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Home My WebLink AboutProduct Approval 5 N- 3 { ,.p...p. 1 +r f� i° � $ Y'S:tL3SA�4t�.raY'1 �,i�,Y:� � ff�.�FsfI13!19;rfefuL�Aif}'4�Stllrie}�4Id1:6dak��i4LM�' SttLlr ..iYE9i17 BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts ( Publications i Contact Us BCIS Site Map Links i Search nOfid7 ,;, , Product Approval I ',yy� USER:Public User P�9�4�titer xsnu zpx.>, Product Aenrgal Menu> nilrt or Annymoon Search>Apollcatlon tisf>Application Detail IJ121117111 mw11"M11 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR,Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries 0 Address/Phone/Email 1070 Technology Drive North Venice, 34275 (941)486-01000 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowskl@pgtindustries.com Technical Representative Lynn Miller,P,E. b Address/Phone/Email 1070 Technology Or N Venice, FL 34275 (941)486-0100 Ext 21142 (miller@pgtindustries.com rn C Y Quality Assurance Representative m Address/Phone/Email LU � aP!! Category Windows;_, LL9 Subcategory "Horizontal`Sllder LU m CJ ' al� LU Compliance Method Certification Mark or Listing LL Certification Agency Miami-Dade BCCO-CER U) Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard .Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/25/2018 Date Validated 10/16/2018 Date Pending FBC Approval Date Approved 10/23/2018 Summary of Products FL If Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ;Yes E zL 42 R24 C CAC I7-0411.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2022 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R24 Il 17-0411.0S.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR 610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of L7 2. g2 _tLt[=2 t QUzyfi Acceptance(NOR)for product performance information, Verified By: Miami-Dade BCCO-CER ,anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.3 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 24 C CAC 17 O�1.t Sl6,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R24 TI 17-0411.06.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.4 HR 810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL?�B2A_C_=_12:04 I_L,03 t M of Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of -L.42 R24 11 17-041703 LM_2 f Acceptance(NOA)for product performance information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL247. R24 17�1ALLk4 SM tlflf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure;N/A Installation Instructions Other.Please see the Miami-Dade County Notice of FL242 R24 II 17- 4 1 l lzdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.42 R24C_-A:1Z 411.3—W Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/24/2020 Design Pressure;N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R24 11 17-041. 09 udf Acceptance(NOA)for product performance Information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 HR-55 .0(Impact) Vinyl Horizontal Roller Window LIMUS of Use Certification Agency Certificate Approved for use in HVHZ:Yes . 24) R24 C CAC 17-0 �,A$iadf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of F1_242 R24 11 17-041 I.Q8,D f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.8 HR 7610A(Non Impact) Aluminum Horizontal Roller Window Llmits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 24 C CAC 8-0 27.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/23/2023 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 1224 II 11t,_U2 02.odf Acceptance(NOA)for product performance information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: ittayi'g`{'M`� °g2„4„2s9�,4 �, „`.,`, +' �:;NR,771gA',(ImPact} ;'' " Atun{lnuinz}iar'izontal Railer Window;., Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R24 C CAC iQ-0627.01,t& Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/23/2023 Design pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of E1242 R24 )i i -0627.01.odf Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.10 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes• FS 7_.42�( d C CAC 1Z{? 2�Y 17 Wit)LQv df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Mlaml-Dade County Notice of FI242R24 i1 17-0470,17 Window.ndf Acceptance(NOA)for product performance information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes f12 ji24._FSA�1._$=075!2 06 Window.odF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R24 11 18-0207.0,6 VWindow.odf Acceptance(NOA)for product performance information, Verified By: Miaml-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes L-L _0420.16 Window pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 00/04/2p21 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of EL-24 24 II 17-042.0,16 L) f Acceptance(NOA)for product performance Information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: - Book Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AA/EEo employer.Cocvrinht 2007-2013 State of Florida.;:Prlyacv Statement::Accessibility Statement::Refund statement , Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395."Pursuant to section 455.275(1), MIAMI-DARE MIAMI-i ADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4&gov/econojny PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE! This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed'by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- H n1aFR Winnow Mi. DESCRIPTION: ummum o 0 er" APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets I through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and -following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0627.01 MIAMMADE couNry Expiration Date: August 23,2023 Approval Date: August 23,2018 13 Page i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. , Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets I through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS - I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01,dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6111 Edition (2017), dated 06/18/18 and updated on 07/25/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). -man el 1PIPrIM,P.E. Product ContN -%r I E aminer 1110 NOA 27.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3, Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E G. OTHERS 1. None. Manuel Pe ex P.E. Product Control*x4Ainer NOA No.19-1627.01 Expiration Date: August 23,2023 Approval Date, August 23,2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER V%qNDOW DESIGN PRESSURE RATING IMPACT RATING ANCHOR VARIES PER GLASS TYP 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR QUANTITIES. 12, SEE TABLES2-11 E, LARGE&IMPACT RESISTANT SMALL MISSILE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVfM. SEE TABLES 12-14 23' O'C 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS ABOVE NY IN THE HVH7-THE OUTBOARD LITE(CAP)MUST BETEMPEM- USER INSTRUCTIONS: 1)DETERMINE THE SITE SPECIFIC,WINDOW 3)FOR MASONRY APPLICATIONS IN MLAMI-DADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED OPENING'S DESIGN PRESSURE REQUIREMENT MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C99 FROM ASCE 7. ZFjLdda dip,Ch�, CONCRETE MASONRY UNITS AND CONCRETE VM MIN.KSI PERANCHOR TYPE. A A Ibl. 76- 2)KNOWING YOUR GLAZING OPTION(TABLE 1). 1,: -1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1XIVOOD BUCKS 4)ALL WOOD BUCKS LESS THAN I __C 12. OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1 HEIGHT 69* YOUR WINDOWS DESIGN PRESSURE FROM TABLES FIXED j THICK OR GREATER.IX AND 2X BUCKS(VVHEN USED)SHALL BE DESIGNED AND S -11.IT MUST EQUAL OR EXCEED THE DESIGN SECURED TO PROPERLY SASH 2 TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY j /mss OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). 75* VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE SUCK LIGHT LIGHT 22-112' VNqNDOW OPENING OBTAINED IN STEP 1, 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE HEIGHT 4 D.C. 3)DETERMINE THE ANCHOR QUANTITY FROM ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN-EMBEDMENT.SILL ANCHORS?1fUST BE 34-3r TABLES-12-18. SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3137 FIXED IN DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE 6)114 MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 16 NOT FLUSH TO I - INSTALLATION,SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRINGAPPLIEC,LOADS. MAX. INSTALLATION, 7)DESIGN PRESSURES: 8— I I L(92a' NOTE:DESIGN PRESSURE RATING DETERMINATION to A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS SEE WEEPHOLE 75"BUCKWIDIH MAX� IS THE SAME PROCESS FOR ALL FRAME TYPES > PER ASTM El 300, NOTES THIS SHEET h r1 -0 SUCK) (FLANGE.INTEGRAL FIN OR EQUAL LEG SOX). 0 8-POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL It CYCLE -RAUI--DTH Ea cn, 0) WEEPHOLE NOTES -3-- 0 TESTING AND GLASS PER ASTM El 300. > a .0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1)I-SAr X.3WWITH PLASTIC BAFFLE. 0 .!g 2)1 WEEPHOLE LOCATED AT 4-FROM EACH END. 0 ;7 0) 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESX.NEOTORESIST THE VVINDLOADS3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL r-> FOR ANCHOR 0- WCORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1,'3%STRESS INCREASE HAS NOT BEEN QUANTITIES. z IL 5! USED INTHE DESIGN OF THIS PRODUCT.THE 1,6 LOAD DURATION FACTOR VIAS USED FOR THE SEE TABLES 15-18a:LLi EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-It2S-1.'.'C — MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION \�l D.C. Li 2'0.C. w RESISTANCE, > (dZ z 0 9)METAL SUBSTRATE-TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. w * ch- LU LL 10)REFERENCES:TEST REPORTS FTL 18-7891&184891.01:ELCOULIRACON NON ELCOCRETEFLEXNDA: -i ALUMINUM DESIGN A 0 LU 0 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFSPA NDS C 9 w MANUAL 14 63' SASH FIXED VISIBLE VISIBLE LLI I I)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BIVLONG OFFICIAL OVERALL LIGHT LIGHT :d 0 HEIGHT 22-11t? 0 TABLE 1: 6r O.C. Z Up Table 0 Anchor Table It Glass BUCK 35-367 FIXED < Type Description(Listed km Fxtefiorto latorio') x010X XOXI x0fox 1x0X HEIGHT SASH VISIBLE LIGHT Z I STD STD I STD HD ISTD VISIBLE of !g LU 4-2 — LIGHT :3 z Of I Ite-ANI..OW P78,USAN -77-17----f 15 -j LL, I: 2 TfFHS—090-PVB,IfIr HS 12 1 1 L+ < 3 8 - 16 1 3 VIT AN,—.0W PVB.V16-AN 3 a 12- - 6 P-4 9" :tt:k L 4 I3fI6'UG:IfW AN CAP.AIRSPACE,Ifir M.DW PVB,Iw AN 4 7 12 1 '5 SEE WEEPHOLE 5 13116'L&11W TP CAP,AIRSPACE,1i8"AN..09DPVB.Iffi-AN a 7 12 15 ti r/ 13116`UG:3;16*AN CAP,AIRSPACE,IISAN.-MV PV3.I13-AN 3 9 12 16 119"BUCKVVIDTH THIS SHEET 1, Y LYAw 7 3116'LIG:3'IG'TP CAP.A;RSPACE.118"AR.OW PV8.1187AN 3 1 - 9 12 - • 16 SEE SHEET 17 FOR 120'OVERALL IAIDTH 8 3116*AM.Q90'SG,31167 AN 5 6 10 t3 1 14 17 INTEGRAL FIN 6 11 13 14 18 5 -69, 0x"';-"""' 9 3/16,M..Ljw Zsu.'vw PIS ANCHORAGE TYPE iM X' -ELEVATION` 10 131I6'UU:118'AN CAP.AIRSPACE.3:16*AN,.090'SG.3/16••AN 5 6 10 13 14 17 SPACING MAX.DIMENSIONS ALLOI.AVED SHOWN No-Swas 11 13/16'LG:116'TP CAP.AIRSPACE,3116"W.090-SG,WIWAN 5 6 10 13 14 17 t2 7916r Lr.—VeAN CAP.AIRSPACE,IJ6'HS,.DW SG.IAV"S 5 6 It 13 4 18 GENERAL NOTES. _....-......-...._..„_.1 13 13fi'l UG. tib'TP CAP,KMPACE.—W$-I-G,NT SO,Vir HS 5 6 11 13 14 18 ELEVATIONS........................_._....,,,,.....1 CODES/STANDARDS USED: 14 UUG:G� AIRSPACE, I/11-FLS,.1190'SO,1/8-HS 5 6 11 13 14116 GLASS TYPES TABLE.....................-.1 15 CAP.AIRSPACE, I1WHS-O9GrSG.I1IrHS 6 6 13 14 is -2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES........................-2-9 OF SG--KURAPAY SENTRYGLA0 INTERLAYER BY KURARAY AMERICA INC, :ASTM E1300-09 ANCHOR QUANTITIES ..........10,14 Pva�KuRARAYTRostFoORvaiNTERLAYER eyruRARAYAMERCAU40. •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION INSTALLATION I ANCHOR SPECS... 15,17 L/itI I AN AN -ALUMINUM DESIGN MANUAL,ADM-2016 EXTRUSION PROFILES ..............18 HS HEAT-STRENGTHENED -AIS1 SI00-12 CORNER ASSEMBLY.................._........19 TP-TEMPERED -AJSC 35410 PARTS LIST,.............................. A.LYNN#MILLER,P.E. ..PEWSan$ TABLE 2: Glass Type: I Overall Design Pressure Obsfie)for XO&OX Windows Meeting Rall:Standard .090'PV8- -VB'AN GLASS Width 22-118'0wrall Hgt. 37'O*rall Hgt, 49"Overall Hgt. W 0%vall Hgt. 63"Overall Mgt. -118"AN GLASS I T -65.0 .3�0 21r +65.0 -65.0 1 +65,0 -Bao +65.0 -65.0 +65.0 65.0 +65.0 25" +65.0 -65.0 +65.0 -65.0 +65,0 -65.0 +65.0 -65.0 +65.0 -65.0 24 112vv!lhd� 'NOM leg c 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65,0 +65.0 -.65.0 +65.0 -65.0 UK cLAss;8rrE Btc Y(CIA0 49' +65-9E _,,�5_O +65.0 -65.0 +65.0 -W.0 +65.0 -65.0 +65.0 -65.0 1 -65.0 _+65. -T 7 W 77 6 4 650'776 X'469:0-----65.'0 -65.0 +65.4 1 32GLASS TYPE I 74" +65,0 -65.0 +65b -65.0 +65.D -65.0 1 +65.0 -65.0 +613 -613 LU 3J16"AN GLASS a: im Ma C5 U) .090"PVB GLASS a bw PVB >- 0 SGLASS N elf �-3116"AN GLASS 0 0 0,30 10V) Z Z 0 W z TABLE 3, -78- r, M. \Ff LU -Types:2,3,5.6,7 SITE Glass L.Is CITE o()6 C, LU co Overall Design Pressure(lbste)for XO&OX Windows Meeting Rail:Standard V? U.1 Width > 22-119'0%erall Hgt.1 37'Overall Hgt. 49-Overall Hgt. 55"0%eralf Hgt. 63-ckerall Hgt. z 74� 29' +65.0 -80.0 +65.0 + -80.0 +65.0 + .3?N LU _j - GLASS TYPE 2 GLASS TYPE 3 _J M U. 25" +65.0 Z-0 +65,0 _50,0 +65.0 -80.0 4.65.0 -80.0 _j < 0 00 Ir 04 37" +65.0 -80.0 +65.0 -80.0 1 +65.O -80.0 +65.0 _80.0 r3115'NOM 13116"NOM. Q 9 T'i Ir 49" +65.0 -80.0 +65.0 11 -80,0 +65.0 -80.0 .65-0 -80.0 CLASS STACK GLASS STACK jf U) :�G 61" +65.0 -80.0 +65.4 _8(Ko +65.0 -80.0 +65.0 80,0 +65.0, .80.0 AIRSPACE 497 PVB AIRSPACE -CWPV13 W 1/8'TEMPERED g 1/2'NO GLASS +65.0 -80.0 +650 -80.0 +65�O -79.2* 3/16"AN OR.. a. 67" +65.0 80.0 +65.0 -80.0 AN TP,GLASS _�11/3"ANGLASS GLASS GLASS,,-. Z Z 74" +65.0 -80.0 +65.0 1 -80.0 +65�0 1 -80.0 +65.0 -80.0 +65.0 -72.2- 1- f��) E 0 t3l 74' tY --804 FOR GLASS TYPES 2.3.6&7 d Z) co X 111 I! -I ILI -2 OR < INOR, I NOM. N(AI. Iz SITE GLASS SITE EXTERIOR LY ICEN ICEN X.7073 _47 D3 11(33 No.58705 GLASS TYPE 5 , GLASS TYPE 6(ANNEALED) ,q S 'fXpg T.ffl�MP P�LS_ EREDj W. STAT�. z 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN ANO gz EQUAL-LEG wmDows,SuCrPAcT 1-FROM THE TIP-To-,TtP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. NAL, ,�0 2)FOR SIZES NOT SHOWN.ROUND!LP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER.PS P,E.x$8705 TABLE 7.' Overall Sash Sash Design Pressure(IbSift 2 for XOX Windows Glass Types:1,4,5 Width Configuration Width Meeting Rail:StandardPVS_ GLASS Range(in) 21-1f8'Overall Hgt, 29'Overall HgL 37'_Ovemll Hgt. 49"Overall HgL 55'Overall Hqt. 63"Overall Hgt. jj -11W AN GLASS Y,_%_74 12.038-12.052 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 +60.0 _43W0.0 +60.0 -60.0 +60,0i -60.0 30, 6 E 44" 12.053-15.008 +60.0 -60.0 _0_0 +60.0 -60.0 +60.0 -60.0 60.0 -60.0 +60.0 -60.0 +6010 -60.0 + Y4-Y2-Y4 12,038-13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 :60_.0 GLASS arrE rG' c +60.0 _6 00 -c 4W 13.303-16B75 +60.0 -60�O +60.0 -60.0 +60,0 -60.0 -60.0 +60.O -60.0 +60.0 -60.0 mu.1% cI PM .rj - 77 ti 53 118" 1/4-Y2-% 12,038-14.333 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 '+60.0 -60.0 +60.0 -60.0 1 +60.0 0.0 74 Y3-Y3-'/3 14-334-18.050 +60.0 1 -60.0 +60.0 .60.0 +60.0 -60.0 +60,0 -60.0 +%0 -60.6 +60.0 -6U 32 GLASS TYPE 1 12.038-16.302 +60.0 -60.0 +610 -60.0 460.0 -0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 tl Y3-1/3-% 16.303-20,675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 _T6_00 -60.0 60.0 -60,0 13116*NOM. 12,038-20.052 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 j +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 GLASS STACK 76" custom 20,053-22.185 +60.0 -60.0 +60.0 -60.0 +60-0 -60.0 +60.0 -60.0 +60,0 -60.0 +60,0 -60.0 AIRSPACE �GW PVB %-%-% 22.186-25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.O +%C -60.0 +60.0 -60,0 1.15-AN 1/6'AN GLASS co Y4-Y--Y4 - -24,082 +60 O .60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +519 -53.9 + A8.7 1�74 48.7 _ D 92-118 custom 24.083-26.185 +60-0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 +57.8 -57.8 0 �15OR 0 GLASS BrTE 7� Ir2,NCG1. 6 0 9 '*48�7�-:38' TER10 U3 z 7 Z C> A-YP14' �f!�MZ +60.0 -60,0 46 88 457 0 LU - z IL , �!;E - 97" custom 25.303-27.185 +60.0 -60.0 -60.0 -60.0 +60.0 -60.0 +60.0 _60.0 +60.0 1 -60.O +55,5 -55.5 :r Lj'�? - -7- custom 27.186-31.0381 460.0 0 r)6 3 R -i �j Lu-co :j -j -60.0 +60.0 -60.0 460-0 -60-0 +60-0' -60�O +60.0 -60,0 +58.6 -58.6 GLASS TYPE 4 Z < 'c _t/4-1/2-Y4 - -28.302 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +68.2 -S&2 +53.9 -53.9 +48.7 :Z.7 C>UJ > Z 109" Custom 28.303-29.185 +60.0 _60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 1 -51.3 0 - u CC ILI W custom 29.186-31.038 Z60.0 -60-0 +60.0 -60,0 +60.0 -%o +60,0 -60.0 -60.0 -60.O +52.5 -52.5 -1 i t GLASS STACK co 120" Y4-Y2-Y4 •" -31.038 60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 1+519 -53.9 +48.7 -48.7 0 0 -57 424 Al 090-PVB 0� LU U? MIM SASH WIDTH(FLANGE WINDOWS) OVEf !� 1 Iq a: 2 118"7P ;! E Z) -moi 'I, '-118'AN GLASS 0 IJIN.SASH MTH(FIN 9 EQUAL-LEG WENDOWS) co 274 ul < a: < 0- 0 -01R�1'0',, z z I GLASS BITE cc Fa 2 => co :E IX W EXTERIOR _j < "GLASS TYPE 5 ..oiLYNAt ..MCENSF..... ��/, 1, NO58705 1)OVERALL MP TO TIP)DNENSIO14S SHOWN.FOR INTEGRAL FIN AND CI EQUAL-LEG WINDOWS.SUBTRACT I'FROM THE TIP-TO-TIP DMF_t4SfON IN THE TABLE TO DETERMINE THE VANDOWSIZE. ......... ONAL- 2)FOR SIZES NOT SHOWN.ROUND q TO THE NEXT AVAILABLE SIZE, A,LIN WU8RP.E_ RE#S3105