . 355' d , _ ANCHOR COVER 1.483" 1A83' 1.403 1.483' If (�•�f 864' nn'( � � ^ • 301' L! �, .I • .625, (�1.375" 1 J-CHANNEL'FRAME �l FLANGE FRAME 1.375' a INTEGRAL.FIN FRAME V EQUAL LEGIBOX FRArvtE � I4 k - J -111 EA7. ALUMINUM SILICONE HOT-MELTBUTYL &ANT MENT POLYISO- PT FILL AREA ` .864' .175' STRUCTURAL BUTYLE AL -• . SILICONE SEAL116•NOM. STRUCTURAL 3110°NOM. 1!4'NOM. WIAM COPOLY3508U_YLEN TH BUTWITH DESICCANT I .DESIC1^ - - - -- _ ._ - __ _ - _ - -- FSTAINLESS STEELINT.G ROLL-FORMED ' -" EXT.GLASS •-EXT-GLASS—// EXT.GLASLASS EXT.GLASS MITERED INT.GLASS INT.GLASSASS CORNERS WITH KODISPACE61 SUPER DURASEALO �XL EDGETM - INTERIOR AND ® TM 82 �:-.r EXTERIOR 4SC TPS SPACER NXT SPACER SPACER WELDS TABLE 14: 9 Part Description Material .itODUcTREVISM 1 620117 J-channel Frame PVC c.complying with 41iFderuJ R"ad�Cua: � �\ 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVCBY Sqz rat on � � 0 4 620120 Equal Leg/Box Frame PVC Mi MI OnaoPrw7�:rr. , 5 620133 Anchor Comer PVC 6 720136 718"Glazing Bead PVC NO CHANGES THIS SHEET.. FRAME ~ 6 7 720135 1"Glazing Bead pVC ASSEMBLY DETAILS 1 74 BaOkbadding,GE 7700 or Dow 791 Silicone ;� 78 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+/_5 duro. EPDM EXTERIOR \. 1 1`111 111 rr 1070 TECHNOLOGY DRIVE �aY�YS�✓Z� + N.VENICE,FL 34275 `��?' L1cEN F•,1�fi�,/ NOTES: (941)-480-1600 NO.58705 -_ Par3 iK Daecri tI¢sta Material 1)SOME PARTS NOT SHOWN FOR CLARITY. p 2)J•CHANNEL FRAME SHOWN,PART 41.OTHER ®. _ = FRAME TYPESAPPLY: COPYRIGHT020+7 PGTINLIUSTRIES,INC. 'D _ 80 Kommeding 4SG TPS Spacer System - CERT.OF AUTH.#29296 ALL RIGHTS RESERVED '� '; j'I •• �" Sae Ibis 3)ITEMS#8-73,75-77879 ARE NOT USED AND ARE %ta ST TEt7F" / ;'•�••_ 81 Quanex Super Spacer nXT with Hot Melt Butyl NOT PART OF THIS APPROVAL. VINYL FIXED WINDOW NOA LM&SM 919!14 i�� '•. 1pR1DP,,• 82 Qusnex Duraseat Spacer Sheet!Or 4)ENERGI PVC TO BE LABELED FORAAMA ( ) 8 ' S'S ����• 83 Cardinal)(L Edge Spacer MatBrialS EXTRUDER CODE. o BOM&ASSEMBLY o a J ROSOWSKI REFERENCE TEST REPORTS:FTL•8717,8968&88970 3 _ A.IYNN MILLER,A.E: y PW 5520 NTS 11 OF11 oz° MD-5520,0 r B P.E.MILLER