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HomeMy WebLinkAboutProduct Approval MAW MIAMM-DADE COUNTY mms PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOINHC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCE-DTAY,CE _de.gov/econom - .L www.miamida PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). Tbis'NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their.juniisdbction. RER reserves the right to revoke this acceptance, if it is determined,by'Miami-Dhde Courity Prod-act Control Section that this product or material fails to meet the requirements of theapplicable building code. "This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High VelbciL -Hunmicane one. PV_ DEscmpnon,seii "PSV- 520 Vinyl"PVC F�Lxed�WW!nd�ow—L.MT .I. T. winz It e e iny .I. dWindow NOA (LM&SM)", APPROVAL DOCUINiHNT. rawang sheets I 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.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. YkSSILE.dl PACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting' the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date ruay be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. !NSPEC'flON: 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 approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. V-0614.09 April 0 1 CHAM)DADE COUNTY Expiration Date: Ap i 30,202 D Q. 6-AppZ3roval;jul NOA er i2 ,i-7 i po] j/17 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE 8 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 14-0930.25) 2. Drawing No.MD-5520.0 titled"Vinyl Fixed Window NOA(LM&STW)", sheets I through I I 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. TESTS 1. 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseat6 spacer system, Super Spacero NXTfM spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalrais Ortega,P.E. (Submitted under previous NOA No. 16-0629.12) 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 Press-are Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7897,dated 08/01/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under JV0A No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with YBC-5th Edition(2014),dated 09/18/14 and 04/07/15,prepared by manufacturer.,signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder IYOA No. M-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Mandel F�efe—zllp Product Control xa iner, NOA No.1 -- 614-09 Expiration Date: April 30,2020 Approval Date: October 26,2017 FGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERL41 CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Runray America,Inc.for their "Trosifol@ Ultraclear, Clear and Color PVB Glass 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 "SentryGlas@(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04116/20. F. STATEMENTS 1. Statement letter of conformance,complying with FISC 5th Edition(2014) and FBC 61h Edition(2017),dated August 29,2017,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. Statement letter of no financial interest,dated June 9,2017,issued by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted wader previous NOA No.16-0629-12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "TW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manvelge-�iz,P.E. Product ontr tcaminer NOA Seo. 7-x614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 GENERAL NOTES:SERIES 5520 IMPACT RATI-In-_� DESIGN Pgj$�..E--.G� 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). MAX.BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX,BUCK WIDTH(SHORT OR LONG SIDE)SEETABLES 4-9 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.D.C.SEE 1,25"MAX. FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVH7_THE OUTBOARD 9,SEE TABLES 4-1 6*MAX. 0,SEE MAX.D.C.SEE TABLES 4-9 LITE(CAP)MUST TEMPERED. HEET SHEETS S 4 PROI?UCTRLQ VISGD 3)FOR MASONRY APPLICATIONS IN K41AMI-OADE COUNTY,USE ONLY MIAMI-DADE COUNTY con y APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE �4ptmm - SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE ANCHORLIGHT WIDTH MAX BUCK LIGHT WIDTH VISIBLE TYPE. I HEIGHT,SEE BY 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLATIONS. F--: -—-—-—-—-—-—-—------ TABLES 1.11 -—-—-—-—-—-—-—- -- PraduciCasXr - IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I I (LO OR • A� Exp Dd. BUCKS DEPICTED AS 2X ARE I-1r2THiCK OR GREATER.IX AND 2X BUCKS MHEN USED) SHORT SIDE) TR_06106117-UPDATED BLE SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK I VISIBLE It VISIBLE ANCHORAGE TO FEC 2017. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A LIGHT A.SEE C LIGHT C,SEE ARCHITECT OF RECORD,(AOR). HEIGHT SHEET J HEIGHT • SHEET4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK STUCCO.USE ANCHORS OF*SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION i t f ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR WATER HEIGHT.SEE RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS MID IS BEYOND THE MAX O.C. TABLES 4-9 SCOPE OF THESE INSTRUCTIONS. SEE TABLES (LONG OR 9 rn 4-13 I MAX,O-C. I SHORTSIDE) LU 6)MAX.IM SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE ag IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIEDIt TABLES 0) a) a2 LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS— 4-9 =pa 0 0 IMPOSED ON THEM BYTHE WINDOW. S. MAX. D .1.25"MAX. ­4 0 C) -- 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL CD Mi A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME z il�. 7ea A. FLANGE FRAME(90°CORNERS) FRAME(90-CORNERS) F ANALYSIS AND GLASS PER ASTM E1303. X LU C5 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,S17RUCTURALJ CYCLE TEST (ANCHORED THROUGH NAIL FIN) u :E PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.26'MAX. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 6'MAX z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS THE 33-1/3%STRESS INCREASE 6"MAX' F- CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. 0 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.O.C.SEE O.C. MAX.O.C. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE S££4A13LES TABLES 4-9 SEE W 0 Z w4s TABLES a — FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-9 z 0) 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. 0 CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING VIS113LE SEE TABLES VISIBLE z 5T.—.S JURISDICTION, LIGHT 4.13 LIGHT --z;- N NOA;ELCO CRETEFLrX NOA; HEIGHT HEIGHT 0 M Of 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACO MAX.SUCK W 4� ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LM WHITE MAX. f Lo z BUCK HEIGHT.SEE Z w BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS:NATIONAL DESIGN HEIGHT, TABLES 4-9 (9 a- SPECIFICATION FOR WOOD CONSTRUCTION,ANSIW&PA NDS&ALUMINUM DESIGN MANUAL 5; TABLES 4-9 (LONG OR 11)"PVB"=.090"TROSIFOL(D PVS BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE) 'SG"=.090"SENTRYGLAS 0 INTERLAYER BY KUPARAY AMERIC&INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH v 6. ...........4`41 MAX / GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS • \� MtCEw4e...tz ELEVATIONS I WIDTH:BUCK WIDTH-4-311T MAX,D.C. 6*MAX. 1.25' MAX D.C.SEE TABLES 4.9 1.2V.MAX Z* No.637oS FRAME,GLASS&ANCHOR' HEIGHT.BUCK HEIGHT-4-3/16" MAX. OPTIONS.....,. ......2 SEE TABLES 4-13 INSTALLATION,FLANGE& CODES I'STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-13 MAX,BUCK WIDTH SEE TABLES 4-9 - EQUAL LEG..........................3 L (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) INSTALLATION.INTEGRAIN& -2017 FLORIDA BUILDING CODE TRC),6TH EDITION N -2014 FLORIDA BUILDING CODE(FBC),STH EDITION TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& STA F J-CHANNEL..........................4 -ASTM E1300-09 J-CHANNEL FRAME(GLI D OR LID FLANGE FRAME(CURVED GLAZING DETAILS- :A SI1AF&PA NDS-2015 FOR WOOD CONSTRUCTION DESIGN PRESSURii' -10 ANGLED CORNERS) "it,ONAL ..................6 LUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) 1, ASSEMBLY 1"I (ANCHORED THROUGH NAIL FIN) "lift it AISj SIGO-12 -AISC360-10 A,LYNN MILLER,P.E. P.E.#58705 -------------- TABLE 1: Glacs Description Table *A'=ANNEALED WINDOW FRAMES MAY BE ANY OF OSE SHOWN BELOW. Type 0 'H"=HEAT STRENGTHENED - ; 'T'=TEMPERED 7 718"Laminated I.G.:1/6'A Exterior Cap+7/1 T Air Space+5119'Laminated;(2)Utes of 118"A Glass with.090'PVB Interlayer 4 'PVB"=.090"TROSIFOL@ 8 710'Laminated I.G.:IjW T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Lites of IJW A Glass with.090'PVB Intedayer 5 PVB BY KURARAY 9 7/8"Laminated I.G.:3116"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 6 AMERICA,INC. BOX OR _ 'SG"=.QSTSENTRYGLASO EQUAL 10 7/8"Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5tI6`Laminated;(2)Utes of 1/6*A Glass with.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLAN LEG 11 1"Laminated I.G.:118"T Exterior Cap+7/16'Air Space+7116'Laminated;(2)Liles of 31116"A Glass with.0917 PVB Interlayer 7 AMERICA,INC. 12 1"Laminated I.G.:$116'A Exterior Cap+318"Air Space+7116'Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 8 13 11 Laminated LG.:3116!'T Exterior Cap+3/6'Air Space+7116"Laminated;(2)Lites of 3116'A Glass with.3w PVB Interlayer 9 14 V Laminated I.G.:3116"A Exterior Cap+3WAIr Space+7/161 Laminated;(2)Utes of 3/16"A Glass with.090"SG;Interlayer 10 15 V Laminated I.G.:3/16"T Exterior Cap+3/8'Air Space+7116"Laminated;(2)Utes of 3116'A Glass with.090"SG Intedayer 11 CLASS TYPES 14 THROUGH 16 1"Laminated I.G.:118`T Exterior Cap+7116'Air Space+7116"Laminated;(2)Utes of 3116*H Glass wish GW SG Interlayer 12 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 17 1'Laminated I,G.:3116'T Exterior Cap+316"Air Space+7116"Laminated;(2)Lites of 3/161 H Glass with.09T SG Interlayer 13 FIN ES. J-CHANNEL INTEGRAL FIN TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. 'MIN.OF3TKREADS Distance Embedment` BEYOND THE METAL cc P.T.Southern Pine(SG=0.55) 1-3/6- SUBSTRATE, #14 SMS Steel,A36" 318, 0.050, 'UNGROUTED CMU" (steel,I"S.S. Steel Stud,A653 Gr.3W 31`61 0.0451"(18 Ga,) VALUES MAY BE A or 410 S.S.) Aluminum,6063-TS' a(&, 0.050" USED FOR GROUTED P,T.Southern Pine(SG=0.65) 7116, 1-318' CMU APPLICATIONS. 3116"steel Ultracon Concrete(min.2.85 ks 1) 1. 1-3/8" Ungrouted CMU,(ASTM C-9D) 2-1/2" 11-1/4" #12 SMS P.T.Southern Fine(SG=0.55) 9/16" I-we, ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Steel,A36' 318' 0.050, BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13.SHEETS 6-10. (steel, Steel Stud,A653 Gr.33* 319' 0,0451"(18 Ga.) or 410 S.S.) LONG LONG LONG SHORT B Aluminum,6063-T5* 3/8- 0.063" F-----7- SIDE SIDE SIDE SIDE 1/41 steel Ultracon P.T.Southern Pine(SG=0.55) 1. 11-3ta" PRODUCT REVISED P.T.Southern Pine(SG=O. T, 1-318" 1/4'steel Cretellex 55) complying with 1h,Oarda 00 CC& w 0- GRr j 1 E 112 13 14 arE FINI�l [A --7 F- Doe 1/4"steel Aggre-Gator P.T.Southem Pine(SG=0.55) 1-3/8" A,- 141 . 1/4"steel Ultracon Concrete(min.2.85 ksi) 1-314" Pita' 2D 1-1/4" C Ungrouted CMU,(ASTM C-90) Ji 1. LONG LONG LONG LONG LONG By IW steel Creteflex Concrete(min.3.35 ksi) 1-314" SIDE SIDE --I SIDE SIDE SIDE Mi. Da&Produ�4 0 114"Steel Ultracon Concrete(min.2.85 ksi) 2-112" I-W4' Tr-- - --' I T All T Tr' -- Concrete(min.3.35 ksi) 2-1/2" I-W41' I ,u NO CHANGES THIS SHEET. Xw �w cro a:0 �2. V4"steel Creteftex1-1141 09 0 0 OOK D Ungiouted CMU,(ASTM C-90) 2-112° vj ro x rn -Gator Concrete(min.3.275 kel) I/-2' I-We, - . I / w w w 0 U 1/4"steel Aggre Grouted CMU.(ASTM C-90) z --1 2" L j TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min,Edge Min. Substrate Distance Group Anchor EmbedmentLYNAI 'I, E 1070 E TECHNOLOGY DRIV W�4. 2-112*Rnfl-shank Rooting Nall P.T.Southern Pine(SG=.55) 3/8' 2-7116' Matefial Min.F, Min.F. N.VENICE,FL 34276 Steell Screm 92 ksi 120 MI (941)-480-1600 0-58705 010 Trusshead SIMS ---Aluminum,6063-T5- 318- 0.050" 18-8 Sciews0 ksi 95 ksi (steel.I"S.S. ksi -i-10-ksi QD COPYPJGW 0 2017 PGT INDUSTRIES.INC, Steel Stud,Gr.33* 3/8' 0.0451'(18 Ga.). - CERT.OF ALL RIGHTS RESERVED cr410S.S.) - Elco stao 57ksi 96 ksi F Steel,A38' 3W 0.05T -T55_ksl -177kSi • IF 'MIN,OF 3 Elco UltreCons VINYL FIXED WINDOW NOA(LM&SM) P.T.Southern Pine(SG=.55) 91161, 1-316" THREADS #12SMS 410 SS Elto CreleFlexG 127.4ksl 189.7ksi Aluminum,0063:m- 31W 0.0831, BEYOND TO n-wn --16-k-S-1 --:E-ksl GLASS/ANCHORS/FRAME OPTION (steel, S.S. d 5 Ste WKS1 1-g or 410 S.&) METAL THE J ROSOWSKI Steel Stu,Gr.33' 3187 0,05T �A, 1-H it lilt%%, Steel,A36` 318" ----6'050" SUBSTRATE. Or,33 Re-al Stud JJ KSI I 45 KSI PW-6520 NT MD-5520.0 a A.LYNN MILLER,P.E. P.E.4 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X " INSTALLATION DIRECTLY INTO CONCRETEtCMU. BUCKSTRIP INTO CONCRETEtCMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT SEE ANC ORED THROUGH )..a.--.a(-... EDGE DISTANCE 1/4'MAX FRAME INTO 2X WOOD .-• SHIM MAX. FRAME OR BUCKSTRIP. tr--- , Z q SHIM I-- SEE NOTE 2,THIS SHEET. -- EDGE DISEDGE TANCE T –{5 7 DISTANCE EMBEDMENT 4 FLANGE HORTYPE. FRAME _jL`1j r SHOWN O 0 �I--^�� 1'THICK 1.G. TYP.ANCHOR TYPE, 114"MAX. EMBEDMENT AND EDGE .1 l�JQ -EMSEDMENTAND TYP.ANC 2 SHIM - EDGE DISTANCE PER TYP.ANCHOR TYPE, DISTANCE PER ti's' I I SUBSTRATE,SEE SUBSTRATE, EMBEDMENTAND 11 6 EDGE DISTANCE PER SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. SUBSTRATE,SEE . 5 TABLE 2,SHEET 2. a•p0� i!S'THICK I.G. �O A FLANGEEXTERIOR VISIBLE LIGHT WIDTH FRAME EXTERIOR, EQUAL- NOTES: SHOWN V LEGt80X �–718'THICK I.G. BUCK WIDTH FRAME i)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 ALUMINUMISTEEL 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 1-1/2"THICK ARE TO BE CONSIDERED IX 11:FL—ANGE LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL tF HEIGHT #10 OR#12 STEEL 1/4`MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-W THICK OR SMS 2.S SEE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2.SHEET 2. r� DESIGNED TO PROPERLY TRANSFER LOADS TO THE PRODUCT REVISED STRUCTURE.WOOD BUCK DESIGN AND B Buil-vod, 8 o with t}v'itizr""'.1 INSTALLATION IS THE RESPONSIBILITY OF THE Baildiog Cade 17-0 Aeorystaaee Alo--,,tt1 ENGINEER OR ARCHITECT OF RECORD. �''—} •irattoa Dare�,y 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �Q DQ BY TO AS DAYLIGHT OPENING)IS MEASURED FROM fvLiami ado Product' l'THICK LG, BEADING TO BEADING. C� EG/BO C� ME LEG/BOX NO CHANGES THIS SHEET. WN FRAME TYP,ANCHOR TYPE,EMBEDMENTAND LJDEXTERIOR SHOWN n EXTERIOR 0 EDGE DISTANCE PER V a G] 4 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 11111 I I t 11I1r FRAME �1l4°MAX.SHIM SHOWN fi,`r�,I ,gyY L�.....1 n N.VENICE,FL 34275 e (941)-480-1600 Na.887tP5 EMBEDMENT - ,y. COPYRIGHT®2017 PGT INDUSTRIES,INC. VISIBLE LIGHT FORMULAS CERT.oFAUTH.#2szs6 ALL 177GRTsRESERVED '; 6 � INSTALLATION WIDTH:BUCK WIDTH-4.3!16" u d 5TH O � OPTION 2 HFJGHT:BUCKHEIGHT-4.3!16' VINYL FIXED WINDOW NOA(LM&SM) 919114fitDRIOP,. ANCHORED THROUGH EDGE DISTANCE � ot ///f SO �Cj✓`�� FRAME DIRECTLY INTO 4 FLANGE&EQUAL-LEG/BOX FRAMES o J ROSOWSKI //l/QRJAL CONCRETE/CMU. VERTICAL SECTION B-B11 b PW-55201�1 NTS y 3 OF 11 oz° MD-5520.0 a B A LYNN MILLER,P.E. H P.EA 58705 Wr NOM, WSW NO 718*NOK 7t8•NOM. VA— VA- 5/16"AIA PVB I 5/16"A/A PVB I 5/16'A/A PVB I 5/16"AIA PVB 7116"AIR SPACE-- 7/16'AIR SPACE-- 3/8"AIR SPACE 3/8'AIR SPACE PRODUCr RLIVISED Om Coit -iaw f1womo 1/8'AGLASS---\ 118"TGL.ASS--\ 3/16'A GLASS 3116"TGLASS---\ n-.ildigCoit 4.rA EXTERIOR <�]EXTERIORRIOR aEXTERIOR 1�1 A=ptm-No EXTERIOR \0 Expiration Da1tQ, '. �;vIJJ BY 80-83 80-88 80-88 80.83 IVI=, Dada radcetCoaBr GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10EANGES THIS SHEET. 1"NOM. l"NOM.. VN M. 1"NOM. ca 1 -nab 7116"AIA PVB 7/16"AIA 7/16'AIA PVB- 7/16'A/A SG------\ 7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 6 1/81,T GLASS 3116"AGLASS---\ 3116"T GLASS—, 3/16"A GLASS--\ UN U? 0-1 <:1 EXTERIOR EXTERIOR 1�3 EXTERIOREXTERIOR z t:.!E !ta 60 83 SQ 83 80 83 80 83 F- W --N na > GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o LL 1'NOM.. l"NOM.. z By Mialul Dad.PrAdW C-&01 < W 0 J.'S X CD 71WHII-I SG——---- 7116'H/HSG-----\ EXTERIOR 0 7/16'A/A SG- C'i 318"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 112"NOMALASS 1/8"T GLASS--\ 3/16"T GLASS 3/16" ---\ 603 BITE TYP. j en a- EXTERIOR a EXTERIOR a EXTERIOR 74 6 7 ``111th Nt11j11 GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 Z No.58705 or i,o ALED T T TE F "H*=ANNEHEAT STRENGTHENED GLASS TYPES 14 THROUGH -r=TEMPERED 17 MAY NOT BE USED WITH 'PVB"=.090"TROSIFOL@ J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL 0NAL'0 0-4, PVB By KURARAY AMERICA,INC. FIN FRAMES i 01IIIIiII0 ,SG*=.ODO"SENTRYGLASOA,LYNN MILLER.P.E. INTERLAYER BY KURARAY AMERICA,INC. P.E.#sons TABLE 4: Window Design Pressure,(+I-psf) use for Glass 7 1/8'A Cap-Airspace-5/16"AIA with PVB Typal Window Long Side(in) TABLE DIMENSIONS MAYBE Dimensions 54 56 58 62 64 66 72 76 so 84 87 ORIENTED VERTICALLY OR 51.05 18 +1_60 +1-50 +1-50 +1-50 - 4/-50- +/-50 +1_50 +1_50 HORIZONTALLY AS SHOWN. 41-60 +1-50 LONG -44�50 +/-50 +�-50 +/-So +/.50 +/-50 +1-50 +/-50 Pqorum REVISED 20 41-50 +1-50 +/-so— SIDE =Toviying ith sk-Vllelku 22 +/-Sn +f-50 050 +1-50 +1-50 +1-50 +1-50 +/-80 +I-5D 4/-!50 +/-50 LONG SIDE Building Code 1 A�"ptzuca Me T— ENPirallon Dau 24 +1.50 +1-50 +1-50 +I-5o +1-50 +l-50 +1_50 +1-50 4/-50 +/-50 +J-50 +1_50 ; SHORT 26 ---VMV +1-50 +1-50 41-50 +1-50 +/-50 +/-50 4/-50 +)-so 4/-60 +/-50 r: /�� SIDE Sr 26 +1-50 +1_50 +1-50 +1-50 +1-50 +1-50 +1-50 +1-50 +1-50 +/-so 41-60 +/-60 Mi.ni Dwro 64tta'CONX9 +/ +J-50 SHORT 30 +1`50 -50 +1-60 41-50 41-50 +/-6G +/-.0 +1-60 +1-50 41-50 SIDE 32 +1-50 +150 +1-60 +/50 +J-60 +1_50 +1-50 +1-50 +1-50 +/50 NO CHANGES THIS SHEET. 34 41-50 +1-50 +1-50 +I-So .41-50 +/-So— +1_60 +140 +1_50 36 +/-50 +1-50 +1.60 +1-50 +1-50 +1_50 +/5D +150LONG SIDE rn 38 +f-50 +/-60 +/50 +/-50 +/-60 +1-50 +/-50 12 40 +/-50 +1_50 +1-50 +1-50 +1_50 +140 Sl- FIT 42 --;/—.So +/50 +1-50 +150 +J-50 - MAX.D.C.SPACING IF ANCHORING MAX O.C.SPACING IF ANCHORING LONG SIDE A +/.50 +1-50 +1_50 +1-50 THROUGH THE FRAME PERSHEEFS3&4 THROUGH THE INTEGRAL FIN PER SHEE74 SIDE La 44 LU 9 46 +1-54 --:W-50 +1-50 rAP lUE-5 TO A .C 101 R D AN CHO R5 APPUESTOECRFANCHORS > 16 (SEETABLE2) (SEETABLE 3) :-� z8' C, 41 E . CO '.0B LL-=�d >-p n'5 70-0 0 c"I ------------- 0 C-4 SHORT 0 SIDE 0-j CD aur g C3 Z Ut t�� -.0 LU () Q TABLE S. LU D '-N z reUse M t.W Dma IVEndow Design Pressure,(+I-psf) las for Cs i/r T Cap-Aliv-pace-51W A/A with PVB Type: S UjLL IN dow Long Side(in) 0 -j 0 Dimensions 60,926 64 66 68 70 74 77 80 84 87 92 97 99cO 32 +1 41-60 +/-So +/-50 T +/-60 +1-50 +1-50 +1-50 41-60 +1-50 'ns JE6EI,92SE LU = +'j 2 + 34 +1.50 +J-50 +1-80 +150 +/-50 +1-50 +1-50 4/-60 41-50 +1-50 +1-50 41-47.3 41-46.7 Z co co 36 +150 +1-50 +1-50 +1-50 +/-60 41-50 +1-50 +1_60 +/-50 +f-50 41-47.5 4145.4 41-44.6 co 38 +/50 +1-50 +1-60 +/-So +/50 +1.60 +150 +150 0-60 W-49.1 +1-46.1 4143.9 < z C3 Uj 7il--s Ul — 40 +1_60 +1-50 +1-50 +1.50 +1-60 +/-50 +/-50 +1-80 +1-50 +1-48.2 +/-45.1 x n�B. C> - cli 42 +f-ao +1-50 +1-50 +/-50 +150 */.50 +/-50 +/50 -fl-49.8 +1-47.4 H LL z 44 +150 41.50 +1-6065 +/-50 W-60 +/-50 +1-50 4150 +14&9 ffi 46 +/-50 +/-50 +/-60 +/�50 +1-60 +1-50 +1-80 > 4S +/50 .1-50 +1-60 +/-50 +l-W 4/-50 +/50 says MAX.D.C.SPACINSIFANCHORING MAX.D.C.SPACING IF ANCHORING % j"l 52 *60 +/-50 +/50 +1-50 +1-80 54 +1-6D +1-60 +1-60 +/-60 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES: .......... 4v — APPLIES TOAB,CORDANCHORS APPLIES TO EOR F ANCHORS 1)SUCK DIMENSIONS SHOWN. 66 +/.50 41-50 +1-50 (SEE TABLE 2) (SEETABLE3) 68 +150 +1-50 3.5-FOR E ANCHORS,4-FOR F ANCHOR-S 2)FOR SIZES NOT SHOWN,ROUND UP To THE NO.58705 r 60 9726 +150 NEXT AVAILABLE SHORT OR LONG DIMENSION.1 z 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 10- FIND THE SMALLEST SQUARE WINDOW SIZE IN STET THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY PIT WITHIN, N lOJVAL A.LYNN MILLER.P.E. P.6.#58705 TABLE 6: . Window DeMgn Pressure,(+I-pst) Usethstabla 3/16"A Ca -Airspace-5/16"A/A with PVB ro mss 9&110 3116"T Ca -Airspace-5116"AIA with PVB Types= TABLE DIMENSION�MAY Window Lang Side(in) ORIENTED VERTIDimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY A 32 +t54 +h5D +1.50 +J rA +/-5D +/SO +!50 +t•50 +1-50 +150 +i-50 +1-60 +160 LONG ,a00UCF RBvrSe� 34 +/SO +/-60 +1.50 +1-50 +/S0 +/-5D +I50 +1.50 +/-50 +/-50 +/-50 +/-5D +/-60 SIDE es complying with thm FfEr;a3 �-�- LONG SLOE Fiui.dicg Cade 36 +160 450 +1.50 +150 +t-50 +1.50 +150 +1.50 +/-50 +1-50 +1-50 +1-50 +t 60 �-- Aaaptauoetua I 01, Q9 38 +1.50 +1-50 +/-50 +)-50 +/-60 +1-50 +/5D +/-50 +1.60 +I 5w +/-50 +/-60 xp sat on Oax p �#}1p SHORT By 40 +/.50 +/-50 +/50 +/-50 +/-50 +/50 +150 +/-50 +/-60 +/-50 +/-50 SIDE 42 +tSO +/S0 +1.50 +1.50 +t-50 +l• ) +ISO +/-50 +j-501 +1.50 SHORT `C c 44 +150 +/50 +J•50 +l50 +!60 +/-50 1 +1S0 +/-50 +/50 SIDE NO CHANGES THIS SHEET. in 46 +150 +/-50 +/-50 +/-50 +1-50 0 50 +1.50 +/50 +1-50 fi 48 +1.60 +150 +1-50 +1-50 +1-SO +/-50 +ISO +--• LONG SIDE n 50 +/SO +1-60 +/-60 +ISO +/-50 +/-50 ;- M 62 +/50 +/50 +/-5D +ISO +/-60 MAX.O.CSPACING IFANCHORING MAX,O.C.SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS3&4 THROUGH THE INTEGRALFIN PERSHEET4 SHORT J 54 +154 +1-50 +t-60 +t-50 SIDE ,H/ LONG APPLIES TO A,B,CORpANCHORS APPLIES TO E OR F ANCHORS SIDE 56 +h.50 +1-50 +ISO ) ci m (SEE TAKE2 (SEETABLE3) W 53 ;/50 +/-50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS �- � r �aU 6D.92& +tSO O in y R 5 0 N 215 .0 oz N SHORT 0 wr to --1 0 w -� �c�7 SIDE 0,J a a� •ta p TABLE 7• - Z LL r-z uMu�O W(ndowr Design Pressure,(+l-psi use mis tnhle = s _ for Glass 11 W U 118"TCap-Airspace-7116"A/A with PVB Type: 1_5 In °N c W `r ca c8 artn Window Lang Side(in) �} �, zi CO Dimensions 60.926 64 66 68 70 74 77 80 84 67 92 97 99 32 +1-70 +/-70 +/-70 +/-70 W-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 W-70 +/-70 d W o 34 +170 +1-70 +/-70 +1-70 +LTO +/-70 +/-70 +170 +1.70 +170 +1-70 +170 +1-70 z on t, 36 +170 +1-70 +170 +170 +1.70 +loo +1-70 ' +1.70 +1.70 +/-70 +1-70 +/70 W-70 o ,~,� r aus 38 +170 +1-70 +1.70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 W-70 ® Z m 40 +1.70 +1-70 +1-70 +i-70 +1-70 +l•70 +1-70 +t TO +1-70 +1-70 +1.70 ".?. 65 7 = 42 0-70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 Q L41 lY 715'5 44 +1-70 +1-70 +1-70 +1-70 +170 +/-70 +1-70 +170 +1.70 :{ 0- �`n 46 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +J-70 +/-70 Z O N ~ J C? {t0 t 48 +/-70 +/-70 +/-70 +1-70 +/-70 +1.70 +1.70 Z to 5o +170 +1-70. +1.70 +1.70 +J 70 +1.70 62 +/•70 +170 +1-70 +1.70 +170 MAX OUGHT THE SPACING IF PER SHEORING AOUG"C.SPAONGIFANCHORING eti?1 'asap sapa5 THRDUG7ITHE FRAME PER SHEEIE3&4 TTiROt1GHTHE IMFEGRAL FIN PER 5NEEI'4 54 +/-70 +/-70 +/-70 +1.70 APFUESTOB,CORDAHCIfORS APPUESTOFANCHORS �``©NY LY/I/ , 56 +t-70 +170 +1-70 i (SEE TABLE 2) (SEETABLES) ♦ /lJ i 'I +!70 +r-70 155° 4' NOTES: 58 �+��t�.•uCEh1SF:off/ 1)BUCK DIMENSIONS SHOWN, . Q-.• „� �, 60.926 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TOTHE =9F: NO-58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. -"� r •: _ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2)• FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �•�•'•.FCORIDP,,••• ' WINDOW WILL COMPLETELY FIT WITHIN. ,iSI4fVAL 1 C9h,>>� A.LYNN MILLER P.E. P.E.058705 TABLES: Window Destgn Pressure,(+I-pst) Use this table for Glass 12 3/16"A Cap-Airspace-7/16"A/A with PVB Types: Window tang Side(in) ---TTT--- Dintens_ions 69,649 71 73 75 78 80 85 66 8992 96 99 TABLE DIMENSIONS MAYBE 1 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/.70 +/-70 +/-70 +/-70 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 34 +J70 +1-70 +1-70 +1-70 +170 +1-70 +1-70 +1.70 +/-70 +170 +1-70 +1-70 LONG PRODUCT Ii..'WA`3E4o 36 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +174 +/-70 +1-70 SIDE ��syiyy� rrrG;t 38 +/-70 +I-70 +/-70 +/-70 +/-70 +l-7D +1-70 +1-70 +I-70 +/-70 +/-70 +/-70 [-- LONG SIDE DuiidinrsCoSt AccOPlaaOe0$14.m I 40 +1-70 +1-70 +1.70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +170 +170 +/-70 T Espirotion Date d2 +1-70 +1-70 +1.70 +/-70 +/-70 +1-70 +/-70 +/•70 +1-7D +J-70 +/439.6 +1.86.7 SHORT SIDE By � 44 +/-70 +/-70 +/-70 +170 +1-70 +I-70 +1-70 +/70 +/-70 +/-69,9 +/-66.4 +/-63SHORT 7 Mi., Dade Product Cu 3 L__._ d5 +/-70 +F-70 +/-70 +170 +1-70 +1-70 +1-70 +1-70 +1-69.9 +/-67.4 +1-63.9 +1.61.7 SIDE I-^- 2' 48 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1.67.8 +/-65.3 +/-^01.9 +159.7 FS THIS SHEET. a 50 +170 +1-70 +/-70 +/-70' +/-70 +/-70 +/-59.5 +/-68.5 +J-65,9 +/-63.4 +/-59.9 52 +1-70 +1-70 +1-70 4/-70 +1-70 +1.70 +/-67.8 +/4:6.9 +1-54.2 +1-61.6 }�'--- LONG SIDE -� y 54 +/-7D +/-70 +/-7D +/-70 +1-70 +J-70 +/06.2 +/-55.3 +J-62.6 T 56 +1-70 +1-70 +J-70 +J-70 +1-70 +/-69.2 +/-64.7 +/-63.8 SHORT �i LONG 57 +170 +1-70 +/-70 +170 +f 69.8 I t1 681 +164 SIDE 9 SIDE 60 +/-70 +/-70 +/-70 +/-69.7 +/$7 +1$5.3 j . a- Y 62 +1-70 +1-70 +/-69.9 +1.67.9 +/-55.2 MAX.O.C.SPACING IF ANCHORING NM.O.C.SPACING IF ANCHORING w •aaa THROUGH THE FRA ME PER SHEEN 3&4 THROUGH THE INTEGRAL FIN PER SHEET C)O Q 54 +/-70 +1-70 +/•66.3 +1.66.3 }t,- 8 a 0 0 APPUESTO S,CORDANCHORS APPllESTOFANCHOftS 1 ty o 7 4 W tN 65 +/59.9 +/438.9 +1$6.7 (SEE TABLE 2) (SEETA0LE 3) SHORT 68 +1.58.4 +t-67.4 15,5" 4" O-t o " e SIDE 59.649 +/-67.1 =W c:> a �Q TABLE 9: °J Window Design Pressure(+/-psi e��r�e o � �Ma Glass 3116"T Cap-Airspace-7116'A/A with PVB r�TWO: 13 �� -�°}- � d w Window Long 5109¢n) 0 m 3: � Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 O m . 32 +1-70 +1-70 1 +1-70 +t-70 +170 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 2 O W 7aa4S $4 +/-70 +1-70 +1.70 +1.70 +1-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 +1-70 O Lo t 2 � to 36 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 +J-70 +/•70 +/-70 +/-70 +/-70 +/-70 = �j � i 38 +170 +t-70 +1-74 +t-70 +1-70 ti-70 +1-74 +1-70 +1.70 +1-70 +t-70 +t-7D d UU IX SRI-s 40 +/-70 +/-70 +1-70 +!•70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 LLo X a p 42 +1-70 +1-70 +1-70 +f-70 +1-70 +/-70 +/-70 +1-70 +1.70 +/-7D +/-70 +/-70 it LL b- '0 1 44 +1-70 +1-70 +i-70 +/-70 +1-70 +1-70 +1-70 +1-70 +170 +1-70 +1-70 +1-70 w S 46 +/-70 +1-70 +1.70 +1.70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-6&6 > LU - c 48 +/-70 +/-70 +/-70 +1-70 +170 +/-70 +1-70 +/-70 +/-70 +1-70 W-468.8 +/-66.3 0771 'used sapag a 50 +1-70 +1-70 +/7D +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1$6.6 \ttttTt Itr� 54 +1.70 +1-70 +t-70 +/-70 +170 +170 +170 +1-70 +/-69.5 +/58.5 NOTES: `'���•, N CENg flj�`r!'!,r co 1)BUCK DIMENSIONS SHOWN. 56 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 57 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 7'�; No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. rr s -,�_ 'k• 60 +1-70 +170 +1-70 +170 +1-70 +/-70 62 +1-70 +J-70 +1-70 +1-70 +1-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), RITETIF THROUGH7HEFRAMEPERSI4EET53&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN �� . - 64 +l-70 +1-70 +l-70 +/-70 pppUESTOB,CORDANCHORS APFUESTOFANCHOAS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ���`s'•.14CIRIDR,- +1-70 WINDOW WILL COMPLETELY FIT WITHIN, d G (SEELE2) (SEETABLE3) '��;sZONALtSN 6$ +/-70 +1-70 TA 69.649 +170 A,LYNN MILLER,P.E. P.E.9 58705 TABLE 10: Window Design Pressure,(*I-115f) nse Ln s came rar Glass 114 3116"A Cap-Airspace-7/16"A/A with SG Tyoml Wlndow Long Slda(in) Dimensions 69.649 71 73 -75 -,-78 so 85 86 as as 92 ss TABLE D'MENSI N S MAY Be 32 +80/-110 +801-110 +801-110 Zior 110 +80/-110 +80/-110 +80/410 +80/-I10 +801-110 +801-110 +801-110 +Sol-110 ORIENTED VERTICALLY OR HORIZONT:LL'AS SHOWN. 34 +801-110 +80/-110 +801-110 +801-110 +801.110 +801.110 +801-110 +801-110 +801-110 +801-109.4 480/-108.3 +801-107.6 LONG PRODUCT RE"V2SED 36 +somlo +801-110 +Bof-110 +001-110 +80W-109.5 +80/-108,6 +801-106.8 +801-108.5 +80t-105.6 +8DI-104.7 +80/-103.6 +801-102.9 SIDE cornplying'-ith iht ngmiib LONG SIDE "'i-Co"' 38 4801-109.7 +80/-108.9 +601-107.8 +801-106.6 +801-105.5 +801-104.6 +801-102.7 +801-102.4 +aO/-101.4 480/-100.5 +801-99.4 -+801-98.7 A�Ptm"' - - +aW-106.3 +601-105.5 +BOIA04.4 +EDl-103.3 +801-101.9 +80/-101 +BW-99.1 +801-98.7 +801-97.7 +801-96.8 +801-95.7 +SO/-95 T- oq=� 40 -- +801-98.8 +801-97.9 +801-M8 +80I-95.5 +801-94.5 +001-93.5 +801-92.4 +W-90,7 SHORT 42 +801-103.3 +SW-102.5 +601-101.3 +801-100.2 SIDE +801-96; +801-95 +80/-92.9 +80/-926 +801-91.5 -+801-SO.4 +ao/-$7.1 +801-84.7 44 +80/-100.7+801-100.7 +80/-99.8 +801-93.6 +801-97.5 SHORT 46 +801-98.4 +60t-97.6_ +801-96.2 +801-95 +601-93.4 +801-92 6 +801-90.3 +801-89.9 +801-88,1 +801-85.5 +801-83.1 +80I-81.6 SIDE T- NO FCHANGES HIS S 48 +801-96.3 +BDI-9,5.4 +801-94.1 +SW-929 +8D/-9t2 +801-90.2 +SW-88 +SW-87.6 +80684.6 +601-82.6 +801-80.2 +1-78.6 THEET. c 50 +801-94.6 +80/-93.6 +801-92-2 +60/.90.9 +801-89.2 4-801-88.2 +801-85.4 +601-84.5 +601-82.4 +801-60.2 +1-77.6 52 +801-93 +50m +Wl.90,5 +801-89.2 +60/$7.4 +80t-86.4 +80/-83,3 +801-82.5 +501-80.2 +1-78 LONG SIDE -E9 64 +S01-91.7 +801-90.6 +801-85.1 +801-87.7 +801-85.8 +801-84,7 +801-81.3 +80/-60.4 t/.78.1 -56 +80/-90.5 +801-89.4 1 +801-87.8 4 +BD/.84.4 +SW-83.2 +1-79.3 +/.78.5 SHORT i LONG 8 SIDE SIDE 57 +801-91) +aol-88.8 +eDI-87.2 +B001-85.8 +SDI-83.4 +801-e2 +1-78.4 Z' ED 5 611 +SW-87.2 +601-86 +801-84 +801-82.5 +601-60.1 +1-78,6 > MAX-D.C.SPACING IF ANCHORING MAX.O.r-SPAQ NG IF ANCHORING 62 +8131-8.6 +80/-S3.8 +BW-82.1 +801-80.4 +/-76 'S THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRALFIN PER SHEEr4 C3 0 6-4 +so/-829 +601-82 +201-BOA 1 4++1-7&4 L---i >. V (A) APPUESMB,CORDANCHDRS 0 CD 6-6 +80/-81.1 +BD/-80.1 +I-7B.3 (5 ffi C9 (SEE TABLE 2) NOTAPPLICABLE SHORT 0 -0 to GLASS TYPES 14 THROUGH _5 '612 "? $a +1-79.3 +/-78.4 17 MAY NOT BE USED WITH SIDE 0-1 0 m. As 0 (0 !�: ---,o :2 =+/-77.7 FIN FRAMES. 8 J-CHANNEL OR INTEGRAL Z LL TABLE 11; We Ibis[able W 00 - Window Design Pressure,(+I-psf) 2. i 00- ,-a; =520 for Gu1, s Is C"> - -- 3116"T Cap-Airspace-7/16"A/A with SG Type: Long Side(in) < aj 0 -j ti ChGnslons 77.76 79 81 83 88 87 91 94 95 00 IID4 107 ill z m 0 38 +801-110 +W-110 +0-1107-+aot-110 +W-110 +W-110 +80/-110 +80mlo +8W-110 +8v-llo +W-110 +W-110 +BW-110 0 W 40 +601-110 +801-110 +ev-110 +W-110 +801-110 +801-109.9 +W-108.6 +801407.5 +801-10ag +601-108L1 +M.104.8 +801-104.1 +801-103.3 'X 422 +801-110 +801-109.3 +801-108,8 +801.107.9 +W.106.7 +81V-106.3 +801-104.8 +801-103.8 +81W-lM +801-100.8 +801-97.7 +W-S&4 +801-94.8 :5 3: (0 44� +801-107.3 +W406,7. +e0J-10&7 +8111-104,7 +W-103.4 +801-103 +801401A +1301-S8.6 +BW-M.7 +801-9t1 +801-91.4 +601-90.3 +801-89.2 4-8 +801-102 +801-101.3 +801-100.3 +80/-S9.2 +801-97.3 +801-93.2 +0-92.5 +001-90.4 +801-89.2 +801-873 +801-84.4 +801-827 +901-M6 < Ul It '51-5-3s x (L C' So +BDI-0.8 +801.99.1 +801-98 +601-B&D +BW-93.9 +80/-93.1 +801-8D.9 +801-87.7 +801-135.2 +801-64.3 +601-81.1 +1-7S.3 +1-77 [L- Z C'j L 3 Windw ns 14 4' •mse0 saute 44 48 So 61 +801-98'8 +aol-Sa +W-S&o + - +8W-928 +801-92 +W-88.7 +EW-M4 +801-86 +801-828 +/.798 +1-77.7 +1-76.3- z W 64 +80ASS.1 +=-%.3 1 +0.94 +801-921 +801-89.4 +601-88,6 +0-86.1 +a&-827 +W-81.1 +/-76.9 +/-75.3 +1-73.2 41-70.6 a- -rn-u Ez +801-94 +301-93.2 +EW.91.6 +60/.9D.1 +60I.87.2 +801-68.3 +W-828 +8W-80.2 +/.78.6 +1-76.3 +/-725 +1-70.5 6, +80,_1.4 a M as +W-SO.6 +3V-89 +M-67.6 +=.as i +801-84.2 +w-Bms +i-n +/-76.3 +1-73,8 +/-*10,2 61 --;Sol-87.8 �,7801-67 +80/.85.3 +801-83.6 +801-81.2 +601-M.6 +/-77. all 3 +1-74.6 +1-728 +1-70.4 +EoTazi +m-81.1 +1.78.8 +1-78 +146 +I.7Z3 +/.70.6 NOTES: NAV 63 +eot.85.5 �2.�...... U) ENO,, . 1)SUCK DIMENSIONS SHOWN. -77.5 +/-78.6 +/-7&5 +1-71.2 64 +801-84.4 +80143.6 +801.81.7 +/-80 +1 as +801-822 +aOl-al.2 +1.79.4 +1-77.6 Q 2)FOR SIZES NOT SHOWN,ROUND UP-75 +1-74.2 +1-71 TO THE z N10,58705 68 +190 +1-79.1 +1-77.2 +1-75.4 +/-727 +/.71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. MAX.O.C. PACING - +/-78 +1-77A +1-76 +1-73.2 +1-70.5 IF ANCHORING MAX.D.C.SPACING IF ANCHORING 70 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), THROUGHTHE FRAME PER SHEETS 384 THROUGH THE INTEGRAL FIN PER SWEET 4 72 +/-76 +/-75 +173 +1-71.1 FIND THE SMALLEST SQUARE WINDOW SIZE IN TA 1:1,1TT'.,4(�- APPUESTOB.COR DANCHORS THE TABLE($)ABOVE WHICH THE ARCHITECTURAL 74 +174.1 +1-73 +1-71 (SEE TABLE 2) NOTAPPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. 76 +1-722 41-71.1 mrONAL e '111111 1,ti 0" I r 77.76 If 41-70.6 A.LYNN MILLER,P.E. I REN 58705 L TABLE 12: Window Design Pressure,(+)-psq Use this table TABLE 1.1-E I�n�Ej for Glass ORIENTED 118"TCap-Airspace-7116"KH with SG Type: HORIZONTALLY AS SHOWN, Window Long Side#n) LONG Dimensions 60.926 64 66 68 70 74 77 so 84 87 92 97 99 SIDE LONG SIDE 32 +801-110 +801-110 +80/-110 1 4801-110 +801.110 +841410 +80l-110 - t—110 +801-110 - +801-510 PRODUCTRBVISED 34 +80/-110 +801-110 +801-110 +801-110 +801-110 480/-110 +80/-1 10 +801-110 +80/-110 +801-110 +801-116 +60f-110 *80/-110 with ft Flohda, 36 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801410 +BEV-110 4-sol-110 +801-110 +801-110 +801-110 4801-110 SHORT Bw1di.8 cod, SIDE AeptaA-- N. .0 38 +601-110 +801-110 +801-110 +801-110 +80/410 +801-110 +801-110 +Sv-110 +80/410 +=-I 10 +801-1110 *801-110 SHORT expmo.. 40 +801-110 +801-110 +samio +eomio +60/410 +80/-110 +80/-110 +801-110 +80I-110 +601-110 +80/-110 SIDE By 42 +84t-110 +801-110 +801-110 +Sot-110 +80t-110 +801-110 +801-110 +E6t-110 +Sor.110 +86I-110 Pd-2, 4-4 -7;801.110 +801-110 4801-110 +001-110 +801-110 +801-110 +80/-110 +e61-110 +801-110 LONG SIDE 0 CHANGES THIS SHEET. 46 +801-liD +801.110 +801-110 +801-110 +80/-110 +801-110 +801-110 +B(Y-110 48 +601-110 +801.•110 +801-110 +801-110 +So1-110 +801-110 +801-110 so +801-110 +801-110 4B0/-110 +801-110 +80/-110 +801-110 SHORT LONG 52 +801-11D +80f-110 +80t-110 +801-110 +801-110 MAXO.C.SPACIN IFANCRORING IVIAX.D.C.SPACING IF ANCHORING SIDE 5�4 +e01-110 +801-110 +$W-110 +801-110 THROUGH THE FRAME PERSHCETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 It +801-11 APPUESTOBCORDANCHORS 56 +601-110 +801-110 1 (SECTABU2) NOTAPPLICkSLE 15�!, +801-110 1 +801-110 ILE" GLASS TYPES 14 THROUGH (1) 60.926 +801-11D 17 MAY NOT BE USED WITH SHORT J-CHANNEL OR INTEGRAL SIDE CD O o F FRAMES.IN F 0 TABLE 13: u� Vinrudow Design Pressure,(+I-psO T Us=: W C)-j z Ut 3MV TCap-A1rspac9-7116!'H1HvAth SIM Type: - I Y UJ asp Window Long Side Qn) C5 a-' !-5 Dimensions 77.76 79 81 83 86 87 91 1 24 96 99 104 107 Ill Ila 120 125 136 144t,t !E;� 55 :�81)1-1 10 +Sol-110 +m-110 +801-110 +W1-110 +80/-110 +801-110 +801-110 +801 +801-110 +801-110 +6W-110 +801-110 +801-110 +ew-iv +W/-110 +801-110 Dm 0 36 +801-110 -110 —To +801-110 +8(31.110 +80t.lio- +801-110 +001.110 +80/-110 +90/-110 +801-110 +801-110 +DOI-110 +801-110 +801-110 +601-110 +801-110 4801-110 +80/-110 +80/410 ILI LUu) Lt 42 +801-110 +801-110 +801-110 +80f-110 +SOI-110- +801-110 +80)L-110 +801-110 +80/-110 +S(v-1 10 +801-110 +1101-110 +SW-110 +W-110 +801-110 +801-110 +801-110 +801-110 0 -j 0 Z CO AA +80/-110 480/410 +801-110 +801-110 +80/410 +80/-110 +80/410 +801-110 +801-110 480/410 +Sty-110 +80/-110 +6W-110 +SW-110 +801-110 +80/-110 +80/-110 48 +801-110 +80/-110 +861-110 +801-110 +801-110 +801-110 +801-110 +80f-110 +801-110 +801-110 +8111-110 +801-110 +801-110 +8(1-110 +801-110 +80/-110 to 0 . Lu 1--vs EA +801-110 +841-110 +60/-110 +801-110 +BW-110 +801-110 +801-110 +801-110 +801-110 +801410 +8(y-11D +801-110 +8W-110 +8W-110 +801-110 CK 61 +601-110 +80/.110 +801-110 +80/-110 +801-110 +BW-110 +801-110 +801-110 +801-110 4801-110 +801-110 +801-110 +80t-110 +801-110 2r CA F U) z 54 +801-110 +801-110 +80/410 +S(1-110 +8af-1 10 +801-110 +6W-110 +301-110 +801-110 +801-110 +801-110 +60f-110 +801-110 a LU S < LU W +801-110 +aOI-110 +801-110 +801-110 +SOI-110 +801-110 +80/-110 +801-lia +801-110 +80/-110 +Somicl +SOI-110 t, X LL -8 SS +80/-110 +801-110 +80/-110 +6DI-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +601-110 +801-110 Z 65 - C5 61 +801-1110 +801-110 +001-110 +80/-110 +Eiat-110 +801-110 +Sof-lio +801-110 +841-110 +SDI-110 W >- �5 C.) Z UJ .2 +801410 +801-110 +80/-110 +80/410 +80/410 +801-110 +ED/.110 +801-110 63 +BD/-110 64 +801-110 +801-110 +801-110 +80t-110 +801-110 +SD/-110 +801-1`10 +801-110 0 0 54X+801-11D +60,_,,0 +",_,I, 52 +",_"D i +80,_110 SE +8".J,0 36 +801-11 OT 8-,.110 SIB +80/410 +801-110 +801-110 +80/-110 +801-110 +80/.110 +801-110 68 +80/-110 +801-1110 +80f-110 +801-110 +801410 +80/-'110 70 +801-110 +Sot-lio +801-110 +801-1110 +801-110 MAX.D.C.SPACING iFANCHCIdNG MAX.D.C.SPACING IF ANCHORING .. ....... THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 72 +80/-110 +801-110 +80/-110 +8()/-110 RD-ANCC—HDRS 74 +801-110 +50l-110 +801-110 1) (SEETABLE2) NOTAPPUCAaLE • No.5a7()S 76 +801-110 77.76 F NOTES, ........ 1)BUCK DIMENSIONS SHOWN. ZONAL 0,\\' 2)FOR SIZES NOT SHOWN,ROUND—UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. /1 11111111% \% 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2).FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. k LYNN MILLER,P.E. P.E.#58705 1.376* 3.600' .062" 3.500' .062' 3.500, oar .062' Ll 06 (D ANCHOR COVER 1.483" �aa 1.483 �oa�a 1.483' �a aoaIA83' 0 oIF 664' �-_F— .301- 0 .62F HANNELFRAME 625' FLANGE FRAME 1. INTEGRAL FIN FRAME EQUAL LEGIBOX FRAME F 7/8-BEAD 1717G)I-C F SILICONE HOT-MELT BUTYL ALUMINUM POLYISOM DESICCANT FILL AREA .864' .175* STRUCTURAL REINFORCEMENT BUTYLEN E SILICONE 5/16°NOM. RAL -ONE STRUCTURAL M 3/16"NOM. 5116"NOM, SEAL PoLYjsoBLnmF4YLEN 1!4"NOM. FOAM--\ BUTYL& SILfCONESEAL 11 WITH DESICCANT ROLL-FORMED T T WITH DESICCANT DESICCANT �L _\ v I'BEAD FOAM STAINLESS STEEL (D INT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS I rrr� MITERED INT.GLASS IMF.GLASS INT.GLASS CORNERS WITH KODISPACE SUPER @DURASEALO XL EDGE' INTERIOR AM 8a 81 Im EXTERIOR 4SG TPS SPAGERONXT SPACER SPACER WELDS TABLE 14: Part 0 Description Material V.ODUCr REVISE�D 1 620117 J-channel Frame PVC mcmpl n8.i(hIIwFI54ft B.ildhecbde 2 620118 Flange Frame PVC A.-Plum No17-0614.09 3 620119 Integral Fln Frame PVC E.Mwit Dau -10.20 4 620120 Equal Leg/Box Frame PVC BY Mian IIadoPradaei - 5 620133 Anchor Cofer PVC 5 6 7 136 17/8'Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 11"Glazing Bead PVC ASSEMBLY DETAILS 7 E74 '00 or Dow 791 Silicone 78 8 71646N ISetting Block(718"x 1"x 1/8").85 5 dura. I EPDM EXTERIOR \\\"DXAY LYAfiv 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 NOTES: (941)-480-1600 No,58705 1)SOME PARTS NOT SHOWN FOR CLARITY. Part;v Description Material 2)J-CHANNEL FRAME SHOWN,PART 01.OTHER FRAME TYPES APPLY. IGHT02017 PGT INDUSTRIES,INC. meding 4SG TPS Spacer System CERT.OF AUTH.1129296 ALL RIGHTS RESERVED See INS 3)ITEMS#B-73,75-77&79ARE NOT AND 0 80TE 87. A 81 IQuanex Super Spacer nXr with Hot Melt Butyl NOT PART OF THIS APPROVAL- F 2VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 ORIDI".- Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA 82 TQuanex Duraseal Spacer . materials EXTRUDER CODE. 83 [Cardinal X.Edge Spacer C BOM&ASSEMBLY al J ROSOWSKI I-TRENCE—TEST REPORTS:FTL.8717,8968&8970A.LYNN MILLER,P.E. . PW-5520 NTS MD-56200 B _P.E,#58705