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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online ; ' Page 1 of 3 r91 _ BQS Ham. j Log In j user Registration Hot Topics I Submit surcharge i Stats&Fags Palbeimons FBC Staff 6CiS Site Map Unks { search i a dbpr it QSa product Approval USER: Public D RECEIVED 3 t`-i'aPIP. i . Product Aaorrva Mena > nratmr 6.7DV FEB 0 7 2018 tee � '�' FL • Application Type ST. Lucie County, Permitting Code Version - "--'- Application Status . A en. rS by DBPR shall be reviewed and ratified by thePOC - ' 71 and/or We Commission If necessary. 4 Comments , ArchJved =U NT-y 6UILDIFIG DIVISIO Protluc[Manufac[urelr Address/Phone/Emai(�t Tntleuchstrnolelos gyDriv R�/IE1YEFDOpiSCe71.FF?(h By _ E (941) 486-0100 Ext 22318 1 tlruark@pgentlustrles.com DATE -zop-C PLANS AN' PERMIT Authorized Signature jrosowsk@pgtindustxaS.Com Fd US f BE KEF ON JOB OR NO INSPECTIO V11LL BC MADE Technical Representative Jens Rosowski Address/Phone/Email I, 1070 Technology Drive aY Nokomis, FL 34275 - _ (941)486-0100 EA 21140 Jmsowski@pgtindustni .com Quality Assurance RepresentTHESE PL SXIDALI.'pDrpgrgtyLjj\ atlw�' Address/Phone/Email ARE SIIC3•IF.(T1O,tlplyr,0ljpE'•, DAIS RFQUIRE0 cit' FIci D INSPFCTI' i8 MAT CatSubcategory CDndW14YBENECESSA(lYIIJORDF.R?0Subcategory Col"PLYV11THAUAPPIXAB� ,ODES, Compliance Mehod Certlfitabon Mark or listlng Certification Agency Miami -Dade BCCO - CER CONCF-ALED FASTENERS OR ATTACHMENTS Validated By Miami -Dade BCCO -VAL ARETHE RESPONSIBILITY OF THE Referenced Standard artl Yepr(.f Standard) 51_JC:[II Year TAS 201, 202, 203 1994 Equivalence of Product Stamm: s Certified By MIA 'am I L 0 Product Approval Method Method l Option SCANNED BY Date Submitted 12/08/2017 Data validated 12/20/2017 t. Lucie County Date Pending FBC Approval ,. Date Approved 12/25/2017 http://www.floridabuilding.org/pT/E 7_app_dtl.aspx?param=wGEVXQvvtDqu3mwFvZ35 VD... 2/7/2018 x 4 e Florida Building Code Online `V Page 2 of 3 Summary of Products _ FL # Model, Number or Name Description 243A CA-640 Fued (Non -Impact) Aluminum Fixed Window used with Caaement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R2� C�41]OG1413�y( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R20 11 17061413.odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER (type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: 243.2 15-040 fined Large Missile Impact) Aluminum Fined Window used with Casement/Awning i Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 17061415.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R20 11 17051415 00 ;for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports •. dt Created by Independent Third Party: 243.3 JPW ?' 20(Non-Im act) Aluminum Fixe0Window Limits of Use Certification Agency Certificate Approved for use In HVHZ! Yes FL243 R20 C CA _1J061408 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2021 j Design Pressure: N/A Installation Instructions Other: Please see the Miami-Oade County Notice of Acceptance (NOA) FL243 R20 11 32061405.vdf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 243.9 yr. P\4.- 620 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 17051410.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: NO, 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Mlarm,Dade County Notice of Acceptance INCA) FL243 R20 11 1iJ61410.09f for product performanEe Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information Created by Independent Third Party: valuation Reports eated by Independent Third Pa 243.5 P,W = ]2 ((lame Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use •Ye$ FL243 R20 C CA' 17061411.odf Approved for use outside Ht'HZ: es Quality assur act Expiration Date Impact Resistant Yes 019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Cade County Notice of Acceptant (NOA) FL243 R20 1I 3]061411.hdf for product performance Information, anchorage details, and anch Verified By: Miami -Dade BCCO - CE type, size, and spacing Infomra'ivn. re arty: Evaluation Reports Created b Independent TMN Pa _ 243.6 '± P:(- 820 (Large Missile Impact) Aluminum Fixed. Window Limits of Use Certification Agency Certificate Approved for use In HV(Iz: Yes FL243 R20 C CAC 170614L' odf Approved for use outside HVHY: Yes Quality Assurance Contract Expiration Date impact Resistant Yet 02/19/2019 Design Pressure: N/p. Installation Instructions Other: Please see the Miami-Da83 County Notice of Acceptance INCA) FL243 R20 It 17061411.odf for product performance Infdrma65n, anchorage details, and anchor Vedfied By: Miami -Dade BCCO - CER type, size, and spacing informd[i8h. Created by Independent Third Parry: Evaluation Reports r': �• Created by Independent Third Party: 243.7 IPW25420 (Nan -Impact) Flxetl Wind.w' -Vinyl Units of Use Certification AVenty Certificate Approved for use In HVHZ: Yes FL243 R20 C CAS 17061408.odf Approved for use outside HUNZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 04/30/2020 Design Pressure: N/A installation Instructions Other: Please see We Miami -Cade County Notice of Acceptance INCA) FL243 R20 It L{061408.pd for product performance Infor.-,ton, anchorage details, and anchor Verified By: Milan--i-Dade BCCO- CER type, size, and spacing Infomla:Jon, Created by Independent Third Party: Evaluation Reports - Created by Independent Third! Party: 243.8 ": 0111-5440 (Non -Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate ` for use In HVHZ:"EC, FL243 R20 C CAC1]06340] o df _Approved Approved for use outside H I Z: Yes ImpactResistant Not Quality Assurance Contract Expiration_ Data 09/24121120 j Design Pressure: N/A Installation Instructions Other: Please see fie MiambDede County Notice of Acceptance INCA) FL243 R20 11 1^61407odf for product performance infomtatldn, anchorage details, and anchor Verified By: Mlaml-Datle BCCO - CER type, size, and spacing o(.2froaubh. Created by Independent Third Party: Evaluation Reports - Created by Independent Third! Party: 1243.9 PWF5520 (Large Missile Impact) Vinyl Fixed WlndbW. Limits of Use Certification Agency Certificate Approved for use In HVHZ, Yes FL243 R2O C CRC 17061409.odf Approved for use outside HUNZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 http://www.floridabuilding.org/pr/pT_app_dtl.aspx?paramwGEVXQwtDqu3mwFvZ35 V D... 2/7%2018 Florida Building Code Online ItT Page 3 of 3 Design Pressure: N(A,,, Hy Installation Instructions Other: Please see tiie;Mland-Dade County Notice of Acceptance (NOA) R243 R20 11 17061409.ndf for product performance Inficar ,cn, anchorage de 'is, and such Verified By: Miami -Dade BCCO -CER type, size, and spacing infprmption• Created by Independent Third Party: Evaluation Reports Created by Independent Thirtl Party: I1243.30 Vinyl Fixed Window used with Casement/Awnin Llmlts of Use Certification Agency Certificate Approved for use In HVHL• Yes FL243 R20 C CAt. 1➢061406.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes ri 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R20 11 17061406.odf for protluct performance information, anchorage detalls, and anchor Venfie l By: Miami -Dade BCCO - CER type, size, and spacing Imorma0on. Created by Independent Third Party: Evaluation Reports Created by [ntlepentlent nil Party: STaFp2 Curbed :: 2801 Dill, Store Road,I h ,• 32399 Fhene: 950.492-1624 The Sure of Florida Is an sa/EEO employer. Copyright 2002-2013 State of Florida.:: Privacy 5ate iagg :: Accessibility Statement :: Refund Statement Under Florida law, emab addrasasa—ee, public records. if you do not want your e-mail address release4 In response to a public -records request, do not send electronic mall to Nis entity. Instead, contact the office by phone 9r by traditional mall. If you have any questions, please contact 850.482.1395.1 Pursuant to Section 455.275 (1), Florida Stabrtez, effective Oc)ober 1, 2012, licensees licensed under Chapter 455, F.S. must provide Ne Department with an email address If they have one. The smalls provided may be used for gMdal communication with the licensee. However email addresses ale public record. If you do not wish to supply a personal address, please provide the Department j'Ithtin email addz s which can be made available to the public. To determine if you are a licensee under Chapter 455, ES., please F` d.k jb E. - Product Approval Accepts: OR E9 M lac_ S R Credit Card Safe R. �•..ht i1 .- E http://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQ..WtDqu3mwFVZ35 VD... 2/7/2018 MIAM4DADE o v�. DEPARTMENT OF REGULATORI BOARD AND CODE ADMINISTRR NOTICE OF ACCEPTS ECONOMIC RESOURCES (RER) DMSION MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room.208 T (786) 315-2590 F (786) 315-2599 PGT Industries, Inc. 1070 Technology Drive -' North Venice, FL 34275 SCOPE:`�� This NOA is being issued order the applicable rules and regulafionsogoveming 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). I This ,NOA shall not be valid 'after the expiration date stated below.. The Miami —Dade County Product Control Section (In Miami pale County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product oFimaterial tested for quality assurance purposes. If this product or material fails to perform in the accepted 9ianner, the manufacturer will incur theexpense of such testing and the AHJ may immediately revoke; &Idi: r, 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 de ly with the Florida Building Code, including the elocity Hurricane Zone. DESCRIPTION: es "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: WE lation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06106117, prepared by manufacturer, signed and sealed by Anthony LynniMNaller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance _number and expiration date by the Miami -Dade County -Product Control Section. MISSILE IMPACT G ,Large and Small Missile Impm an LABELING: Each unit bear ent label withthe manufactu ' e or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. I."'. a: RENEWAL of this NOA shall%e 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, adbcnising 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: Thu t4NOA 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 begone Ats entirety. INSPECTION: A copy cif thisg'entire NOA shall be provided to the user by the manufacturer or its distributors and shall be 4 lableTfor inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629;14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document men ned above. The submitted documentation waT reviewed by Jorge M. Plasencia, P.Eai. E n .Ez iration Date: Februa 19 2019 / J!e r%!7 �lppfeval n e rlrtnher 12 201 Page 1 PGT Industries, Inc. A. DRAWINGS %<-`'r 1. Manufactuar's die drawings and sections. (Submitted. under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 111, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, "signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reportszon,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, Dbraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacers stem at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Rdp'(6s No. FTL-8717, FTL-8968 and F'TL-8970, dated 11/16/15, 06/07/16 and, d6/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted und&prevuusNOANo. 16-0629.14) '' 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 = K] Forced Entry Test, per FBC 2411:3.2.1, and TAS 202-94 along witli=inarl.I.M-up drawings and installation diagram of an aluminum fixed window, piebark by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212'dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted' 1 'a 11, NOA No.13-0502.03) 3. Test reports on:., Air Infiltration Test, per FBC, TAS 202-94 j Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,1AS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 k 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 aad irL-3850, dated 07/18/03 and 07/3 r/03 respectively, all signed and sealed by Josephk Chan, P.E. (Submitted, hde'OiNOANo.03-1105.01) 1 -� Jorge M. Plasencia, P.E. -S, - - Product Control Unit Supervisor NOA No. 17-061411 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 ??y E 1 ;t jt, fi X, l i :1 I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS. 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (20I4) and FBC-61 Edition (2017), dated 09/15/17, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS _ 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol0, illtraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring oii'"07/08/19. 2. Notice of Adceptbance No.:14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlaye " dated 06/25/15, expiring on 07/04/18. 3. TREMCO Fart No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864'Specification for Dense Elastomeric Compression Seal Gaskets, SettingBlocics, and Spacers with Option II exceptions. b) ASTM D41- Standard Test Methods for Vulcanized Rubber and Thermoplastic' Elastomriris--Tension of 1600 PSI. c) ASTM 13195B Test Methods for Rubber Property --Compression Set for 22 HRS 158°a � d) ASTl�fDi 524 Test Method for Tear Strength of Conventional Vulcanized Rubbr:r and Thermo ilastic Elastomers of 143 lb/ in. ,'k Y .1.. 'Y 1 Jorge M. Plasencia, P.E. - P uct Control Unit Supervisor NOA No. 17-0614.11 - ` Expiration Date: February 19, 2019 Approval Date: October 12, 2017 _ E_2 '>t, < 'i i r'> PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement 'letter, of conformance to FBC-5' Edition (2014) and FBC-6t' Edition (2017), dated 08(29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. , 2. Statement letter' of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No, 16'0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Ch'anda, P.E. ' 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. x (Submitted'under previous NOA No. 13-0502.03) ,.o: 6. Laboratory;rcnf)lliance letter for Test Reports No.''FTL-3835 and FTL-3850, dated 07/18/03 aril O91/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submittid underNOANo. 03-1105.01) 1 . + y. G. OTHERS 1`,,d 1. Notice of Acceptance No: 16-0629.14, issued to PGTiIndustries for their Series "PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring on 02/19/19, i3: el C Jorge M. Plasencia, Y.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12, 2017 E-3 11 MW.A:4roN v..:'P.n�x C;N2i v* .a:•�:ua- � .. -.• ' u 1) THIS PROOUCT HAS BEEP DESIGNED A ItSTeU Iv wmru .•.. n THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THEl4WTIPTO-TIFWDTH HIGH VELOCITY HURRICANE MINE(HV ). U EOIN WINDORNEOEBRIS44.IINVISMLE 4rBUCKWIDTHREGIONTERSARENOTREOUREDJNST /-c 9V INTHE REGIONHEDU INBULAT TE(W)MUT TEMPERED. HVHZTHEOUTBOARDLITE (CAP) MUSTTEMPEREO. UGHT'MDTH ............_.,,-.-...�..�.cuF,v6 _�I WOOD SUCH ARE TOM IS O.C. III I- •� T) DESIGN PRESSURES:, A NEGATIVE DESIGN LOADS BASEDON STRUCWRAUI CLETEST PRESSURE, FRAMEANALYSIS AND GLASS PERASTM E13M' B. POSITIVE DESIGN LOADS BASED ON WATER TESTPRESSURE, STRUCTJHAV CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS PERASTME13W. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ABC. 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DMIGNEO TO RESIST THE WIFDLOADS GORRESFONDINO TO THE REQUIRED DESIGN PRESSURE. INE,.1,%. GT?G55,INCREPSE HAS NOT BEEN USED IN ` THE gDSGTJ Gr Tr'." ^RON-Y. THE 16 L^A'nnR-TON FACTOR WAS USED FOR THE EVALUA➢ONOF ANCHORS INTO MOD. ANCHORS THAT. COME INTO CONTACT �t" OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLONOA BUILDING CODE FOR CORROSION RESISTANCE REFERENCES' TEST REPORTS MR 5,3859 A T212; SUM �+- r4BUOKSIDTH 46LE - VISIB UUHT LIGHT WIDTH ~ WMAX D,SHEET>-JI ar c II}AEiO BULK SHEET i J HEIGHT ' I— ! _- —.- R2Aiti DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE A SMALL SEESHEETSZ5 MISSILE IMPACT RESISTANCE T MAC L E,SH EETT ELSH 96' BUCK HEI,aHi I �'. 8]-0IT ;rB LIlHEIGHT I. DO 6 O.C. 4VeUCKWIDTH 45-W°VISIBLE LIGHT WIDTH VISIBLE LIGHT XF.ICYT 96° BUCK HEIGHT SHEETO ' I F�•2•MAXOG 2.� H. SHEET � SHEET7HETT F^ S6WLO.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION RESTED UNIT) (TESTED UNIT) FIGURE I: 1 Z.OZ SHAPES AS SHOWN BELOW OR SIMILAR• MAY BE USED BY INSCRIBING THE SHPPE IN ABLOCK MAX AND OBTANING DESIGN PRESSURES FOR THAT BLOCK BITE FROM TiETABLE90N SHEET52-5. ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND IT GO. MAX. FOR ALL CURVED FRAME MEMBERS SEE FIGUREI 1.GHEET WIDTH 1ro.c. �WIOTf I-- WDTI -•i i"-WIDTH---•i h- -� MA)L -Igl �,- �—L c =1 I x xl I xl I MAX. aJ I-- MDR1 - 1 1-- WIDTH —i ULTRACON NON MOD CRETEFLEX NONANSVAFBPA NDSFOR I I -- —_ — -T- WOODCONSTRWRIONANDAUM1IINUMOESIONMANUAL , , Tr —1 T r 10) THE 720 SERIES USES A PVB INTERULYQY, THE WO SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAYALSO REFERRED AS THE 707 SERIES. CODES I STANDARDS USED: .201> FLORiDA BUILDING CODE (FBC). 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC). 5TH EDNICN . ASTM E1300O9 .ANSVAFAPA NOS4WiS FOR WCOO CONSTRUCTION ELEVATIONS ............. - ............... - 1 G WJNO OETALS.,....... ...... ..... 24 DESIGN PRESSURES ................. 23 iJSTALLATON FLANGE.- ..... ...6 STALL4DON.' WA_- EG._..7 (NSTALLATOWtNT. FN N-.. __ 0 INSTALLAI!0N. INT. FIN B.....-._.9 CGRNERASSEMBLY......_-_ -10 EKTRUSION PROFILES.—..........11 PARTS UST.. _._.-.....-.._.___ 11 W� GL sl x1 1L J H—WImH h' WIDTN -•-I F— MOTH —I h' WIDTH -i (---- —1 r Tr— T T�--- .AWMINUM DESIGN MANVAL,AOM-2115 0 'SG'.; I RARAY SENTRYGL45 INTERIAYfR'BY KURARAY AMERICA INC. x I x .AISI SIW2 •pyB•=9(UPARAY TEOSIFOL®PVB IM1TERLAYER' BY KURARAYAMERKA INC. .gLSC 36G10 . ':J TAB E 1. Dm4Ap5Fn Steel t TI 'L9m1 IWA0-.090'FVB-6HGHS) 2 10'Iaml 115 H9-.PJD'PVB •3'iP H9 3 3 1.11ITU.i. Gs WT-Y116' r-3'10'M..M'PVB-116'Ha 2 4 IA118'Leml.p 9I16'T•ltlE Ain910' TF. MY PVB.3OS 149 3 5 TH6'Lentl MI6'Am.p00'S0-M16'M 4 8 ]I10'IaM 10'HS •.090'90-2118'H9 fi f-III6'Leml.D3f38-T-TI16'AV•Ytfi'M .080'3G-9lt0'An 4 5 11118'IamI. IG I6'T-1If6'Alr-S1CH5-WO"SO-3'10'HS S PRODUCT REVISED as cempi0. -M Ns Florida BW dI., CCooB! NOA-N.. 17-0614.11 W CHORAGE TO FED 201Y. I O K @@rr N � 9� alPo Q m Q'p �m Z B S ul� a UUyo as u (D D O xx 2E a i Z p �2E S 8 0 5 a J LL Q ® NW 0� IeeK N W O O 0 Z clm5 O z J Im Nry9ry5' W 2 22 U I X W 1gals a0145 i — I�LLHNI,I ANLLL�. o roe .9 m 21 w Ix8 0 Bois EE 6" sc le A ZO c � N o � N C a Z ® 3015 a3AA8.060l Sn..t LO H XXX 1LONS Bd.OBO' D y _ SStlIO(F31V3NNY.9NE— F ssn !903N3H1ON3a15/ m lVaH SNE O Z o V N Vls sgr to Z. <o 031"IW AVL HUG)!l1Zn1mmXZ sZ pgp o r 0aO AHIN011a3ANO31ON3 C c J �+� 33 AUW SNOIGN3APa aiatl1 No Pole H m a, g �o —T 9e•. y N 31 x m IS 1aOHS A 1�— 301S bNOl -'+ s '13�t�s SIHlI l C 3015 �\ 1a0HS E'er 301SONOl 31185Stl10 .BiG u3AYa3 Nl L L'VL9O-LL '.N-VON MP eu!onse �PNoa SI 3 eul/nuoue O3SIA3/J LOf1O0Hd 'NIH1lMLd Al3L3ldN006NOISN3WI0 TtlN3NO3H11YJIHM NOISN3WIO N0n9 3H13NIWa3130 O1 NOISN3W1[ S 3dAl SSY19 6SN1O 03a3dW31.A41E W Vlsswo 'WON.OWVL J aolaa x� E'L 'XTW D'O.BICL4 � 6Z AINO Sa39W3W 3WVad 1 a3�ano lv a3sn NOtl1S S'atl1O �-1 031tlNR1M154/L Lan aNnOa MdaO3'm .I. 911'LB -r.[-Nl«/, WOV., a5 BELH 1.99 I. PL I • r5 OB'G 06l_� N - f . O0 H •• +`- 9Sff/ S6aH CEfI ZQ'P /+ MI. MI. H WI+ OP+ ap g 4591. laffr Llt l+ YSLI Z6!', 0 Oa/+ MI. Bp a� Cff, C01'Ir 1p[-, B[LP Oa, 1. WI. Oa/+ Oal+ 0"; Or Z 59'N 6'89'N 9MI+ afiffl+ L£Gtl+ Y+ A paP ml. Offl. Oal+ Wi+ Offr• i 6ffh 601'1* sell, LatH W'l. OffP Oa, Offl+ 6ff+ 0 t OD CDCM ra1'Ia p'61-N OaA OffH 0aH Oa/+ OaM MI. 0aH M.W M. Off,/+ PE OaN Dar. Wi+ Oah Wl• Oal+ Gala wo Ba/+ 0ff+ Oal+ PE MI. aal. Oar. Off/+ Mo. 0a1+ 6P+ MI. fief. Oal+ M. MI. OaP W R paP W'!, Oa/+ 04 • 9ff1+ aff/. W.,. M, 2E aar Wr. oar. Wr. oaf+ MI. MI.- M'. MI. 0 O ae uL-fia4 wL W: � P6 w W a os BL zL ea -la lu ap Bwl E adAL sWo 1o)(Lsd'l+) amssald u61saO aoPuM @u ert2e EaffH EP - r . -� 'S'9a1� �" "L'69'1• re L_ -- —'—i '--' IGRI• 'LILN a -COVl. LZLI W w ESar �ff8ff1 LL I• a;11 ELal SOG'1 9£1H ptL! % S lB'I« l➢il+ 8Wt- DZril 9ul. LBLH ZS L'BS'H 1L4+ LWI+ C'OL'N LlC/+ 9U-1. Oa. OS H '49,1. 6Lff1+ Eaffl. 6'111, 99L-/+ CWI- Off, a6 g L'@I« EUaP SEW Baal+ Ia1-I. aul.l. z'O.-+ W1. OPI+ BD 9 S'S'N 16SH 9'S9'N fi"al+. 4ZL', 9'SCI+ 66G'H OB'/+ Wtl+ Z'W'I- 8 S-I+ B"Iffl Lbff/+ MI. GLI'l+ CV.l+ tal+ Off+ Off, MI. Zr B W. ElG"H + I+ BaH L'S41 [OCI• SZG'I. E'LL'i+ ZSLi+ CLCf+ LW_I+ Z'llY+ Oal• 9 w1+ MI.M9+ MI. 04/+ Ml+ Mo WY• at 0E zwla zri+ I Sri+ SR f+ L6L'l+ MI. 6a1+ a4M MI. W/« .11. BE p 61'I• 06 -l+ WY+ 061+ W H Oal+ M 00-I. OB'l. l+ MI. 46 afff+ O9'H Ml+ 0 i+ WG. Oil+ 0a/a On-l+ 0aP 0aH 0aH Oal+ M. OaN Oa/+ OaH wt, OBI. Oal+ MI. 09-I+ M. zC 0E ZM1 L 90L WL i 0 DB 09 91 21 BIL-LB Iu0BBwI " L adk ssvlD Lo} gsd yr) aJns$wd uBl58a mopuslq TABLE a'. ' Win dow0-sign Pressure lH-, psfl for Glass Types l84 LdD !n) 30 n 34 16 3B 67.1/8 1 +480 a;EO •1-SU H80 HAO 12 1 NEO •140 N40 NEo 1 16 1 N4K .1E0 QED NED 00 •IEO HAO H80 alEO 4 NAO .140 1 •IEo ,HAD NEO 88 +1.80 .140 HAO I a1.80 1 +IAo 92 Oto .IAo •/AD HAU MEO 1 95 1 a1-80 HAO .I-00 ,HAD a/AO WO •IAO •fA0 ./EO NSO alEO I 104 I 1 ♦HED ,!AO ./Ep 1 •HED •IEO 101V2 I BH80 NAO •HED +1E0 •/ED I 1f2 HAo /m •HAD NAO •1E0 Iii6 •IAO ,IAO •IEO HED •IAO 120 HEO •HED NEO • .IEU NAO 124 +IdO Na0 .IAJ H$I 128 ./� N� +/AD r. 132 1ffi •HED .IAo •IAO NEO al.� 1W N.B3 •IAO 144 NAO •/Eo W HAO HEO .140 H40 •;EO +IEO HED QEO +180 •HAD .IAO U 0 12 NEO .Ia HAD NAO alEo +IAO aABo HEO +IAO NEO +! 4a HAo ./ED .IEo .1EO •!AO .HED .IAo .I.Bo .HED 1 ,r.eo 1tl HEU NED .IEo ./ED •Ywl .IEO •IAO #,A +FBo 2 46 NAo HAD .IEo .IAo HED .IAo .HED ./ED 1 a4 HEO ,IaD +rED +IAo Y 52 7TS NEo NEo.-.. +/m -.1. -140 •IAo .1-00 +l-i9.t _ .._. .. m 5`1Se Sfi HED 1A0 HEO HEO IAo IAO IEO -iH ]91 I.lB.e H" 50 !AO •IAC AO _ e. Ao •lAo —. - —_ .IAa HLi18 NEO NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FIANGEO WINDOWS. SUBTRACT I- FROM-HETIP T0TIPDWENSIONTO DETERNINE THE BUCK DIMENSION. 2)FORSIZESNOTSHOWN.ROUND UPT0THENEXTAVXlA SHORTORLONODIMES10N. 3) FORARCHRECNRAL WINDOY✓S, FINDTHE SMALLEST WINDOW SIZE IN THE TABLE ABC=MICHTiE OVERAIDIMENSONS CAMPLETELYFR WnHIN, TN6-IAMI GLASTACKSS STACK ON T�I —3 3116' HEAT STRENGTHENED GLASS AE 1J EXTERIOR w GAS SITE GLASS TYPE 2 l%S e-NOM GIhSS STACK 711fi LAMINATED GLPSSSTACK GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HOMEONTALLY AB SHOWN. ONo SIDE S LONG SIDE SHOW 1 SIDE SHORT J- L SIDE F— �- LONGS[ BE --� SHORT LONG SIDE SHOE '_F�71 EE 1 SHORT r EIOE PRODUCT REVISED Bu11C1 p COUe.i0 0e FloOd. ROA-Na 17-0614.11 RapNetl9e Date 02/1912019 lti u) D x U o a m o NT U p� D, VN O r`r ' ,mjO S� U, r Z Wj pp w u 0 U o O � wy CW oZ .pW_. O H g N w •'- LL o J Q N a e X IN n a z � N 0 Z *:• - Na. 58705 E Window Design Pressure(+/-.psf)for Glass Type Leap sae m 67.718 T2 ]6 BD1 84 1 99 92 9B tID 104 109N2 30 •W.12&4 +901120 +9W4155 a9D'-111.5 +90/-1435 .901-183 +901.1045 +9M403.5 +0.1025 .90-1017 •M47.9 32 +501-116.9 •90-1108 +9WAM.3 •9 .101.6 +9N.907 .90'-07 .9Na23 •901.90.8 +9W% •Ia9.9 +1a9 M +W.108.9 .901-ISS I.90'.B&B •9O'.95, .90atE a.632 •I44.4 .141.5 .14D1 +I. 8 +Id94 26 aB01-tp2.6P-1 L1 •90,'.928 ai&9 .14S5 r142fi r/79.7 •I.n,2 "Jai t-734 W-R2 38 •9 ,IZ2 1 •1432 +14B1 .1.781 +I-]52 .Id25 .1-700 Wa&5 +I�3 d0 +901.96.62 +1a26 .1.791 .LTr.2 •1-T43 +I 71.3 .t T9 .1fi 1 +/ 4 •141.6 12 -W-91.3. U-80 .F9.4 W �4.3 WAi3 H4f02 •1411T •I41.8 .149.8 W382 .- 44 •Ib634 .1.78.9 +I-T4 •I-T2.1 HEfl9 +1 5a -1 22 4.517 +1S7.5 48 ib54.8 •/-1T.2 +l-T3.6 Mel •/A58 .I43.6 W403 .14.T IB H82I3 T]56 1418 la&3 ./449 NatS •1a32 50 .1409S IR.1703 1467 a3.1 a97 52 U-T91.0 , ]t l l480 145, slat 5fig.6 IT05 ! iS6 /e&e 1453 I4 2J 1a66.1-n7125n.1�.�_A 56 .Iae. 07d�9 Wa] Window Design Pressure (+A, psf) For Glass Type 7 Oros eln 67-0I8 1 72 1 16 1 60 BB B6 1a0 184 Be ,Bin-1L r9b-130 +98'-130 +fiN-126 1.6 ,90Id 196 -1 +801-116.1 +66'-1R , 115.e +9d-111] 90 109 +804109.9 32 .aw490 .90140.1 .Ba•-119.8 .9D1-11d4 .5 .901-ID9.1 +9d904.3 .901-002A +BOF102 rBM-tOtA .BMA 34 .9O'-ID.1 +9W-41 +W-lna +m 07.5 3.9 +M0 7 r90r9£3 ,8016 1 K 40.5 y!A +dA6 38 +".!!a .9D'409.8 +9a"a' K 4015 a .WN 3 +1-80 +la7.3 .1411 .1423 +IaL2 a8 +9w-1112 +B8'-f04.2 +BNa72 .9aHM 1.1 .1d82 .1, .A61.8 .149.d +P7& +I-4] 10 .90=1059 .80'69.0 ,9 914 VW- 0.1.2 •144 .IE0.5 +H6.7 .l-AA ./-71)a +IAN 42 .BD'-103.2 +90'-B5.] HN-012 W47.4 Wa0.6 f.1-76.3.1-71.3 +IA W-031 .148.6 H4&9 +145.2 d4 .SY-S%7 Z:IXA 1 N-99.1 .r452 .4 .1-77.8 W-7d.1 .NBa H473 .rA3B u° 48 . -980 + 41.3 W 7.2 H432 .2 a/VoA +/41.7 W4&1 •_5.1 -- 46 +9 -sss •149.6 W4154 +IaL2 .2 .1-]33 .r49.6 +"as 60 +9wafA "'4'7.8 +loll .149A .3 .1-T1.3 Imm I l .1a9.4 .I .5 Y /.q.fl W-T.] .S' a43A54 .1 .1-79S .l-06 9 I' j6 A •I-T.5 W-T39A .l-]9Awa .pne62 1e4 W.1-74� 466 e]d16 WIGLAMINATW GLASS STACK 3/16'ANNEPIEO OLl55 4 11 USEDATCURWO FRI,NIEMEMBERSONLY 29 @111-T/B•O.C. MAX. FRAME EXTERIOR I ti 20 .a Y' Gras: 1-ifle NOM. GVSS STACK 3fle TEMPERED GLASS NOTES' 1) BUOK DIMENSIONS SHOWN. FORFLANGED'WWOOWS, SUBTRACT 1' FROM THETIP-TO-TIP DIMENSIONTO DETERMINE THE BACK DIMENSION. 2) FOR SIZES NOT SHOWN. R00NO UP TO THE NEXTAVAILABLE SHORT ORLONG DIMENSION 3) FORMDHITECTURAL WWOOWS, FWD THE SIAALLESTLMNDOW S12E IN THE TABLEABOVE WAICHTHE OYERN.LOIMENSIONSCOMPLETELYFRIMTHIN. 4) THIS SHEETAPPLFS ONLYTO FLANGE AND EOUAI,L G WINDOM.00 NOT USE%MTH FW4 ME0 WINDOWS. EXTERIOR a Expiration P-0-SO INTERLAYER REVISED wI ". Flo11do GLASS BRE -.- LONOSIDE SHORT [ NO CHA14GES THI&SHEET. 3 SIDE Y SHORT 3 W m Do, SIDE >> w a 'nvl O � O L (7 N g !"O m TA E DIMENSIONS MAV BE 0 m S W n ORENIED VERTICALLY OR O-d� C" -Z7 Aa HORIZONTALLY AS SHOWN. Z W m e W ""`0 17 UU_ ®a y, uu (07 5.ut 71UP WAINATED a Ty 0 m ~� GLASS STACKQ�Q W W �31,6-ANNEOOJSS j m O EAL _�3M16•ANNEP1EO Goss Q e Q �ABO-SO INTERLAYER SHORT I- $ In W Iaa+ 510E T- ® 2 It onF3wz G O K ryP SIB' 3 C2� a �G1.A$SCrTE O -S 2 Nc LONG _ SIOE B3 W ae U LL O 13 •rm a.0 ..w GLASS TYPE 7 1 . `�pNY LYNry/1 j].. SHORT SIOE?S�' VC�SF',�G.a: A. LYNN MILL6t RE. TABLE T: ' NiU1dOW Dl916B PR96UR Nh P9f1 for Glass ryP19 686- WgbO n W-0lB R I0 PO 91 08 93 96 1W 106 1094Y2 112 118 120 124 I� 1ffi IN 140 19 30 J2 34 •m.13) •9W-130 .9p'.13) •9W-IM •9W 1?0. .9W.130 •9W.130 a901-130 •9W-101 +901.130 +901.130 a9W.1]0 •9W-1>D 4901-1� .901-131 +9 -130 +9W�130 .9W-130 r9W.13D +m.130 •9W-130 •9W-130 +m.130' +9W-190 +901�130 .9W-1W1 r5W im +9W.11 .9W-13u +SW-190 .90l-iJ0 +901.130 -190 +eW-130 ' •9W.130 +9W.1J0 a9W.130� am.1so .9W-130 .90.L130 •9W-130 •9W-130 +9W.130 •9W-im •9W-130 +801.130 •N-I]0 4901.130 rgW.13p +9W.190 +90.W r9W.130 49W.130 +9W-130 •9W.130 r9W-130 •9W.1]0 . 30 •9W.13p •9W-1P +9W-1>0 +5W-19 •9W.13] ' r9W.130 r9W.130 •9W.130 •90/.t Wl .9tl.130 .BWA ; W.130 +9W-130 •9W.tD •9W-t3] •SO/.191 38 .9W-130 +9W-iT •9W-1m +9W-130 •w.im +9W.1S .SW-1W1 +9W-1D ✓AI-IWI .90•-1� .9W-130 .9W-1>7 •90/AM2 •9W-123.] 40 .9W.130 .9W-1]1 •9W-1]0 •9W-130 1 +W.133 +9W.IW +M.IW +9W.IM NW -IN .90'-12 0 r9W-1232 •9W-122 42 +9W-130 •9W-IN .9W-IN 430 +BW.130 apW-IM •BW-130 •9D'-129.3 +9W-12A2 •9W.119.7 +9314144 H .9W-IN 490 IN .901-130 +9W.f]0 s9W'-130 .01.130 ."-190 a9W.1245 +9W.119.4 +gW.115 W •SW.130 +91V-130 •9W-130 .9W.130 +9W-130 +9W-1D •9W-12&9 •9W.lW5 .9WAI5.3 !B .1D + WIN +9p1.1'.M •9W-130 .0.130 .N.129.T r9W-12J •90'-ti6b �Y' Sp +9W.130 .9W-030 .9W-1J9 •9W.130 .90I.IX .9W.WB2 +09.N.11.4 _ y 52 •0-iW r9p1.130 _+9W-130 •901.IN •901.IW rBaV.123 51 •9W-130 r9W.1J0:, +9W-130 �9W-tJ0 +8. WA.1- 50„ +9W-13J -9W-1D' r9W.130.. f0AN-129 .. + _. _ .. 84 66 a9W.t3 67-71e •90'.190 W NDOM. 1-0N6•NOM. 711V LANNATED GLA55 STACK GLASSSTACK I .ew SO WiERLAYER W16-TEMPEREGGLARS 311VHMT 3116' HEAT STRENGTHENED GLASS STRENNGTHENED GLASS 7/1WAIRSPACE 5 UGEO AT CU0.VE0' _USEOATCURVED FRAME MEMBERS Oh LY ?B '5IB' FRAMEMEMSERS ONLY 2B {4WO.C.MW - �1 GLASS SITE �@1148'O.C. MAX 1.2 1.2 EI(TERIOR - E>GE H., 20 13 GJ sm GLASS TYPE 6 BUCKDIMENSICA. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HOR120MALLYfS bHOM _ 7A6'LAMINATED LONG t GLASS STACK SIDE W16•XEAT STRENGTHENEOGLASS f� LONGSIDE d 3116-HEAT 9THENGTHENEOGLASS r l E90'SGINTERIAYER SHORT 1 SIDE y� _ SHORT SIDE GLAS6BRE f~ LONG SIDEE 13 SHOE LONG 21 SIDE SIDE GLASS TYPE S L 1 I --bSOR _510E I PRODUCT REVISED BRIIOInj C , Mp Me Ma" H..".. 1T-0614.17 " NG CHANGES THIS SHEET, W M y U Of ❑ F R p N Y M1 .0+2 •IN O (,p'I L9 ro pN n pM J0 Z U' io vo W 'a0 VUd a+s o 1 ddd 0 oZW F N 5 Q o b F 30 N Z z I, a a # N.. 58 Tp5 p�T �''Ap�ONAL ONG•• A LVNN MWFAPE 0 - - PRODUCT REVISED ' mpyin9 wRINPS dd. Nolldln9 COE INSTALLATION INSTALLATION EMBEDMENT HOA-k3e. '17-0614.'17 EDGE DISTANCE SEE ORFRAMIHO,SEE FRAMING NOTE 2,THS SHEET TYPE TYPEB TD�ifatlon Date D7J79/2079 I By INSTALLATION EMBEDMENT 1X WOOD SUCi(STRIP, SEENOTE2,THGSHEEI` Miam de uet Con. TYPE IA i� SHIMS " EMBEOMEM TYP,ANCHORTYPE, EMBEDENTAND EDGE EDGE DISTANCE PERSUSSTINTE. DISTANCE EDGE SEETABLE S.THIS SHEET DISTANCE /�f A - 1/4' MAN SHM A EMB'e0 ENTAND e NO CHANGES THIS SHEET 1 DISTMCEPERSUP Y } "A. II ' ii SEETABLEe THISSHEET .' `-• _ '�IIS�Efl ATGIRVED - r EXTERIOR ,� L _ Y 29 FRAMEMEEER6041Y �A.t-Y o.c mAx. U - ycD++ Rsxssr`t . —[7_ 11 5 I - t I _ } 1 t „ �/- YISIeLE UGHTW,DTH _..I ": . I I .' y1 { ANCHOR 4 WADOWWGKWDTN 2Je - PEGVIREIAENT — W,NDOWBUCKWIDTH I CONCRETECMU W m Y O TIPd0.TIPUNDOWWOTH �I PERANCHOR > a 3 n°b WINDOW EXTERIOR SECTION A -A REOUIREMENT e O T-BUCK N I HEIGHT (J 1/4`MAN.SNM HORIZONTAL IN Q wm OJm I TIP-TO-TP WINDOW. STEEL p t t G PB E& An M! Subltr o1sla e� Mln EmbeBmenl M,Kt2 Nit orN14 41095 SCMW P.T.9oWRm Plne (9G=. 6 � 1T Ak1mH6o6}TS mM. 6 0. A3661e61 A3 O.OB1'• 1T C110 1m Gr. WW 9IC 6.Iws• 6Ga 1T Haar MA Bbel6ertw (G'J MG-0 P.T. 6aa, mPlno (9G=06M11 I,, 1316' 1T mtrm,606}Ts mm. OL6Y• IT Ab9fetl W9Ir 0.663" 1 W`41068 GH a II mNeE CMU. 31M C901 2-1/S 1.114' tY Co.w (.N. 3.35 top 1• 1d v IT -III'91«I Ma..Ma..Con[mb _ 1. C°namle lm . e 1' 0nhi. zll5bp 2-Vz 13'8' 1Y Wgrn•�4`.36 Tt63Y G6o) GtMMC CMU A91M CW 2Ut 1we 1T "Y-1/2.1 1.L1' 1T M18. 51«I UttmeCn Cancmb Imin ] 9 kep 1-t/A' 13R• IT ANd CMD, ASTM GB9' Y-112' 1.LL' 1T Upo 6a ,Z1 ias O,M AiC oZm r B z O LL I I S O m QZ O i F SQ Z Z Z Z la O ti (WD LL MIN.OF 3 THREADS BEYOND THE METAL SUSSTRATE I- 1 1%WOOD BUCKSIHIP, 'UNGROUTED CMU' VALUES MAYBE USED FORGR0UTE0 CMU MPU6 MNS. SEENOTE2.THISSHEET INSTALLATION NOTES: SLaONY LYNIV*, } CONCRETE PER 1, USE ONLY ANCHOR$ LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EOOE `31]CENSE'��!_ DISTANCE LIMITS. EMBEDMENT ANCHOR REQUIREMENT k • z W000 BUCKS DEPICTEOONThZS .IX SHORT C I M= BUCKS WHOSE TOTAL �, 1 THICID+ESSis IE9STHAN I-1R'.1X WT10DBUCKSARE OPRONILL IF UNR CMIBE : - THICK LE GREATER. TO M SUBSTRATE -DEPICIEDPS TIC ARE t-1rz' I EDGE TYP, ANCHORTYPE, EMBEDENT THICK OR GREATER IN$TAUADON TO THE SUBSTRATEQ WOOD BUCKS TO BE INSTALLATION Y'^ DISTANCE ANO EDGE DISTANOEMBE ENGINEERED BY OTHERS OR AS MPRCVED BY AUTHORITY HAVING JURISDICTION. PER TYPES SUBSTRATE. SEE TABLECTHIS SHEET 3. FORATTACHMEMTO METAL:THE STRUCTURAL MEMBER SRN.LBE OFASI TO SUPPORTTO THE WINDOW F M°u1M MIn Fr NN F, sN s,— 91tz1 110k Up 6Cw 11'W EMONnCa16 Its 139ta1 1T/Yt. •IO 65 FbapeleFlev® 13TAMel 109.>kel OG4TSAIUNwm 1 11 ktl A]Bsbtl 464e1 69 ttl W.A6vY 61W ltetl aStai ' MAL iNG. VERTICAL ECTIO B-B PRO NDE NLL - b11lit 1 . ,e .ee„rm1c IGWPRDFP,r PRE$SUREFROMEnMWHDOWORMU ONNOA •Ivxu alum.PS. EDGE DISTANCE INSTALLATION ��— TYPE E WINDOW BUCK HEIGHT INSTALLATION TYPE F VISIBLE LIGHT HEIGHT WINDOW BUIX HEIGHT- 2Gr 2XWCC)DBUCKSIRIP INSTALLATION OR FRAMING. SEE TYPE G NOTE; THIS SHEET ' -- EMBEDMENT 114' MAX 1 EMBEDMENT SHIN B DIGE STANCE v4' MAX TYP.ANCHORIYPE. . EMTANCEFERSUSSIR SEETACEPERiU&STFAT` SEE TPR.E P THIS SHEET ATCUR%EO ` E MEMDERB rv• r ~ IB'D.G 6UVL • JV C�EC .:. .M __ PER, ANCHOR REQUIREMENT 1N' MAX. SHIM GTEEL SELF-DRLLINGSMS IDS), SEE TABLE P, THISSHEET INSTALLATION TYPE H p p �yy p EXTERIOR �/.IUJIJ�J MIAMI-DADEAPPRChED MULLION 21 (SEE SEPERATE NOA), ALUMINUM. STEEL SUBSTRATE PROEERTIES. SEE SUBSTRATE PROPERTES, INSTALLATION TYPE F TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. -HIS SHEET ' EXTERIOR I\ I MSIBLE LIG HT WIDTH - WTaDoweurx WADTH z:w• — � WINOi6WBUCKWiDTH. HORIZONTAL SECTION C-C PRODUCT REVISED mPlayg, WIM Ill. R.M. BYIIBinB Ga. NOA-N.. 17-0614.11 EMBEDM1LNT 6PtFdu.n DRA. 02I9/2019 DY Ml.m uct G.n EDGE DISTANCE NOCHANGES THIS SHEET. m 1 � CONCRETEIGMU PER ANCHOR REQUIREMENT pmNtr SIA48.le Mln Ed{s Dialhrte MH. EnlOedmdm Mm O.C. BF-1, 012Pr6144109SSCRw ..S Tam n. G= 5) Bl1fi' 1JI0' 12' m1.. Aud 319• 0 1r Gr. 6htlSM G[YImBG 11 (la 0.00.4Ud Ga tY P,T Pure .55) 1.LC tr Lvwu., TIt.1 A P�'�}'min Bf0' .1 0.063•• lY Pl2 erp14510015Gww (G5) A MB• 0.060' • lY Steel Stud ud Dr. 6r.33 min MB' 0.00.V 100a 12' 114. 41055 LtebMa m.t. M 21. m1w 14VC 12' 3,35 S 1' 1Y lie 5wnl Uva4.n m.W.(Mn315xQ Cel1[re1G (m6t 205 kaD I' 1w 1.Y4' 1Y DPncrel.Im Ink9q SIl2 tY UlMnuwM GNU, (AS1M C80) NT.114' 1J10' 1r GwMad CMU ASTM CBO 211T 1 d' fY Y1C Bwel U1NCW Dxmw h15WD t-Ld' 1�i14' 12' GmU.IfM1!, ASIM OB01 T/Ah B.Tf•yTaL• S —j1r=1)<• IMXSHIM TM % ' V•MNNGR.00UIEDCM:U.O'BVABWEYEOSNOMTYHSE USED FOR GRROU TEDCJUAPPILATONS. INSTALLA70N NOTES: 1XE OODNOT B. THIS SHE 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE SEE NOTE UTHISSHEET DISTANCEUMRB. CONCRETE PER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS=1X•, ARE SUCKS WHOSE TOTAL ANCHOR THICKNESSISLESSTHANI-1Q'.1XWOODBUCKSAREOPTIONALIFUNNCANBE REQUIREMENT INSTALLEDDIRECTLYTOSOUDOONCRETE. WCODBUGCSDEICTEDAS'TX'ARE t-0rz' THICKORGREATERINSTALIATONTOTHESUBSTRATEOFW DBUCKSTOBE ENGINEERED BY OTHERS OR ISAPFROVED VAUTHORRY HAVING JURISDICTION. EDGE TYP'ANCHOR TYPE. EMBEDMENT 3. FOR ATTACHMENT TO METAL THE STRUCNRAL MEMBER SHALL BE OF A SIZE TO DISTANCE AND EDGE DISTANCE PER PROWDE FULL SUPPORT TOTHE WINDOW PRAMS. SUBSTRATE, SEE TABLE 9, THIS VERTICAL SECTION D-D A. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLION NOA gPPUES TO WHOLE SYSTEIA. Yelald IYh Fr Nhr. S.S. B]atl 1W1,N 4194cmx 1Wk.i HOMY .l.. WIY d 1tY Ral "'KE 410 SS El - GA a 1 127.4W IBA?W EMYtlA4rLun aW AbSW WA. MIY n.bBu sM aBRM 4sm I 'PRODUCT REVISED 2XWOODBUCKSTRIP INSTALLATION INSTALLATION Bing spi ev Ith the Ftenea TYP.ANCHORTYPE, Noe-wa 17-0614.11 EMBE PER EMBEDMENT %�— NOTElOR THIS SEE TYPE) TYPE DISTANCE PER SUBSTRATE � NOTE 2. THIS SHEET EDGE BAy4Rtion Data ?J19/2019 SEE TABLE 10, THIS HEET DISTANCE r"-- SHIMS EDGE DISTANCE +{ BY EDGE MiamMae raewt ontrol INSTALLATION � DISTANCE (U 2K W000 BucKSTRIP 2XWOODSUCKSTRIP I a TYPEI ORFRAlAING, SEE NOTE2.TTHIS HEFT I NOTE 2, THiSSHFET TYP.GEDISTANCE TANCE PERSUBMENTANO 1I<N1A1I EDGEETABLCEPERSSHEET E, T EX^FRKM WINOOW BUCK HEIGHT NSIBLE LIGH HEIGHT= WINDOW BUCK HEIGHT- 2-wa' I INSTALLATION TYPE) EMBEDMENT MEMBFASONLY..,-- UVAELANE M 119r9 O f, qUX, - - 114'MAX SHIM —�-1 INSTALLATION TYPE L —+{ EDGE DISTANCE k10 STEEL SELRDEILLINO BMB (G5), SE10. ISS sm E I{1 .. NSIBLE UGM WIDTH = WINDOW BUCKNIDTH -230' WNDOWSUCKWODTH -- HORIZONTAL SECTION E-E Y",WRIOR V Anchor SL�OBN Mtn. Edge OAS... Max. O.O Swing Y-VYX.IIWBe,NeII P.LSMLwOPIne G=Ob5 SI1S' 2-10k.131-C mm NNl P.T, SaWlwrl PMa G=0.53 w 5' 2-1RK.14V Roo Net P.T. swlBlan Dille G-o.m w I IMO a 1• Steal Scmw(GS)• P.T. Salnhen Fine MC 0.551 Iw 6'• 0.093•AWmtrYWStedlTSmih 1flE A365Ne1 511G w 5" 0,0e5. 18Ga)SN9stlq Gf. 33 I S 2XWOODSUCKSTRIPI EXTERIOR MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE OR FRAYING, SEE 'NOTE 2; THISSHEET' '- _ • R9'MA%SHIM MIAMI-DADEAPPROVEDMUtUOM1 ,:! INSTALLATION NOTES: ,', -,- (SEE SEPERATENOA),ALUMINUM, STEEL FPAMNG OR STEELSTUD. 1.USE ONLYANCHORS USTED ON THIS SHEEr. FOLLDW EMBEDMENT SEE SUBSTRATE PROPERDES. AND EDGE DISTANCE LIMITS. TABLE 10,THIS SHEET T WOOD BUCKS DEPICTED ON THIS SHEET AS 'IV. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.10. 1XWDOD DUCKS ARE OPTIONAL EDGEDGTANCE IFUNITCANBEINSTA EDDIRECTLYTOSOUDCONCRETE. WOOD SUCKSDEPICTEDAB"2X'AREI-In-THICKORGREATER.MSTAL 7ON MEMBEDMENT TO THE SUBSTRATE OFYICOD BUCKS TOSE ENGINEERED BYOTHERS TYP.ANCHORTYPE,EMSEDMENF ORASAPPROWDBYAUTHOR"MMNGJURISOICTAM. ANDEDGEDISTANCEPER SUBSTRATE, SEE TABLE 1a, THIS SHEET 3.FOR ATTACHMENT TO METAL-TNE STRUCNRALMFMBERBHPII BE OFA SVETO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTION F-F C.IF APPLICABLE, LOWERDESION PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. EMBEDMENT hI ! I 1 Y I ILI i 6 M N d 9W 3 N G ry C,N Qw J 0 LL $ ni W Um BY ma >X� z oZm O F LL I- m 8 y w 3 O O g. m Z G Z C S J y: NN X LL LL j HI1 'esvl n _ - lh.t.M 1MIn Fr Nh Pr Netl eomr BEkd iN4e1 ECBST9NUINrvsn lattl EYd AY gee bti SBW G[.11 eM151W 311 11W /; Me. SBT05 �-n ATom' INSTALLATION . TYPE M - _RiOR L NNDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2- 4' INSTALLATION TYPE N a RODUCT REVISED 3% W➢00 BUCKBTpIP S complylaB wIM the Flad 6W14Inp aa0a ORFRAMINGI INSTALLATION TYPE M '-- INSTALLATION EMBEDMENT Hoa-Ne. 17-0614.11 NOTE 2, THIS SHEET TYPEN E+plmNon Data D2/ EMBEDMENT IW MAX SHIM r 1X WOODBUCKSTpIP,SEE IEMBEO,MEM ]KWCODSUCKSTRIP NO(E3._1.. SHE ET OR FRAMING. SEE NOM2,THISEHEET TYDGE S SHIM SHIM PER SUBSTRTANO ATE EDGE DISTANCE PER SUBSTATE, EDGE DISTANCE SEE TABLE 11. THIS SHEET TYR ANOHORTYPE, / V EMBEDMENT AND EDGE ` DISTANCEPERSURSTRATE,EDGE SEETABLE H,THIS SHEET-- PER ANCHOR REQUIREMENT 1/r A+AK SHIM . INSTALLATION TYPE O sTEEL I 111 t1' 11 V OWSLIIGHTWD -2= 4 1`- wwoow eucKWIDTH.za/4' WINDOWOUCKWIDTH HORIZONTAL SECTION G-G 11 IYP.ANII`.N M [MBEDMENTANDEDGE +yly I EXTERIOR IB DISTANCE PER SUDSTRATE. I� ..�- SEETABLE II,TMIRSHEET T1/4'AVV(SHIM MAMI4DADEPPPRDVEDMUWON ini (SEESEPERATENOA),ALUMINUM, STEEL FRAMING ORSTEELS— SEE SUBSTRATE PROPERRES, • J BDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT ExtUtIOR v Alcher Buhatmte Min. E0p Dsmn[e Min Embetlment Max. O.G Spasm E12a0T4410SSS.m P.T.Swlmm m GWO55 BI18• 13 3.r Alumdrum 6]e]TB min SIB' D33 .' A]Bsmdl va' ap(18 3.r SIeeI80M Gr.AmM. LB' aD0.S 1r 3.r P.N.W., P4m W' 053 S/10• rile 3.r AlOmimm Stud! m1n CDSS. 3.2' 012 m414 Steel SC..(GS) A3651ae1 Wesur 3W 3,r bmelbm[I Gr. 33 mm. ]2• o.WS' 1B Ga '(IBG 3.T 114.41053 CetaMv U mama CM AB1M GSo z-1IY 1-1N' B.T Concmm(mi), 3.M kN) 1' 1d1 Sr VW Smel I.M.. Cmcrem �min 2.55 YYI. .- 1- WJ4'. EX mm mh 2.e3]-11Y 1i _ ex 0tlA AS1M C00 2Iw 1-114 B.r GrmMOfN.N ABTA CAo 2.117 I' r B.r SN0•Smel Ube[cn Opmrem min ].5 ks I'll 1il4' B.r lVcu11e0CMU ASTMQW 2-1? IZ4' 8.r TABLEII,THISSHEET •MIN.OF3THREADSBEYONDTHEMETA.SUBSTRATE. 1K WOOD EUOKSTRIp, "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. r� SEE NOTE 2, THIS SHEET WSTAUATONNOTES: 1. USE ONLYANCHORS USIED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGED6TANCELIMRS. ' -� 1• 2. MOD BUCKS DEPICTED ONTHIS SHEETAS'Ir. ARE BUCKSWHOSETOTALTHICKNE SIS LESS THAN I-1?. IXWOOD DUCKS ME OPTIONAL IF UNRCAN BE INBTPL.ED DIRECTLYTO SOLID CONCRETE WOOD BUCKSDEPICTED AS 'WARE -• 1-12- THICK OR GREATER INSTA.LATIONTO THE SUBSTRATE OF WOOD BUCKSTC BE ENGINEERED BY OTHERS OR AS 1 EDGE APPROVED BY AUTHORHN HAVNG JURISDICTION. —�-I DISTANCE 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHM L BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WNOOWFRAME. VERTICAL SECTION H-H 4IP APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MJ WON NOAAPPUES TO VMOLE SYSTEM. U.. .in Fr Mh F. Sl Sam 0w Mkii ND Svm eDkal H.W E.UI a 155461 17IW 410 SS Mco QVoMa® 12TJYtl me]Mal ODSbr+NUNmm 18Y4 VII. AN Steel IS wk [Y. SiS MWW ]]Yd 45Y J to Y U O Ms (� N ala0 p m F4FWy ' N a0 O a2 LL Z p �ZY u` U miD oZ� p g o m 6 ® sl z Z nws � E 0 � 5 F z 6 z Z_ y * ; Np. SBTOB .I i - r �m� A r,� � o Y�1 •I �F6iny yi. A r Y D 1 .I w •yOT \ 9' fOQA • A V m<C m< to w `\.IIIq II pI 1070 TECHNOLOGY DRIVE N. VENICE. R 34275 0l a3 =2� n. camialrtemn rcrwous>wEs, we. � e - D :g r cFRi. of au1M.91838e au 8HiN15l6bETNm 5 m 'r�Q,N2 w ;mti'•' � & m,y2 4 FIXED WINDOW INSTALLATION GUIDELINES 8 4/12113 „N M ' % '' ••.....•� o BOM, EXTRUSIONS AND CORNERS J ROSOWSKI _ . m RW-7 mill 1121 20 N NTS t 10 OF 11 V2 MD-720-820.1 C - Item PGT Perth Description Material 1 4253C Flanged Fmme Alum. 606}T5 2 4285 Egaal4eg Fmme Alum. 6083-T5 3 42H Integral Fin Fromm, Alum. 6083�5 4 4266 W16" Lamm. Glass Beefing Alum. 6063-T6 5 4254 I.G. Glass Beading Alum. 6063-5 8a 4270 Installation Fastener Cover Alum. 6063-T5 65 •14224 Installation Fastener Cover Rlgid PVC 10 705090* Gasket(a190'aomer(olnts) polyeMylon. 11 1P24718^ VIn14 Bute Weatlmmaip ;.!,- Flax PVCDuro 65.-M 13 _.,.,: 0oW 701. 890 or GE T700 Beakbetldmg *+ "More i ?=I 71652K a 9ettl(g Bloak htdlw 3/16az�7/i6 x 4 ryeoprene Dum..85 •/-0 21 71704AK Setting Black I Q do,x 13 W x 4' Neoprene, Cum 85 *At 29 1#6 x 1-1/4' FM EMS Stainless Steel M 781PDX JAx VOuad PH SMS Stainless Steel STRUCTURAL POLYISOBU ENE WITH DESICCANT EXT. GL45S—./ V/K/KOO e 4S( STRUMFIAL SILICONE 1/4".NOM. FOAM WITH DESICCANT 2,>04' 2.704 z I64 0m..--�J If�II 1 T 7, — A]4° .O6P 1:375 '074" �-T'fFr .96Y 1,3]5' 1 .014' �TTr .e62' .d38' .500' 430' 1 ,Sea"731"17 ta0a• Aso.w^m ��7)FLANGE FRAME EQUAL -LEG FRAME .077- #4253C,6063-T5 O #4285.6063-TS $ FINFRAME 94256,6063-T5 "875A75Ir I .asa" Fes- aI-9 .om^ .osa 7/16'LAMI. I.G. GLASS INSTALLATION OGLASS BEADING DING 265, 6063-T5 - O #4 54A 063-T5 sa F#4270, 6063. 5ER LHiO e:.. V , —0.111 SUPER 76 SPACER®NXTm Pert# Description Material 75 Kommeding4SG TPSSpacer System 76 Duanex Super Spacer nXi with Hot Melt Butyl See this Sncet fur 77 lQuardex Dumseal Spacer Materials 78 lCianI Edge Spacer NOM. M .- ?uUDURASEALO SPACER F WSO- DESICCANr FILLAREA BU ENE 511fi'NOM... SEAL SWCONESEAL ROLL -FORMED STAINLESS STEEL TNT. GLASS EXT. GLASS XL'EDGEw 78 SPACER D 17-0614.11 w m Y J > 5 m0 p< Qy etw N K c m O Z 6 i W Z W xo.0 N r U 3 F w 4� a _ o Z O W Y LL UO O y O N 1N ® m Z $' p N N Z LYN/V��., X MN MILLER, P.E P.EXa97a5 Florida Building Code Online > _ ; IN Page I of 3 EMS Home j We In I User Reybbadon y Hot Topics 1 Submit Surcharge. j Stabs Facts ! ,PubJratlons I FBC Staff , BCIS Site M.P •DnIM j Ss.nCh f F riaa '�I Product Approval _1— O5ER: Pub" Use RECEIVED , Pmdurt Aern."T Mont PmA d or Aonllatlon Seardl> I" >AppliWffonp it FEB 0 7 2018 '"r °^�" a L FL # � FL251-R29 k-S k r5Tr L4GI9 9914Myl Parmitting t+t�"` Application Type ReWslon Code Version 2017 ' '----- Application Status Approved *Approved by DBPR. Approva4 by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments -� Archived] r Product Manufacture,vp Bi PGT lntlustries Adtlress/Phone/Emall tort T Drive ' mice, FL North Venice, 3Bet 0 2 (941) 486-0100 Ext22318 m tlruark@pgbndustries.cam Authorized Signature - ]ens Rosowski Jrosowski@pgb ndustries.com ST. LUCIE COU BUILDING DIW FOP. REVIE DATE MUST BE KEPY ON JOB OR NO INSPECTION WILL B= MAI-5 Technical Representative Jens Rosowskl THESE PLMS AND AU PROPOSED WORK Address/Phone/Emall 1070 Technology DriveNokomis, FL I1 ry /vy /� ep_ G �.! r� ANYCOMECIIOW) ARE S08JEOTIV • (941)486-01007EM 21140 Jresowski@pgtindustdes.com A1N REQUIRED P Y FICLD INSPECTORS THAT MAY BE NECESSAJiY Ird ORDER it) , Quality Assurance Representath=. Address/Phone/Email COlr1PLYBlITHALLAPAICAULE00DES. ]I Category Subcategory (::::::::::::SIItlIngEx[erlorpoorAssembl:as E#erior Doprs GONCFAL FASTENERS OR ATTACHMENTS Compliance Method rk or -,n ERE SPONSISILITYOF THE c�NTaacT�R�rREcoRA Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL 0 Referenced] Standard and Year.( ifStandard) Standard Year rit. TAS 201, 202, 203 1994 . Equivalence of Product StanQan:S• Certified B !] P7 — SCANNED BY Product Approval Method Method 1 Option A .. St. LUCIE County Date Submitted 11/28/2017 Data Validated 12/20/2017 ' Date Pending FBC Approval,.: , Date Approved] 12/25/2017 r`nianl. . http://www.floridabuilding.org/pr'pr_app_dtl.aspx?param=wGEVXQN,vtDgsEt2PTand5bm5... 2/7/2018 Florida Building Code Online ' r.' - Page 2 of 3 Summary of Products PL * Model, Number or Name Description 251.1 ISGO - 670 (Non -Impact) Aluminum Sliding,Glass Door Limits of Use - Certification Agency Certificate Approved for use In HVHZ: Yes F1251 R29 C CAC 17042009 odj Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No •_ 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see MlamL-Dade County Notice of Acceptance (NOA) for FL251 R29 11 17042009.pdf product performance information, anchorage details, and anchor type, Vedfied By: Mlaml-Datle BCCO - CER size, and spacing information. h Created by Independent Third Parry: Evaluation Reports i Created by Independent Third Parry: 251.2 %SGD-670HP Non -Impact Aluminum Sliding Glass Door Limps of Use - Certification Agency Certificate Approved for use In,HVHZ: Yes FL251 R29 C CAC 17042010.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notica Of Acceptance (NOA) for FL251 R29 it 17042910 odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Indepentlent Third Party: Evaluation Reports Createtl by Independent n1rtl Party: 251.3 ai Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate " Approved for use In HVHZ: Yes FL251 R29 C CAC 17042011 Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami=Dade COf Acceptance (NOA) for R251 R29 it 1704201Lodf product performance Infer-` nchorage decal or type, Verified By: Mlam:-Dade BCCO - CER size, and spacing info on. Created by Independent Thlrtl Party: Evaluation Reports Created by Independent Third Party: 251.4 SGbr 770 (large Missile Impact) WinGuard Aluminum Silting Glass Door Limits of U Certification Agency Certificate Approved / use In HVHZ: Yes FL251 R29 C ' Odf Approved for outside HVHZ: Yes b COContract Exp on Date ImpactResisW feet. 2/12/2020 Design Pressure: N/A Installation 11 .Yrdttions Other: Please see Miami -Dade County Notice of Acceptance (NO ) for R251 R29 11 �DJG 'odf product performance info rnabo+, anchorage details, and anchor Oe, Verified By: Miami -Dade BCC0 - CER size, and spacing information. Greater by Independent Third Party: I.alu"Don Reports Crea n WlnGuard Aluminum Sliding Glass Door 251.5 155D - 770HP Large Missile Impact Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F 291 R29 C CAC 17042013 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/24/2020 Design Pressure: N/A, Installation Instructions Other: Please see Mianil-bate Cbppry Notice Of Acceptance (NOA) for FL251 R29 It 17042013.odf product performance Infotmatip.ii i,nNomge details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Informatbn. Created by Indep,;ndent Third Party: Evaluation Repots Created by Independent Third Party: 251.6 JSGU,- 770HP (Small Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in IIYNZ: Yes., FL251 R29 C CAC 17042014.rm Approved for use outside I1VHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant Yes 0312412020 h Design Pressure: N/A Installation Instrdctions Other: Please see Miami -Dade C-bony Notice of Acceptance (NOA) for FL251 R29 h ]lQnd0la, f product performance information, anchorage details, and anchor type, Verified By: Mlam,,Daaa BCCO - CER size, and spacing infatuation. Created by Independent Third Party: , , Evaluation Reports Created by Independent Third Party: 251.7 ,-: SGD - 780 (Ice ct InGuard Aluminum Sliding Glass Door Limits of Use �D. Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R29 C CRC 17042004.odf Approved for use outAbd HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 08/02/2022 j Design Pressure: N/A. - Installation Instructions -1 Other: Please see Mlan �-6ade County Notice of Acceptance (NOA) for FL251 R29 it 17042004 pull product performance In prrtiationi anchorage details, and anchor type, �.. Verified By: Mlam;-Dade BCCO - CER size, and sparing info)iimaUbn. Created by Independent ThIN Parry: h Evaluation Reports Created by Independent Third Party: 251.8 - SGD-250D (Non-Im0act Aluminum Silting Glass Door Limits of Use Certification Agency Certificate Approved for use in HVi1Z:.YeS, 51 R24 C CAC ll042005 tlf Approved for use.0side HVHZ: Yes Quality Assurahot Contract Expiration Date Impact Resistant: No 05/22/2018 h Design Pressure: N/A Installation Instrubions Other: Please see MlambDade County Notice of Acceptance (NOA) for FL251 R29 II 17042005 od` product performance information, anchorage details, and anchor type, Ved0ed By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports _ Created by Independent Thlyd Party: 251.9 a Sf.D-5470 (Non -Impact) inyl Sitting Glass Door Limits of Use �p Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R29 C CAC 1]042007.ocif Approved for use "bilde HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 n:J(lhs http://www.floridabuilding.org/pr/pri: app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 2/7/2018 Florida Building Code Online Page 3 of 3 0 Design Pressure: N/A - Installation instructions Other: Please see Miami -Dade County Notice of Acceptance 'NOUN, for FL251 R29 11 1904200J.odi j product performance Information, anchorage details, andanchor type, Verified By: Mlaml-Dade BCCO - CER -size, and spacing Information. Created by Independent Third Party: Evaluation Reports - Created by Independent Third Party: 251.10 - SGD-5520 (Large Missile ImpactVinyl Sliding Glass Door Limps of Use 'iti; Certification All Certificate Approved for use in HVHZ: Yes FL251 R29 C CAC 17042006. odf Approved for use outsiae HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A.; =. Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FI-251 R29 11 12042006.0f product performance information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports ' Q Created by Independent Third Party: dm Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-482-1624 The State of Florida ism haiEEO employer. Coovrloint 2007-2013 State of Florida, :: Pnvacv Statement :: Accesslbllltv Statement :: Refund Statement Under Florida law, ¢mall addresses bre public records. if you do not want your e-mail address released �n response W a public -records dequesq do not send electronic mall to this entity. Instead, contact the offlce by phone or by traditional mail. If you have any questions, please earned 850.482.1395. 1pursuant to Seaton 455.275 (1), Florida Statutes, epectivelOcr her 1. 2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ¢malls provided may be used.fer official communication with Me licensee. However email addresses a:a public record. if you do not wish to supply a personal address, please Fowles the Department with -en email address alu h can be made available to the public. To determine If you are a Ileadwee under Chapter 455, F.S., please click boas . wtif. =o Product Approval Accepts: Credit Card Safe r"S http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... '2/7/2018 a MIAMI•DADE MIAMI-DADS 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) wwhv.miamidade.eovieconom 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 AM (in areas other than Miami -Dade County) reserve the right to have this product or m$terialitested for quality assurance purposes. If this product or material fails to perform in the accepted mannerkthe manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modtij, 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 appro as escn erein, and has been designed to comply with the Florida Building Code, including the igh `lelocity Hurri me Zone: DESCRIPTION: eries "SG�' 770" lurtiinum Sliding Glass Dooi hv'/ 90° & 135° corners — L.M.I. APPROVAL DO rawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10114, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller- a[mg t e lams- a e ontrol Revision stamp with the Notice of Acceptance rliher and expiration date by the Miami -Dade Court r ct Control Section. MISSILE IMPACT RA : G- Large and Small Missile Impact Resistant LABELING: Each unit shall :l-ear a t label with the manufacturer' or logo, city, state, model/series, and following`stat�inent: "Miami -Dade County Fro net Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been c, no change in the applicable liuild�tg 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',NQA number preceded by the words ,Miami -Dade County, Florida, and followed by the expiration di displayed, then it shall be dl'W INSPECTION: A co Py" distributors and shall be av'a This NOA revises NOA# 16-1 approval document mentioned z --_The -submitted documentation. �� APP80VE0 �-� be displayed in advertising literature. If any portion of the NOA is entirety. Mire NOA shall be provided to the user by the manufacturer or its inspection at the job site at the request of the Building Official. i and consists of this page 1 and evidence pages E-1 and E-2, as well as by Jorge M. Plasencia, P.Ea ' a 17-042 . Expiration Date: February 17, roval Date: September 28, 2017 PGT Industries. Inc. A. 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS ; 1. Manufacturer's die drawings and sections. (Submitted'under NOA No. 14-0123. 10) v 2. Drawing No. 'PGT0130, titled "Series 770 Alum. SOD — LM Impact", sheets 1 through 22 of,22, dated 10/10/14, with revision C dated 04/05/17, prepared by W, manufacturer, signed and sealed by Anthony Lynn Miller, P.E. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 = 2) Large Missile Impact Test per FBC, TAS 201-94 4'•. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with#arked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), -prepared by Fenestration Testing Laboratory:j irc.Xrest Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16,06/,17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Sttbmitfel'tti{eS NOA No.16-0629.06) 2. Test reports ori::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 sliding glass door, prepared t1 Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/Oln3, igned and sealed by Marlin D. Brinson, P.E. (Submitle 1, 16Zr er NOA No.14-0123.10) 3. Test reportson:1) Air Infiltration Test, per TAS 202-94 .'2)`, Uniform Static Air Pressure Test, Loading per TAS 202-94 35 Water Resistance Test, per TAS 202-94. 43' Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 b) Cyclic Wind Pressure Loading, p;r TAS 203-94 along with r"d-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory; Inc., Test Report No FTL-5980, FTL-5993, N i'L76036, FTL-6001, FTL-6014, FTI;-6015, FTL-6017, FTL-6023, FTL-6024, FT1 `;6025, FTL-6028, FTL-6031, FT1,6033 and FTL-6036 dated 08/10/09, all �sigt36d and sealed by Julio Gonzales, P.E. Note: Ttie te'stKeports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 'I /29/09, signed and sealed by Julio Gonzales, (Situr.. it j • NOA No. 09-0826.10) z; — f Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUE .D) 5. Additional; Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201; 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted rtnderNOA No.15-0430.08) C. CALCULATIONS' 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6'h Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Agjhony Lynn Miller, P.E. 2. Glazing complios with ASTM E1300-09 r D. QUALITY ASSURANCE f 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIACATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifolt7 Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on •07/68/19. 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. F. STATEMENTS 1. Statement lette?'of conformance with FBC-5" Edition (2014) land FBC-6"' Edition (2017), dated 08 10/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller, 2. Statemenf'!letter,of no financial interest, dated 04/18/17, issued by manufacturer, signed and seby Anthony Lynn Miller, P.E. 3. Test proposal 1oa 16-0152 dated 03/09/16 approved by RER. 4. Lab compliande%s part of the above referenced Test Report No(s) FTL-8717, FTL- i 8970 and FT L 8 68. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770";Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved on 08/04/16 andpexpiring on 02/17/20. a'bit •j ' Jorge M. Plasencia, P.E. duct Control Unit Supervisor NOA No. 17-0420.12 'Expiration Date: February 17,2020 Approval Date: September 28, 2017 E-2 y' 1 _ r1_ry nil L!"u-7N�J SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE. B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOAD! BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE RT adeleI I ATinm CCRFWS. FRAME SPLICES. FRAME AND PANEL CORNERS,T,O BE SEALED WITH 8) DOOR SIZES MUST BE VERIFIED FOR GVMYVANUe WI N klslleRe Ima4mncmn� rcn CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL6D01, FTL6014, FTL6015, FTL-6017. FTL6022, FTL-6023, FTL6024, FTL-6025, FTL6028, FTL-6031, FTL6033, FTL-CD36 AND FTL-7554 15m-.TT Ikacdptkn paled from Ee@deeto lobi I BY 103RNVaY AMERIM INC. kelE DESIGNPRESSURERATING IMPACTFATINO SEE TABLES 1, 2 A 3 ON RATED FOR LARGE A SMALL SHFHTS6,7A0 MISSILE IMPAMILESISTAOCE CODES STANDARDS USED: e2017 FLORIDA BUILDING CODE IFSCA 6TH EDION •2014 FLORIDA BUILDING COOS (FBC). 5TH EDITION -ASTM E130000 •ANSUAFSKA NDS2015 FORWOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM -MIS •AISI S100.12 eA SC 36040 is MmN17 C UPDATEOTORBC201r,RE14SEDTAOi GENERAL NOTES.............1 EXAMPLE CONFIGS..... ..... 2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE.......... .... ...... 6,14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS..............12-14I ELEVATIONS .................... 16.16 PANEL T SILL TYPES......... 17 CROSS SECTIONS ............ 18.19 PARTS LIST........... ..... ....... 20 (arl)43P1e4d egomotr M ,232Ba AnNer Group ^ Anchor Type Frame Member EubMmk Min. f519e Dittence 511n.O.C. DISH.. Min. MenIThIWma A 0121B EMS, P1`60 W. Fe 95 kd9 01241D SS SMS. IF,, SO kzL Fo= 110 kFD A, n5711' W1" I.3ir 6053fl AWIt. &S' WIT 0.090' A36Stee1 3is- SIT 0.05e Dr. 336teel Sled Mr WIT 4m5^(18Ga) 1i4'E1co A99m4aIoM Fr•57 III, F.-96 ka1 Al Cannmte min 2.22 km 1-vr 5' tale Jambil.1n k Filled stock ASTM Me r 3- r Jamb/Pdeok mina, Bear MEW CSA r r 1-vr All me Soum Pine SO=0.55 T 1^ 1." B n26teeIBM5(Gr.6) (nllo. I Invead6 lo,ned andolcub.bate) All snahem Plne (SG• of B/i6" 71F 14V BCB1fl n 0.09e sta.1mean AB651ee1 Surant, 0I6" Nib' WIS' 0.050^ G.33SMel 3 B1t0' O.dI- C I/d^Eko UIImG411B 1'055 MT. Fe. In tai Al CmcreM (Mn. 285 89 ke0 IN 1' 4' 1-Mr6' J4mb/P-hook Hollow Block (ASTM CSID) 11 W 1+101' 174'.EEOUbeG7FJ'--: -. N Conmete(mia 2. ) - bVT 4' -�� f55 ke1.F= esl Jambile-hook DEC,Ifrz' HDIIO. BIDck ASTM 2-1@" d'• ' 6" �.1Jla _ 1-114' D - M 11�59-EIeDC le kz® F,12T.4kei,F.169. Ind Hmdl Sig, . CenoretOmin. 3.35 mal 4' 1$d^ amb/PMOk ConcroM. M.d35 kel .1. 1 ,.' -6"i-m ':' 13�4• Jmbllow HNba'Block AST61C90 2.vv F 1411' All ... Piro ISO-0.55 1' 1' 1SIB- 1)W6ERE61G6TBATBfDND1V0NSR ANCHORADEFROMMORE THAN ONE OFT SAeOVE. CHOOSE THEANCHOR GROUPOF SHE LOWES fiOYA1_ 2)1LL AN CHDR HEAD TYPES ARE APPLI CABLE 3)FOR STEEL SIDS, MIN. FU = 45K51, MIN FY-33 KSI. 4) FILLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCKAPPUCATIONS. S)ANCHOR3 MUST BE OF SUFFICIENT LENGTH SOTHATA MINIMUM OF 3THRFADS EKTEND BEYOND METAL SUBSTRATE, ANCHOR NOTES 1) FOR CONCRETE)CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. REVISED 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 141T THICK. PRODUCT ompl InB with the Florida PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS BuIlding ode NOA-Ne, 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ZX ARE i-1/T THICK OR GREATER. IX AND 2X BUCKS Expiration Data 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER BY LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS mione- eProdunt Gantro THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECp,RO&,TO BE REVIEWED BY THE BUiLOI!,--_ , ,'-'IAI. ti 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS /1111111 NOT REQUIRED. IF USED, NONSMRINK, NON-METALLIC GROUT, I#LYN/)I MAX. 1T4' THICK &3400 PSI MIN., (DONE BY OTHERS) MUST FULLY THAT IS NOT TIGHT TO ,. SUPPORT THE ENTIRE LENGTH OF THE SILL THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF = No. 587M SUBSTRATE IS WOOD. 30p FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED * : = BY THE AUTHORITY HAVING JURISDICTION. '/Illlllr'- a••w IN UM P.E. SGDI70 Alias 1 •22 PGT0130 C PXIS8705 t;, EXAMPLE CONFIGURATIONS MAX. UNR W IDTH t NOM. PANEL WIDTH w Ac PER TABLES 1-3 1 I 1 i G MAX.UNIT 4 l�Op HEIGHT Ig $66 PERTABLES 141 NOM.PANEL -"- GONhILiUtWIIVIVJ - -"— —'. r-- MAX. UNIT WIDTH --_ +�.. NOM. PANEL WIDTH /A C1� 1 c PER TABLES 1-3 g 1 1 3 g IT 1 1 HEIGHT T PER TABLES I-3 1 pocxe 3-PANEL CONFIGURATIONS a I MAX UNIT HEIGHT PERTABLES NON. PANEL WII PERTABLES d y MAX. UNIT N HEIGHT �B PER TABLES 1 m 5-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW1 "Jc','KW OR'KC INSTALLATION. EXAMPLE: 4-PANEL>=X IN POCKET (p) CONFIGURATION CAN BE pX p,pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXIF. 2) 90° 5135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X'= OPERABLE PANEL, 'O• = INOPERABLE PANEL. =POCKET DETAIL LETTER b^.-- WOOD OR METAL INSTALLATION ':, ,--n• Or CONCRETE INSTALLATION LSHEET NUMBER --- DLO WIDTH= NOM. 'PANELWIDTH-T° O HEIGHT= DOOR UNIT HEIGHT -10.125° P HEIGHT=DOOR UNIT HEIGHT -1.8W' NON. PANEL WIDTH PER TABLES 1-3 MAX. UNIT ppe HEIGHT 2 PER 2 2 TABLES I-3 I pa _ cvirwi.'Hr m rww uu �nw°.'� sco-rro NTS 2 + 22 PRODUCT REVISED as plying with Ma Florida Bunging coao �7 0620A2 HOA-Np. Fiplm9en Bate 021/7/2020 tttpu uuryr F•+: NO.58705 t 9T E F ail A -, WIDTH, -ES 13 MAX. UNIT HEIGHT, i 96" OR 120' J� — •SAY IlN [+' �n-u NOM. PANEL WIDTH PERTABLES 13 HEIGHT PERTABLES NOM.PANELWIDTH PERTABLES 13 MAX. UNIT HEIGHT 1 PER TABLES 1-3 MAX. TESTED UNIT WIDTH = 355-7f16- @ 98- HEIGHT 300-11C Q 120' HEIGHT f8 1g I� 19 / 7,6-PANEL CONFIGURATIONS MA%'UNUNR WIBTH ELI- 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CON FIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL-JW,'Je.'KW OR'Ke INSTALLATION. EXAMPLE: 4-PANEL %XXX IN POCKET (P) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 1 1 j 2) 90- & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION 4/ a OF ANY STRAIGHT CONFIGURATIONS. ns jNOR 3)FOR NOM. PANEL WIDTH, SEE TABLES I3. 1°oil 'X'a OPERABLE PANEL, ro°XET '0"= INOPERABLE PANEL, 1 "p-a POCKET LETTER Mk DETAIL , -_ W WOOD ORBETAL INSTALLATION o'I ATIDY 'ea CONCRETE'INSTALLATION �SHEETNUMBER /1- 4, DLO WIDTH= WIDHT-10.125" NIT 1 DOOR NEIGH -1 DLO HEIGHT=DOOR UNIT G�p 1 I i8d2 ISaw PANEL HEIGHT=DOOR UNIT HEIGHT -1.866- g I I1 N 'PocxET L ..OFAUM.A W scrim I NTS 1 3 1 22 1 PGT0130 PRODUCT REVISED pl ing with the F1adda as complying NOA-No. 17-0420A2 NO.58705 - m 47C ; ONALIENI�`� A. LYNN NIUM P.E. P.El Was GLAZING DETAILS (G3 G3A G4 G4A, G5 & 135A I 71 16'NOM. 7/16'NOM. - 1'NOM. 31W HS GLASS 3A6' HS GLAS3 3M 6' HS GLASS ,090- PVB .090' PVB .ODD' SG 3/16" HS GLAS 3/16'HS GLASS T4 3I16"HS GLASS 14 3/3-AIRSPACE ]I 3/16- T GLASS e2 Q 03 EXTERIOR 3/4' NOM. E%TERIOR 314' NOM. GLASS 3/4'NOM. GLASBITE a 12412] GLASS - BITE B� SITE - 1.1 FMERIOR - -- 80 II54 7/16" LAMINATED GLASS TYPE G3 7116" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 - NOM. 9/16- NOM. 1' NOM. 3/i6° HS GLASS 1/4' HS GLASS 7/4• HS GLASS .090° PV13 090° PVB .090' SG 3116• HS GLAS 1/4• HS GLASS 14 i/4•HS GLASS 14 5/10°AIRSPACE T4 1/4'TGLASS PRODUCT REVISED B2 6R1141ng.'-d' IN We Florida 03 NOA� o. 17-0420.12 TppR 3/4'NOM. GLASS XETERIOR 3/4° NOM. GLASS t2a12) 3/4'NOM. GLASS i Ren Oata 02/17/2020 Pra a BITE SITE 81TE ey E%1ERIOR Mlam-0a mbuee cones r y- d 54 .- 55 ... 9/16" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS TYPE 34A I"LAMINATED I.G. GLASS TYPE G5A II ONY LYN/y =fr: No. 50705 •, — GLAZING NOTES: •ANN'=ANNEALED —_ ��•' •HS"= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. l 'T°=TEMPERED PVB BYKURARAYAMERICq INC. rmaTEcxNOLoarwwE N.VENGE. R..>ms DETAILS°SG=.090'SENTRYGLA9'BYKURARAYAMERICA• �.'PVB•=.090•TROSIFOP INC.lwquo-lcmseS E�G�NG rrq�NgLEN0 770 ALUM SGD-LM IMPACT JRE O49SHl C NO CN4NGE5 THIS SHEET ammxremn wr°°r °�` °� pii1O°h °'K ALYldIGVlert Pl. ® NTS 1 4 122 PGTO130 C P.ensmas F GLAZING DETAILS (196 G6A 37 37A G8 & G8A) 1• NOM. 7/16' NOM. V NOM. 3/16' ANN OR 3/18' HS GLASS 3116' ANN GLASS ,090, SG .090" SG .090' SO 3/16°ANN GLASS 3/18' HS GLASS 74 3/8" AIR SPACE 71 3/8•AIR SPACE 74 3116' ANN GLASS 3/16' T GLASS 3/16' TGLASS 07 1 83 83 g ERio 3/4•NOM. 314-NOM. 3/4 NOM. GLASS t2b12] - GLASS 124-1n GLASS I BITE BITE "p 4. _ EXrewok S' BITE J. Ex1Eqm L3 70 56 s5 1" LAMINATED I.G. GLASS, TYPE G6 7/16"-LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 I-NOM. 9/16' NOM. 1' NOM' 3/16' HS GLASS 3116- ANN GLASS .090' SG 1/4' ANN GLASS .090- SG- 3118' HS GLASS A90- SG 3116' ANN GLASS 5/16'AIR 'SPACE— ]4 1/4'ANN GLASS - le 3116-AIRSPACE 71 1/4'7 GLASS 114 TGLASS PRODUCT REVISED e] "-plying w115 M. PI",Ld" 83 6ulldlnH Go" 3/4' NOM. NoA�m. 17-0420.12 3/4'NOM. ExTERIOR GLASS 3/4'NOM. 13ptrd9en Dal DWI7/2020 a 1241 GLASS 12b127 GLASS BITE BITE BY BITE EXTERIOR .. EXTERIOR 65 54 55 1" LAMINATED I.G. GLASS TYPE G6_A 9116" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS TYPE (38A GLAZING NOTES: 'ANN' = ANNEALED 'HS'= HEAT STRENGTHENED 'T' = TEMPERED 'PVB'=.090-TROSIFOLD PVB BY KURARAY AMERICA. INC. 'SG' =.090- SENTRYGLA6D BY KURARAY AMERICA, INC. CERT.OFAUlfl Y39199 TRIES 770ALUM. SGD sDo-]ro MS 1 5 • 22 FOR SPACER .Nt101111rnpo (e� 1�' ( Nd. 58705 'P 010 � o�:•.. 5 all/)z ua: a S AtlLC 1: Deel9n Pressure (DPj and Mahar Quantities Required, radon;Pri Swill 283j' he ((orallapprovetlage en For comer astragal anchorage an 90' or 135bamerunlW. see ;..he 11 Maximum O-60rall sizes: P sf (May be limited by Table 1A) Table appliee m Glass Types 3, 0A, 5, 5A, 7, 7A, B & BA and Doer Unit Height BO' 81• _ (71W DLO 73-716, DLO 7&718° DLO B5-71 DLO the SBIeJAshagal Types shoan hmw. Anchor Gmup Anther GmaP Anchor Gmup Anchor Gmup A B C D A B C 0 A B 1 C I D A B C D ill C4N G+1 Gta 94«1 04+1 Gf G+ +1 GNj— CAa1 +1 Gal +1 G+ 24' 17 Jamb B 8 B B 8 8 e 8 B 8 9 8 B 0 a P-hook 6+7 (1 6+7 6+7 7+8 7+8 7+8 7+8 7+8 +B ]+8 7+0 7+P ]+8 ]+8 _ HeadlS91 CAN G+1 G+1 G+1 G+1 GN G+1 CAN CIO N G+1 GN G+1 G+1 Gai Jam - a 6 6 6 fi 8 8 8 B B 0 8 B 8 8 SSor DLO P-hotlt B+7 6«7. 67 8+7 T8 ]a8 A8 _lab NB..+8 7+0 HeaN531 G+1 Ga17 U 1 Gal G+1 CAai Gr: GN GN' N G+1 G+1 GINa0 Jan0 Ba�7Bs _0 'e a.at a Pjpak._ 6N 6;7 6+71 8+7 i«8 7+B 7•S l+8 ]aB^B ] +8 +B mandusil-. G+1 C'L G+1 G_t _OW G+1+t Ga; G+: C1N CAa1 GN4T '-Jamb..' e. 0 _D4+. 'e^e .-.6 B B 0 8eP4DakB+T DLo 8N BaI AB 7+6 7+6' ]+B — e AB laG+2«2 G+2 G+2 Get G+2 Get G+2 G+2 .8 Ga +a CNa G+2 G+aJentl 8 B 8 e 8B 0 B a 8 10 B 60+7 BT 6+] fi+) Ae7+8+B 8 ]+0 7«B 7+6 ]+6 TABLE 1A: III Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Helghl (+)Design (Flatcr Box, sea Pressure, Pet Sheet 171 Flush-l-1/T sae note3 Lew. selling -111V +60.0 SEE NOTES 1-3 F PLE ON USING TABLE, SEE SHEET B. NOTES: / 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL. 2)WHEN USING THE 2ArTSILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-114"SILL, POSRIVE ATER DPI 80.0 PSF MAX. WHEN USING THE 4'SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHA GED). SEE DLO WIDTH= TABLEIA. NOM. PANEL WIDTH -7' 3) 4%3-1/4' AND 2-1/Y SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/V SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT -10.125' ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. PANEL HEIGHT= DOUR UN IT HEIGHT - 1.866" 5) DOOR 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OHLENGTH ,� of OH RATIO i t ON RATIO = OH LENGTH -OH HEIGHT - -Interlock a' 1 Straight Astragal tockau% -SI21ght 90'Astragal •InekIIirc@ 33S']ssGugnl"` :•.ckstiie ei P-hook Lockstile@lamb ASsemb17' Astragal Aumbly Assembly 13S'Astragal Standard Stiles Standard Stlle Standard Stile Standard501e Standard Sells HeaWduty Stile Heavy-duty Stile Heavy-duty Snle Heavyduty Stile Standard Astragal Outride Comer Ou61de [nm� nnae Cemer °''t� Irrside comer Corner Corner C Part #60 (x21 Part #60 Part#60 Part860(Stre) part q60 Pea g118 (Gamer Part #119 (DYC) Part p120(Irt) Part 961 Part H31(&#32 Pan 061 Pa rt#57(Astragal) BtteNerJ (Corn.&Fxd Mount) CeRTWADM.fID]m TMI£1. Saa770 I ATS 1 6 + 22 1 PGT0130 PRODUCT REVISED ea➢aplytn9 rIM the Florida lnm6 o=Ld NDA-Ne. 17-0420.12 Explra6en Date 02HA2020 3H *j No. 58705'� ^_ A. LYNi IlluP PE PEp eaTus TABLE 2: Design Pressure (OP)and Anchor Quantities Rean9Wof135'aBapproved configurations on Sheers 283) Maximum OPall sizes: +60160 Farpomer BsbaBal anchorage on 80' or 135' calmr uNb, [x [beet 11 ant (May, ae kmlled by Tahb 2A) - Coor UNl Pelghl to Glass TYPe[ 4, aA, aP 84•_ Bo 10Y 100' Table BpPaea PA 0fe 89I10" CLO ]6d16' GLO m_71 DLO 0 tI OLO 81-]18' LO m-lI8' OLO 101]/e' DLO 09-)IB' OLO salelAsUgal 6.8A, ], ]A Types 08 end ahown below. A,.latrazoup Anchor Group Anchor G., AncharGmup afar Graup Alm wGtoup AuOarGmup Anchor GmrP A B C D A B C O A B C D A B C G A 0 G 0 A B C 0 "A B C O A B C D e 51 + G+1 U+1 G9 G+ G•1 GN C40 U+ + G+1 U+ ' + G+1 +1 N G+1 +1 G+1 G+1 G+I +1 G+1 G+ U+ +l G+1 G+1 U•1 U+1 GH Jamb 8 a 8 8 B 0 B B 8 8 e B 0 8 e B 10 L 10 10 10 10 10 10 10 f0 10 10 10 10 10 N DLO B+I HB ]•0 TB T+0 NB ]+a ]+B ]+B NB ]+B ]+B TrB 0•B B+B &9 8+B 9+9 8+9 E+B B+9 9+10 +10 9H0 BHO BN0 BHO 9+10 PlooN INad/SJl 6N UN 8+] G'1 Br] l Cl•1 G+1 U+1 01-1 U+1 G+1 U•1 UN CN1 U+1 U., GIO G I C1+1 UN UH GH C4r1 UN C4.1 G+1 6N1 +1 G+1 Ga+t UN oto ca.1 2V B B 0� 8 0 0 0 8 0 e tl 0 9 8 B 9 10 f0 10 10 10 10 to 10 10 10 10 10 10 10 10 }0 Jamb )+8 ]•B T+8 Pe 1+B AB NB ]+0 T+B ]+8 7.8 0+9 8+9 0+H 8+9 NB 0+9 e+9 B•B 9+10 8+10 H+10 B+fO 8+10 BHO BMO P3pah Heaalsill 6+] UH aN UH WT UH 6•] Gq T•8 GH UN G•1 Ct+l GO G+1 G+1 G+1 G+t U+1 G+1 G+1 CI+1 U+1 U+1 coo G+1 ow G+1 G+1 UN +1 CN1 Goo G+1 CI+1 G+1 a 8 a 8 8 e 8 e 0 0 8 0 8 e 8 8 10 10 10 10 10 10 10 10 10 10 175--2Z.Fl-2 10 10 10 10 10 5 g }� CstrLo Jamb AB T4 T 0 ]+8 7+8 ]+0 7+8 h8 T•e NB 7+0 NB 8+9 8+9 B•B 8+8 8+0 &B B+B 8+0 8+10 8+10 &10 eN0 Br10 BNO 9+10 b PAook HeadISOV 6N U 1 BQ G+1 6+] GH e•] UN GH G•1 GN GN GH G+ GN COI G•1 G+1 U•1 G+1 UN Go" G•1 G+' U+1 UH GH Ga. GH CM1 GN CS•1 G+1 G+1 G 1 4r .0; . Jamb' B '8'. _-a. a E B 8 B - a B 81 '81 T8..' a B a 10 f0 10 "0 10� '10. s10> f0 10 f0 f0 12 10 10 10. Ptak 6 7 6 A5 T 8+T ] 0 2!L J 8 l B 7.8 B ) S ] S +i 9 T B 9+B N B 0+9 B+d e•H 8.6 &B 9+9 8.9 .�&e• 10 0.10 8 •10 9r10 9+10 8+10 0•10 .k .. YBtlr " G 2 G 2 G+2 G 2 U 2 G+2 G 2 G 2 Cd+2 G 2 G 2' U+2 G 2 r2 G+3 G 2 C4+2 G+3 U+2 G+ G5+2 08+2 G+2 G+2 C5+2 Gfr2 G+2 C5+2 Ca+2 C5+2 CE2 9B' 41' t- bmb IMP. B 8 9eB a B • 8 tl 8 10 0 8 a 1 10 I f0 10 10 10 10 f0 10 12 10 10 12 f0 10 10 P-IWokri' 0 T b_] '6+] &T 'T 8 1•6 0 T 0 dN => 0 T B 9.0 4b a B+9 b.B a+9 m8 0•B 8+9 -e B- 8+0. Y+�10 .fU BHO 8+W W10 H+10 BNO OLD#f ,]J8 7 8 Hcea151114 C4+2 U+2 Gf2 G+2 G•2 Gr2 G+2 G•2 Gr2 ^A+2 Un- Gr2 G+T G+2 G+2 G+2 - r - 61• a0 Jamb a 0 8 e a B B 0 10 e 0 e f0 E a a Not available in these sizes P41oak aN 8+] 41 9+T TrB T+8 A Too A 78. 7+8 ]+B AB AB 7. 7-8 Haaa501 G+Z G+2 CN2 CN2 Gs2 9+2 G+2 G+2 rA+2 G+2 G•2 C<+2 G4+2 G+2 G+2 G+2 Br a0 Jamb 0 a 0 a a 0 0 8 10 0 8 0 10 B 0 e P4wk 8sT 6N 8+] BN i+8 y+8 NB T•8 T+e AB T+B ]+0 ]+0 T+e T+8 ]+0 ran wu.,, .� ............. ...��. ___ _• •__. _. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114" SILL 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46,67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4-, 3.1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REDU IRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 8) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SIII Height to Max. (+) DP (Water lnmtretlon Rating) SIIIRiser Height (+)Oasign (Flat a Box, sea Pmssllm, psi Sheet 11 Flush -l-Vr see roto LnW-2-1IV +46.6] Medium-3-0/4• +6D.0 High-4- -60.0 OH LENGTH OH RATIO a 1 SEE NOTES 13 OH RATIO = OH LENGTH OH —EH .HT aoc..l al v nFTAn C saw tutu.'•,": nv�ou�ownasr.....,rr=....,..�...�....� .............__. SUBI9 tAstragal"I ____. __.__. ___. Locks[ile@ _......__..._._ 90'A[hagal- _._... Locbtlie@ 135'Astragdl Lockstlla@ interlod. P-hook Wcks[Ile@Jamb Asse,nbiy Stralght Astragal Assembly 90'Astragal Assembly 135'Ashagal Heavy-duty Stiles Heavy-duNStile Heavy-duty SOte Heavy-duty SUle Heavyduty5tlle I HeavyduN5tile Heavy-duty Stile HeaW-duty5dle Heavy-dutyi111e Standard AdUagal Outside Darner, , utside oComer Imlde COrne �y 1,'_F-I�s�Is3aJ.-JIL. �0-{i` J.,d-+ Insideer Comet Outside o�J-U Inside Camer-I I Ins Garner PartN61(x2) Part N61 Part U61 Part N61 lsdla) an P67(Mvegal) PartN61 P.Maslistile) Part ReldB part #119(0") Part N120(ln.) Part N61IStile) partml .[omar (Co Fad Mount) CEnr. OFAUrN May wo,770 I NTS 1 7 122 NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' PRODUCT REVISED pIYInB Wllh the Florida e.liaam9 coals NOA-M.. 17-0420.12 N0.58705 *_ -V :tA �y _ IONAL1111E�G�. A. LTNJUILLF RE. P" was a•o. TABLE 3: --- Design Pressure (DP) and Anchor Quangges Required, (for all approved configure ns on Sheals 2 & 3) Maximum DP shown below 'I Fa caner asumal mohaege on 90°br 135- comer units, am shoot it (May bellmltedby TBbla3A) Caa Udt Nel 1 4, 4A. OP -- 84• 90° 90' 102° 108" Tale oPP6ss 10 GI89a Types 7, 7A, 81& M and the 69-71W D O 73718• DLO Iny DLO B6dI0" DLO 91d1e• OLo 97-71W MO SttlelAunclal ads. types shown below. Amcher Gmup Anchor Go AmlxsG ArcraNGrae Anchor Gmup Anchor OroL A B C 0 A D C D B C D A B C 0 A. K626C' D A+B Ft D • DwaripiProssure ' +/Ro f uat C4+1 ui1 u+1 N+ uN 14+1 uai u+1 C4+1 u+1 C4+1 NO NO NO 04N uN 0NI u+1 u+1 u+1 utt uN 34' 1i Heawsta C4+1 8 0 B 6 8 0 0 0 8 0 a 8 0 10 10 10 to 10 10 t0 tD D10 1 Jamb 8 6 0 7+8 710 7+8 7+6 7+8 7+8 7+0 748 746 7+8 6+9 0a9 0+9 Ba9 Ba9 a+9 0+9 0+9 I P4uok fi1T BaT 6N E7 AB Tab aF-SV.O psi +14124 al ♦/-T&0 of 23• 'Dwlgn Pmasum ' HexaS[I C4+1 c4«t e4+1 C4a1 u+1 U+1 u«i CM1 04+1 u+1 u+1 CM1 u+1 01+1 C4+1 04a1 u♦1 .1 C4+t NO uH u+1 uai 14+1 �„ Dw e 8 I e I 8 I0 0 0 8 1 10 1 8 1 8 1 e 1 t0 8 ' 8 0 10 1 10 1 10 1 10 10 1 10 9 Jwb 6+7 fiQ 6a1 ]+8 7ae AB 7+8 T+e is8 ]«6 ]+e 7a0 7a0 7+8 ]i0 6+9 8+9 BW 8a9 8+9 Al 8+9 8+9 RFOok ak .: Osa no 6+7 - '✓-90Cfr^! _ +y47 dear +/-76o f . t -25' HeatlI511 C4+1 C4+1,941 u+1.u+1 04+1 G+1 f,{+1)Cn IC4+1 u+1 u+t 0N1 C5+1 u 1 G+1 - 35«1 CW C4+1 CAH 05+1 001 of u+1 DLO 1C 0 -0, f'10' 0 B 8 L10 G 8.. a 12 :10 '8 8 12 tU f0-. 10 10 10' .Jzmb_ .-8 67 w �fi 7 6+7.. 7+ ]+8 ]iA T}P-� i+ 1 ;7a9 7+y. 8 9�I 6+9 I. R+ii� 8+9 9M - E+e 9+P R+9 B«9 f' Bs9 gIL ao �RJb _...: - .. pFw.DPsf 1�L_ �•. C4+2 C42 G4Q CIe2 Gk2 Ca+'T M+2 C»Z.,a«2 C6«2 C5+2 CSa2-CS+. .r HcZ& C$1. f,L=. C5+2 Cbf2 C a- Cfi+2 CNT10 CutCA+2 G4+2-CAa2 B 10 8 0 0 12 iD e e 12 10 B e 12 8 8 NB ]i0 i+6 NB ]IB B«9 &+9 0+9 0+9 0+9 0+9 0«9 8+9 Bag 0«9 0+8 8«9 0 9 8+9 8+9 Ba9 um ]a8 ]aB T+B +/4ID.OPsr Seef4NeA +14.&Pe/ C5+2 C612 CN2 CA12 C6+2 G5+2 C9+2 C:w2 C6+Z Cd12 C6+2 C5+2 C6V2 C6+2 «2 C6#2 C6+2C6+2 CBa2 C9+2 C6+2 Cb+2 C5a2 C6+Z 10 0 0 8 12 40• 8 3 t2 10 0 B 19 12I it.14 12 10 t0 14 1010 10 T+0 a+9 8+9 0+9 0+9 8+e 8+9 Ba9 8+9 9N0 9+10 a10 9if0 9i10 9.10 9+10 9+10 9+10 9+ID 9+10 9+10 7+0 7+8 7+8 EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL. DLO WIDTH = 2) WHEN USING THE 2-112"SILL. POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER NOM. PANEL WIDTH -]" DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4',3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOTAND DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIG HT - 1.866' 4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 5) DOOR 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLO'"N G-STILE&xASTRAGACNPES SHALL SE USED FORT.1LiLCD ' EESHEET121&22 u _ENS'ANS FORPART-:M 90'Astragal f Assembly AND5519&t8 CockStileQ 90'As7mgal FDH ASSemdLv 135'Asbagal Assembly uetans. L:.:!ctia C'J 135'Astragal --c— Intedockk P-h—ook - L.1csdle LH Jamb Slralgh[Asv.gnl nib,,. Ludanle fO Straight AsUage Heavydury Shces Heavy-duty5tile Heavy-duty5111e HeaWduty SOlc Heald-dyry Stile Heavy-duty5tile I HeaWdury Stile HeaWdury Stile Heavy duty5tlle U73=1 E Hearydury Astragal Outside Corner Outside Comer Inside Inside Corner I1�' Inside Carnet Corner Outside Corner Part q61 (x2 Part p61 Part861 Partg611Stile) Part0fi8(mb"agel) landed. PartlllllfC mar Part pl]9 (OuiJ Partp120(ID.) ile parts U31&1832 Partp61 Reamr) (Corn.&Fxd Mount) Im75010A ICDYDHM HVEMCF.0.31I!! (a11J+l,Ylem Mmi.. OFAVM. sdo0a 8 + 22 TARI P IA - Sill Height to Max. (+) DP (Water InfilfmUca Rating) SBl Riser Helghl )Design (Flat Or Box, see Pressure, psi Shsell7) Flush-1-1/2' sae rro@3 LOW-2-10 1 +45.61 Med(um-3-1/V +Bp.O High-4' a90.0 bLt NU I t6 YJ OHLENGTHa-.:ma's = I (0 I i 4I OH RATIO Z1 j OH RATIO = ON LENGTH OH HEIGHT PRODUCT REVISED 9elcomg ccaomN the Florida NOA-No. 17-0420.12 *,r No. 5871, 1P A. LYM MILLER PE. REa50705 uHx 91'r Holt NOFRAME "B"10"P-HOOK ANCHORAGE CONSISTS OS SEE -CS -CLUSTER SEE JAMB (9)P-HOOK ANCHORS, SEE'C5"CLUSTER MAX. UNIT WIDTH DETAILS, SHEET I0 SPLICE REQUIRED@ (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR SEE"C6°CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REUSTEK SC6' SHEET IO FOR IpTERLOCK Y4' MAX. O.C. THIS POCKETS AND 49" NOM. CLUSTER. SEE SHEET SEE POCKET 10 P-HOOK PANEL WIDTH DETAILS, SHEET 11 zz JAMB MOUNTING I z zz z x " INSTALLATION, ADAPTER 8'MA%. (D}'I x xax pa zaz •-( -?, THIS SHEET ANCHORS MIDWAY o' WMAX. z i & SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS &AT 3' , So, z=FRAME ANCHORS FROM TOP& �q 14°MAX O.C. �o ANCHORS 96• z z (TOTALS BOTTOM jZy I lol o UNIT 21'MNL ANCHORS) 4.061' •'MAX.TOOPENING I�0 . HEIGHT O.C. PER JAMB I 0 ®AN HOOK ! SEE JAMB EDGEOFPOCKET SEE ,i�g 101 i OC A ANCHORS DETAIL 7r INSTALLATION i B ol— Z } DETAILS Jc: &'Kd S ® L. ! f m o = P HOOK 1 �' •T S END PANEL,'I. SHEET 14& PART I- 1 I to{'' '-' )O MOUNTING 24 MAJc. - ANCHORAGE DETAILS V &'K Y_. ! 1 of r a InA% ADAPTER ' �2'ANCHOF.8) SHEETI9HOR I NIG+�--Yel 1 I 5 I ':ANCHORS r + O.C. R'-N.0 IL.. L P-HOOK Z, ENO PANEL ANCHORAGE ANCHORS END PANEL x R x K xz x a x e•MPX DETAIL - ANCHORAGE xxYx `�yq. ,�+�2, SKETCH BELOW) (SEE SKETCH BELOVO �yr ax �h2• �".2+� ANC RAGE ANCHORAGE CENTERLINE B"MAR., TYR ANCHORAGE ANCHO1SAGE ANCHORAGE OF PANEL 1 2.04' — 24'M4X. 1EXAMPLE'6-PANE12TRACK a' OUTSIDE CORNER -PXXIXXO-W MOUNT POCKET ANCHORAGE PLAN' O.C. 48"X 96"NOM.PANELS, ANCHOR GRUUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) 6' SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 T— 2) ANCHOR LOCATION SPACING FOR ANCHOR 1 QUANTITIES SPECIFIED IN TABLES7-35HEETS 6-8: 48' I CENTERLINE OF . ! INTERLOCK HEAD & SILL: 8" MAX, FROM FRAME CORNERS. PANEL PANNOMEL USE SPECIFIED CLUSTER FROM APPROPRIATE SEE'CS,SHEE WIDTH 10 TABLES, SHEETS" AT EACH INTERLOCKAND 70 STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL '+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL ADDITIONALANCHORS 24"O.C. MAXIMUM. r•tla4t AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IFASPLICE P1' c1 OCCURS AT THE P-HOOK. MAX PRODUCT REVISED O.C. a plyylnRWIN O• FI•dda NOA-RB Catic NOA-No. 17-0420.72 6.64' Expiration Gat 211 ]12020 6" MAX. B MiamF-0a GenVe 3.5 CENTERLINE JAMBS 8 P-HOOKS,6' MAX. FROM BOTTOM. 21'MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR '- - -OF PANEL2 D.C. (Pi OOK)VTILWNG ANCHOR'QUANTRIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK. - - ';)ti° P-HOOK ANCHOR DETAILS ON SHEET 14. - ANCHOR PAIR '.2' ANCHORAGE ANCHOR PA82 REQUIRES SE AILS, CLUSTER END PANEL °CG'CLUSTER CENTERLINE CENTERLINE •� SEE DETAILS, SHEET IO ANCHORAG DETAILS, SHEET II F---OF FORASTRAGAL OF (2 ANCHORS) B. INTERLOCK II ASTRAGAL MAX. p.- 4.051• 3.5' I e _ - LYry .�`NY 4f, I I 1� •LICENg �( F�1I I�, CENTERLINE CENTERLINE • CENTERLINE = 14 i Na 58705 EXTERIOR V I OFPANELJ +2'ANCHORAGE I-"-OFPANEL4 'i2"ANCHORAGE- �""OF PANEL5 SEE SHEET I I FOR OTHER INTERMEDIATE ANCHORS a` f .DFAUM.II l 9 • 22 1 PGT0430 E r AS AL OR I. PUCE LOCATION A RAGAL I OCK-1 CONI INTERLOCK -'-j I NEEDED CENTERLINE I C NTERLINE^ 'CW 3.5" -\ 7• 7° 1.75' 4 DA . 2.04� 3.5' J' WEM{{{RI---•••O 4'DIAG. 7. EXIE�R100. V 2-TRACK FRAME HEAD/SILL 2-TRACKFRAME HE EXIEFRLIO v 3-TRACK FRAME HEAD/SILL (USE (aL(USE WGALOR INTERLOCK WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4°) ASTRAGAL OR {{ SPLICE LOCATION INTERLOCK-1-IF NEEDED CENTERLINE I EMnERIOi. V 44RACK FRAME HEAD/SILL aQ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4°) NO ASTRAGAL OR SPLICE LOCATION IF NEEDED 2W C TERLINE 35' 21' -DI G MAX. G.G. .04- 7' 3'5° TERIOR n _._._7"._... WMAX. 5.64• DIAG. 8 GLAD. (USE WHERE 5Ldt.+len I rrvt 6°I _� I ANCHORS ME REGJ-1ED,'C5' ANCHORS ARE RLOUIREU fi° gNGHORP I. 4-TRACK -- - ^TItAGAL O$ RSPLICE-7 i4STRaC SPLICELOCATON 6" G. FRCHOR FAIR I -=1" CTJNDRION,lISE INTERLOCIt�'�"IF NEEDED"-t 2C4 - FJCTERI ANCHOR PAIR CENTERLINE I 'C6" CLUSTER DETAIL) CENTERLINE 3.5' 47-t 7• ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR INT. M1•OIAG. MAX TRACK(!NT. SHOWN) 4XS' O.C. B. , 2 04" NOTES: I 1. ALL DIMENSIONS SHOWN 5.84' ARE BASED ON MIN. EXTERIOR 3.5' ALLOWED. Eui1E-IRIOR FT7I 3.5• 6• MAX. 2. FOR HEAD OR SILL SPLICE V 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT (a)ASTRAGALOR—INTER LOCKCal ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE S CLUSTER (USE WHEREBCLUSTER 3-TRACK FRAME JAMB ANCHORSARE REQUIRED, •C5-) ANCHORS ARE REQUIRED.'C6' ANCHOR PAIR —PRODUCT REVISED mpl In with the Flo lda FOR SPLICE FOR SPLICED No,-n9 �o�e ASTRAGALOR ASTRAGAL OR ( CONDITIONS ONLY: NOA-No. 17-0420.12 II (FOR SPLICE INTERLOCK CONDITION, DO NOT INTERLOCK'�I u SPLICE LOCATION eaptraon oa{p 02/1712020 CONDITION, USE CENTERLINE USE THIS DETAIL) , CENTERLINE •C6. CLUSTER DETAIL) IFNEEDED % - — 3S' i• E%TER 3.S• 3.5' 14-NT/" aDwc 2.0' .37-DIAG. 4•DIAG. 8. 2.04' 35° 3.5' IR ReMia\�m�-0�tL0„.vu..r.oI .l4.Ia.l.nl�LlVpc�o 7. l ?•. ULEN9F '•. c� ID 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAO/SILL �*r No. 68705 'p ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, -CS-) rFRr. ovamanvu QR LUSTERANQHU TER R IR (USE WHEWITH BW WITHOUT SPLICE CONDITION � °�') ERIES 770 ALUM. SGD - LM IMPACT 9O0.77p NTS 10 a 22 o..a. PGT0130 �0�. S7A EO A LYMI MLL KY.E. KEAM705 2.04" INTERIOR 2.04" INTERIOR 2.04° -.I- ANCHOR INTERIOR 7• IAG. 4- DIAG. 8.94° 3.5° 3.5' 6.12° INTEINTERIOR - 0° T° 3, INTERIO 1 INTERIOR 1 CENTERLINE 4_E.R ERIOR , TERIOR 4' DIAG. 4' DIAG. OF PANEL 3.5' 4^ 3.5' 3 4„ •+2'ANCHOR 2.02.04' 7° EXTERIOR 2.Oe EXTERM 4• 2.04' EXTERIOR 8.94" 2.04" g'—V 90' CORNER CORNER 135° CORNER 135° CORNER 4" DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK F FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL FRAME HEAD/SILL g 5 (USE WHERE 4 CLUSTE (USE WHERE 5 CLUSTER 4 CLUSTER STRACK (LICE WHERE S OR CLUSTER I_-_CENTERLINE EQ `'ANCHORS ARE REQUIRED, C4� I-7ANOHORS ARE REOUIRED,`C_E^j HOPSAERE 1"ANCHORSARE:REQUIREO,'� ANCHORS AREREOUIRED. "Cfi') I OF PANEL' 400' INTERIOR - �':• .. - IRIOR. NTE.. 4.08' .a1F... HOR " I I . . �: •+3'ANCHOR-.7. 4° [ W'4e INTEPIoa 90 7-2.06" 4•DIAG. —�35' 4.08• 4.6.37 D G. CENTERLINE CENTERLINE I OPPANEL 4' OFPANEL2-TRACK FRAME HEAD/SILL ON INTERMEDIATE ANCHOR LAYOUT EXTERIOR EalOa ^i2^ANCHOTRIOR go- CORNER 135°CORNER n VIALL EWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V (-CT ANCHOR CLUSTER REQUIRED ('06'ANCHOR CLUSTER REQUIRED ATALL3-TRACKCORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. PRODUCT REVISED ea nomPlYingg MM 0. Florida 612° Building Code INTERIOR INTERIOR 2.04° HOP -No. 'IT-OA2D.i2 2.04' 12• 3.5' I P.%plrauon Date 0211712020 EXTERIOR I —_—CENTERLINE 4" INTERIOR 5.88" OFPANEL BY mmrol-Dad roaea eomrol INTERIOR gp V. 3.5. 73,5° °F?•ANCHOR / 94" - 7° CAT INC. 6.12" 3.5' 4'08- Ala 7' EXTERIOR ..04" 3.6" 4° 4°DIAG. 3.5" 3.5° I T EXTERIOR T" E-r�7EaiOa 4° 2.04" I OF PANELCENTERLINE ` o L.NN%/i +i 90-CORNER 135'CORNER <<�'. 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL CB ANCHOR CLUSTER REQUIRED 1'C8° ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAOlSILL No. 58]05 ( INTERMEDIATE ANCHOR LAYOUT = T¢= AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. mro TEcwIGLGwow1E '-6 •. OT 4iC 2, DETAILS DEPICT ANCHOR QUANTITY AND SPACING, ANO WOULD BE H. vENrcE, n:xnd ANCHORAGE, FJCAMPLE CLUSTERS '.,8`ss."YORIon,.•G�2�� IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "r CERT. GFAurxcstea SERIES 770 ALUM. SGo-LM IMPACT +'+Tq�NA1IL 1ENt�`� JR S1) C NO CHANGES THIS SHEET. a ye,me — — meow r ALYMI MI PE e••^% aee.__... .`�� ® SGBJN NT.S 11 a 22 PGT0130 C P.EY58705 STALLATION DETAILS ' -- EDGE DISTANCE: ' SEE TABLESHEET 2.1 2-1l18" EXTERIOR I/4" (� MAX SHIM TABLE A, I I LA d SHEET 1 2X WOOD WOODANCHORTYP., TYP.,SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A. SHEET I .WOOD ANCHOR TYP 2XM -^�+ •��"SEE ANCHOR NOTES TYP'SEE TABLE A:SHEET1 NOTE 3, rxd m,t 1 SEE ANCHOR 1 (1/4' MAX) EXT(E�R]IOR 2-1116" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I 2-TRACK FRAME SILL wi WOO (INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 2-IH6•' 1/4" " r MAX. SHIM 2X WOOD TYP., SEE ANCHOR L NOTE 3. SHEET 1 3-TRACK F WOOD INS WOOD ANCHOR"fVP I((GixG: SEE ANCHOR NOTE' I SEE &TABLEA, SHEET EMBEDMENT: SEE - TABLEASHEET•1 ~ -EDGE DISTANCE; _ - 2X V100D SEA, ' TYP., SEE ANCHOR' SHEET 1 SHEET NOTE 3, SHEETI 2-iM6° &TABLE A. SHEET EXTERIOfl 1/4' MAX. SHIM—�i-•— 2-TRACK FRAME JAMB WOOD INSTALLATION SEE ANCHOR NOTE & TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET MIN. OF 3 THREADS BEYOND TE4 EDGE DISTANCE: THE METAL SUBSTRATE C114 TABLE A,I NOTES: 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 42-WW' 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A. METAL TOR TYP., SHEET 1. SEEANCOR NOTES NOTE 4, SHEET 1 & TABLE A. SHEET 1 • DIAGONAL O.C. IS 4-TRACK FRAME HEAD MIN 4" (HEAD &SILL) i METAL INSTALLATION ORB"(JAMB)SEE - SMSANCHORJYP., METAL TYP., DETAILS, SHEETS-10&11 SEE ANCHOR NOTES" -' "SEE ANCHOR SHEET - NOTE 3, SHEET SEE &TABLE A. SHEET NO , -�-'AI . ANCHORn y -W , +-. g pI MIN. OF3THREADSBEYOND 1x. -- p(" e p pl II'X THEMEtALSODSTRATE —ri CIA �wfi�t>•ILI'rW,r�u, - EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET S3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLEA, 2# :CHOR OD - ' SHEET I TYP.,E,SHEET 1 T1 NOTE 33, SHE- 2-IH6" WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR I1W MAX SHIM -+ i I— _EMBEDMENT: SEE TABLEA,SHEETI EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEET 1 z ptym0 with mo Florida 6aA�CeJa NDA-Wo. 17.0620.12 EDGE DISTANCE: Ewrmioa Data 02/17/2D20 SEE TABLE A. METAL TYP., SHEET By m1a -Da mace o SEEANCHOR . NOTE4,. SHEET -- 2-V16" SMSANCHORTYP., SEE ANCHOR NOTES & TABLEA, SHEET 1 MIN. OF 111I THREAD S . NY LYNN ' •� EXEERIOR BEYONDTHE �1 ' :.. METAL SUBSTRATE ` ,g�� UCENSF (', I� 1!4' MAX. SHIM - *:' No. 58)05 rFBr. a'nmNrmmel SERIES 770ALUM. SGD-LMIMPACT m.�nv_enxx tc sco-ym NTS 11 + 22 PGT0f90 I INSTALLATIO ETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: T.-EL—DIMENSIONS CONCRETE EDGE DISTANCE: SEESEETABLE A, SHET1 CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED CONCRRE A. SHEET t 1A8°• ON MIN. ALLOWED. TABLE A PERTABLE PER 7ggIE 2-1/16" PERTABLE 2- z-v1e • DIAGONAL O.C. IS A, SHEET A. SHEET 1 A. SHEET 1 - t f.�r MAY L L) ExrERIo 1 , -!•.I �• SHIM OR'(JAMB)S SEE 7j 1 AL'SHEETS EXTERIOR MA%EMOEDMEN E%TERIO OS. J SE TABLEMAX..A. C,7 SHIM SHEE 7 SHIM PROPE0. YSECURED I% CONCRETE ANON TYP.. PROPERLY SECURED IX CONCRETE ANCHORTYP„ PROPERLY BECURED IX CONCRETE ANCHOR TYP., WOOD CKTYP.,SEE SEEANCHORNO S& WOOD BUCK TYP., SEE SEEANCHORNOTES& WOOD SUCK NP.,SEE •— SEE ANCHOR NOTES& ANCHOR TE 3. SHEET 1 TABLE A, SHEET ANCHOR NOTE 3. SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ME HEAD 6 EHEAO CoNORETCK FRAME HEAD 4-TRACK TC-14NSTALLATION CONCRETEFRAME ON CWACRETEI SLATION IN ONT `- y CONCRETEANCHOR TYP., • •^''PAd@ERLYSECUREC IX CONCRETE ANCHOR TYR:, PROPERLY SECURED IX - - - . CONCRETEANCHO ROkRILYSECUREDiXT SEEANCHORNQTESE .. WQOD BUCKTYP.. SEE SEE ANCHOR N=S& WOOD BUCK TYP.. SCE .. .SEEANCHORNOTES& WOOD BUCK TYP., SEE SHEE NOTE 3, SHEET n �nMlmTl " TABLE A' 7"-'A CHORT10TF 3, SHIES I I - TAbLE A, SHEETI •• ANCHOR NOTES; SXEb f - - TADLE A, �,). ANCHOR .1 I .. „nc SEEANCHOR SEEANCHOR SEE ANCHOR NOTE 6, SHEET NOTE 6. NOTE 5, SHEET; SHEET 1 _ (1/4'MAX) (1/4'MAX.) 1 T EM MOR { :'�, 1 EXTERIOR 1 } -.• �': EXTFRI R 1 _ CONCRETE � �21118 21/16" 21/15"-i�--�- PERTABLE EDGE DISTANCE: NCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 , ERTABLE PERTABLE SE TABLEA. SHEETI BEE TABLE A, SHEETI SEE TABLE A. SHEETI SHEETI EM EDMENT:SEETABLEA,SHEETI .SHEETI EMBEDMENT. SEE TABLE A, SHEET t A, EMSEDMENT:SEE TABLE A, SHEETI 2-TRACK FRAME SILL ® 3-TRACK FRAME SILL 4-TRACK FRAME SILL Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION Do CONCRETE INSTALLAI I EMBEDMENT: SEE _ PRODUCT REVISED TABLE A, SHEETI c vl m wIM Ne Fmbaa Buiiaine EMBEDMENT: SEE ROA 17 0420.12 TABLE A. SHEETI ri EDGE DISTANCE: expintbn Date 02N7/2020 EDGE DISTANCE: PROPERLYSECURED SEE TABLE A.SHEETI e] EMBE ENT: SEE CONC./CMU ANCHOR SEE TABLE A. 1X WOOD BUCK TYP., Mlam a uc conwl TAB-A.SHEETI —`I Typ„SEE ANCHOR BHEETI SEE ANCHOR NOTE 3, _ EDGE DISTANCE: OTES P. TABLE A; •-. -- SHEETI 1. - PROP SECURED. - SEE TABLE A. .SHEET 1 - 2-1/16 BUCK NR:,' iXWO SHEETI' 2-l/ie"• SEE CHOR NOTE 3, CONC./CMUANCHOR `I SHEETI TYP., SEE ANCHOR , •i2-0/1B"' PROPELV SECURED NOTES &TABLE A, CON ./CMU ANCHOR 1XV 00 BUCKTYP.. SHEETI CONCRETE TY ..SEE'ANCHOR 111ODIIIp/ "' SEE C OR NOTE 3; CONCRETE ORCMU N TES &TABLE SHEETI ORCMU RIOR PERTABLE .� I'...... SHETI E. :" OR CMU� RI R Pq,ERTABLE V A,SHEETI `�Pa'V - UGENSF EX ROR T� T SHEET 1 PERTABLE •P AX-III--- , = * i 55.8705 1/4'M. SHIM 1M MAX SHIM �-I F-+-- A, SHEET 1 i/q' MAXSHIM 4� /..ENO. 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Kc CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 1J '. s'/TA/Te CONCRETE/CMU INSTALLATION 1oH &n ANCHORAGE DETAILSIWO'%F�''•`�oRlo!. 'GEC\; e�ENi -"--- SERIES 770ALUM. SGD-LMIMPACT //In IIn1111 cERCOFNIIR/1YM6 JF PINYIT C 'NO tlIM1G£S THIS SREET. cmrvcnPmn s.awe a� P-+E'�` '°•• ALYNN MILLER, RE crra NTS 13 +Y2 PGT0130 C P.El W05 _ R. 10 04 — _ - 1� rALSrS Yre'l'd - I" u � I EMBEDMENT: SEE WOOD FRAMING TABLE A. SHEET 1 M::=— EMBEDMENT: SEE TABLE A. SHEETI 20 PHCOKWOOD ANCHORTYI SEENC ANCHOR NOTES' 8 TABLE A SHEET 7, fAL505EE T'P L I ER NOTES: 1. ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED REQUIRED AT ALL 2.693'MIN, - ON MIN. ALLOWED. INSIDE POCKETS EDGE TO PREVENT DISTANCE 2. FIGURES ON THIS WATER SHEET ARE FOR P-HOOK MOUNTING ADAPTER INFILTRATION CONC./CMU ILLUSTRATIVE WOOD ANCHOR TVP., ANCHOR TYP., SEE PURPOSES ONLY. SEE SSE ANCHOR NOTES ANCHOR NOTES 8 TABLE A, SHEET FOR 8 TABLE A, SHEET 1 (ALSO SEEI TABLE A, SHEET ALL APPROVED ': ". — ILLLISTRATION,SHEET9) 1-il4"MIN. EDGE DISTANCE SUBSTRATES. DISTANCE: SEE -, � EK MOR 3. SEE TARES 143, R EA, SHEET EMBEDMENT:_-- •: r,:.: '^'•".�"'' 3g l SHEETS 68 FOR _ SEE TFJ3LEA )OKMOUNTING REQUIRED P-HOOK P-HOOK' —fpgEVER108 $HEET1 �'7-: I „ADAPTER CONC./GMU AND MOUNTING ADAPTER - -' •- :ANCHOg TYP., BEE AND QUANTITIES, ONCRF`F OR C E SEE ANCHOR NOTES BYABLE SHEETI ALSO SEE EXAMPLE .._ U2693 MIN.'-T1 -bMU PER TABLE. A .:,_NT TAtl.EASHEETI ,A.; - (ALSO•SF-E TYP. ON SHEET 9: ,. EDGE DISTANCE onCEt ILLUSTRATION, SHEET 9) FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY $I L R S .. %P-HOOK PARTS 918, #20, #22 OR #24, $PARTS #18, #20, #22 OR #24, WOOD INSTALLATION Q RIOR MOUWSHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES 1A 2A&3A MAYALSO BE INSTALLED IN (SEETABLE5 iA, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP.. P-HOOK MOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONC.ICMU NOTE 4, SHEET i; EMBEDMENT: SEE TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE TABLE SHEETI A ANCHORTYP.,SEE ANCHOR NOTES &TABLE MIN. OF 3 THREA0.S A, SHEET 1 BEYOND THE METAL ANCHOR NOTES E I - A, SHEETI ALSO SEE TYP SUBSTRATE &TABLE A. SH ET (ALSO SEE TYP. EMBEDMENT: ', �,, .' -., "•'�'.'�; / C,-' ( ) ILLUSTRATION, SHEET PRODUCT ILLUSTRATION, SEE TABLE A, +,. eREIVISED da a fiuiialno Caen EMBEDMENT: SHEETS) OE SHEET 1 <: � Y6 NOA No. 17-0420.12 SEE TABLE A, DISTANCE: SEE Exp6a6on oannQQQQ2�7/2020 ' , 1-i/4°MIN. EDGE DISTSHEET1 ANCEMY ZO _ 30 mlam-O Floo..i Cen<rol 'R• c.. skJs ANCHOR TYP.. '— •kxrErUOR „•.' F-HOUK CO\ JCMU / - "'EXTERIOR - - SEEANCHCRNOTES n ANCHORTYP.,SEEf Il &TABLE A, SHEETI V ANCHOR NOTESBTABLE V (ALSO SEE TYP. 2.693° MIN. A, SHEET 1 2.693' MIN, ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ' SP-HOOK FOR USE WITH BOX SILL RISERS PARTS#19 #21 #23 OR#25, METAL INSTALLATION EXTERIOR (SEE TABLES IN 2A&3A MOUNT FOR WATER RATINGS) ONLY OFAM. IMM ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS#19 #27 #23 OR#25 CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA 2A&3A MOUNT FOR WATER RATINGS) ONLY sGD-no I NTS1 14 +22 1 POTD130 * : No. 58105 r OF �i��C)NAL &L"NMILLER•P£. P.0P 5.5 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET I8;INSTALLATION DETAILS AV SHEE S1 &13 SHEETS NOTES; 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-e FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR . MAX. INSTALLATION DETAILS. PANEL 'l 2)(1) LOCK (ITEMS 75&107.1 0)*0 HEIGHT I': F EAG},j'LOCKSTILE, LOCKING INTO _. ft ' KEEPER (ITEM103)ATFRAMEJAMB 2" CIRASTRA(iAL, LICAECE I III 3)PLEASESEEAPPLICABLE Tilt! 6, IAl'i-' ASTRAGAL S INTERLOCK COMBINATIONS PER DRANCHOR PANEL (I PANEL TVPE TYPE 'OS' 'A' NOM. PANEL MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH TYP. PER TABLES 1-3 DTH E% ER OR 90° PANEL TYPE PANEL ]7AS CORNER DE TAIL WT. TYPE SHEET 19&CORNER ANCHORAGE SHEET 11 ' MAXUNIT . / / MAX. HEIGHT DLO PER INTERLOCK DETAIL 'M, SHEET 19 HEIGHT TAB!E3 EXTENIOR INTERIOR ., JAMS DETAIL G3 SHEET DETAIL le),J61 :.A%" X f 18INSTALLATION •G`W &'Gc', SHEETS 12 & 13 DLO WIDTH= NOM. PANEL WIDTH 4" TABLES. -) ' so- OLD HEIGHT = DOOR UNIT HEIGHT - 10.125" SILLINDTAL ATIOSHETAILET S PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866' INS'De. SKET$12 AILS EXAMPLE:90°INSIDE CORNER,4PANELS-XX/XX 'OW BT)c', SHEETG 12813 SILICONE HOT#1ELTBVIYL PANEL CORNER FRAME CORNER DETAIL DETAIL Part# Description 124 Komrrisding 4SG TPS Spacer System125 OuaneX SuperSpecernXrwi!h Hot Melt Butyl128 I Ouanex Duaseel spacer 127 Cartllnal)L Edge Spacer Nar.x ,a m>r nar..— .1, w„° a „°,,. D STRUCTURAL POLYISOBUTYLENE MATH DESICCANT EXT. GIASS STRUCTURAL SILICONE FOAM WITH DESICCANT IS PRODUCT REVISED c..,dg1n 11M1 the Florida TNT. GLASS IRT. GLASS B"Ildina Code NOG-Na. 17-0420.12 +xa KODISPACE 4SG TPS +xs SUPER SPACERONXT"' ahidadtroa oa z/17/zozG By ALUMINUM Mlamr-D Product Cantro REINFORCEMENT POLYISO- DESICCANTRLLAREA BUTYLENE WIWNOM. 5116•NOM. " SEAL BUTYLB SNCONE SEAL DESICCANT ROLL-FORAIEO FOAM STAWLESB STEEL EXT. GLASS oroTECKNOInarORnr KYFLACE R91TI6 Tw0uo-lsW CENT. OFAUTK 112SEd (((v `INTOLASS �/v `INT.GLASS +m DURASEALO SPACER m XL EDGE"'SPACER Sewn I NTS 115 - 22 * : No. 58705 l— S TA I O I�. a` 701VAL 0,1``� A LYNN MILLER PE P.E.#58705 CONFIG. EXAMPLES I �DJAMB OETAIL'G2', 2 —SHEET 18; INSTALLATION DETAILS'G.f &'Gc; SH ETS 12&13 SHEET 19 ASTRAGAL HEADER DETAIL 'A, SHEET DETAILS'Ll*& 18; INSTALLATION DETAILS L$ SHEET 19 'AW &'Ac', SHEETS 12 & 13 E a PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' t! D' A' MA / NOM. PANEL // // UN HEK WIDTH TYP. ry 4 PE MAX PER _ SEE TAB[ DLO 'iABLE51-3 - NOTE 2 1< HEIGHT SHEE ji,5 _ 1 �0 ill iif X�"TE .�. - MAX UNIT WIDTH '03', SHEET 18; BW &'GC, SHEETS 12 & 13 HEADER DETAIL'A' /'INSTALLATION DIET / SHEETS 12 & 13 9G° MAJL OLD PANEL TYPE 1C MAX, UNIT HEIGHT PER SEE TABLES NOTE 2,., 1a 1EET 15 Lwr & 0 , I , 1 I� SHEETS I{,"' f ry <T L SEE FRAME 8 -� PANELCORNER SILL GET UL'D', SHEET 18; I. ` -MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2( TRACK) 'DW&DC, SHEETS I2&13 E(AMPLE: 90'OUTSIDE CORNER -XXIXX(2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L7' R INTERLOCK DETAIL W%SHEET 19 INSTALLATION DETAILS'IW & l L2, SHEET 19.1 ,^) INTERLOCK DETAIL'M', SHEET 19 'IC, SHEETS 12 & 13 .ffo� 'HEADER DETAIL -1 JAll 0ETAIL'H2', SHEET P-HOOK DETAIL'J'&TC', SHEET W. SHEET IB; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW', INSTALLATION JAMB LS'IW 'Pie SHEETS 1 INSTALLATION 'HW &'HG; SHEETS 12 & 13 VC'.'KW &'Kc; SHEET 14 DETAILS S 1 R'Be3 DETAILS'IW 8'Ic', SHEETS 1I SHEETS 12 $13 7 MA? HE F TA C. T HT SLLDETAIL I 'D', SHF-FT ES 181 . INSTALL, DETAII - d MAX. UNIT WIUIH -__ PANEL PANEL PANEL PANEL i, TYPE TYPE TYPE TYPE I M. 'F' � .VND_ J•. NOM.-.. gP•. �. ER T - PANEL WIDTH TYP. 3S PER ILES MAX. SEE -3 DLO NOTE 2, TABLES 1.3 g j HEIGHT SHEET 15 L l X % — — �r EXAMPLE: OXXXp SILLDETAIL'E;SHEETI8;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec; SHEETS 12 & 13 2 .. GFAUM. MN PANEL TYPE TYPE A CS' NOM. PANEL PANEL TYPE 'OS' IA I� MAX. UN IT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F 'P 'P' MA NOPA. UN I� PANEL / HEK WIDTHTYP. 9 PE SEE MAX, PER TABI OTE 2, DLO TABLES SHEET I5 HEIGHT 0 JAMB DETAIL'G3; SHEET 18; INSTALLATION DETAILS 'GW &'Gc. SHEETS 12 & 13 I INTERLOCK DETAIL �'M', SHEET 19 GW OUTSIDE CORNER DETAIL'NT, SHEET 19 & CORNER ANCHORAGE /-SHEETII ' IMERIOR EXiF.FIOR ...........-- •f TABLES 1-3 UNITWIDTH HEADER DETAIL'C', SHEET 18: INSTALLATION DETAILS 'Cd &'Cc', SHEETS 12 & 13 PRODUCT REVISED .. complyyingg with tha Florida Gulldln9 Codo I�p 110 - 1. 17-0420.12 EUPlntlon Gat. 02/17/2020 K. T HT T ES I EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;1� = k' No. 58705 (4TRACK, BY-PASS) INSTALLATION DETAILS 'FW 8'Fc; SHEETS 12 & 13 �u —y O I� I F.XAMPLEELEI/ATIONS sT 4 506)70 N7S 1 16 + 22 A. PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTIM ASTRAGAL .ASTRAGAL Box BUT Box BUT aSTXIN BOX IN INT CORNER90LOCKNER 90 LOCKSRIE 90 LOCKSTILE E%TCORNER 90RECENER INTCORNER 90 RECEIVER EXT COMER 60 RECEIVER EXTCOEMI IBS RECEIVER INT CORNER 135 RECEIVER INTERLOCK INTERLOCK INTERLOCK IN STILE" W1HANOLE BOX OUT BOX IN W/HANOLE WIHANDLE WIHANOLE WIHANDLE WIRANDLE W/WINOLE WIHAND WIH NOLE TYPES CUT Ll ^'� Pt3 W wl M10 7 gill M plie p61 kJl A l K F PP K TR TQ TC TA TV TW CUT �- ��0 LOCK 8 E P A C C IC SQ SC SA SV SW INTERLOCK �D- IN . Iwvprt IAOtM R S S FD FC FV FW E RR IeOXOVB rearw DM rsaXLVB mow_ .m to ASTRAGL wow LR ,. /. �' - PANELi40TEC. .. .' � „ �r, , ., r'--SHEETS 69-FOR PAO:EL ` �L� T. SEE OP TABLE$1-3, SIZES B DESIGN PRESSURE. QINTERIOR RIGHT OFF eOXIN 1V LEFT 2. PANEL TIDES NOT SHOWN OR CROSSED J WIHINOLE PDXM PANEL �1R'LEXTERbR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. )— ASTRAGAL T U STILE V STILE 3.90° ASTRAGALS TO USE HEAVY-0UTY STILES (n ~ .BOX OUT ARU NaL moT RU T ,! IORNERRECEINTERIVER 18)AND EITHER PANEL"E°SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR EXTERIOR (&H9) OR INTERIOR (p120) CORNER LL BO%W 212r rRTj ll APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. j ,HOxw N4YM 4. 135' ASTRAGALS TO USE HEAVY-DUTY STILES WT CORNER 90 LOCKSThE ^I C (961) AND CORNERADDON(031). -J w WIHANW.E U120 SILL RISERS �' •23T OPTIONS Z IXCOMER . LOCKSTILE QI QL5 232° F.1.TEWOR Q d WI WWOLE p119 EXTCORNER pg 9O RECEIVER CT a7 �1 CS I+— I EXTERIOR Bar PRODUCT REVISED �( z4r EXTERIOR a RiYte IN the F1011te Cade EK a '�2' 4.065" No".. a .B6T 330.5' NOA-No. 77-0420.92 WIRANDLE H110 WTIARNER Not �+ 1E6r 2.565' I eXPBOBOR V.I. DZ/T7/z02D GO RECEIVER AT AS DF 'ofir 1 By "--- WIHANDLE Mla -DR PMUuct ConW EXREC rvp`,Ri. /t -"CF 18'FLV H i-1/0 AT' OL WR^ RISER OMBOUSILL IME3-TI4�° T 24 HIGH AER FLAT - 6 EXTCORNER 35 RECENER WIII,INDLE g5 INT CORNER 35 RECEIVER .. VT t II AT �/�/ VS WC VF WF .760' .. .TSo' EXTERIOR E%TERKKi EXTERIOR T50' EXTERIOR .Oar 3DB' •�. a a 4.O6C_ WIIWNOLE pBt li Z.655' 1.5BP .OB2° DVITl TIVIV 1 �,o........... ' UGENSP `.( SILL RISER. BOXI' 19'FLUSH. YI SILL RISER. BOX SILL RISER BOX SILL RISER. 30X No. 58705 OMEDIDM. 3-114" HIGH, 14JT LOW. 2-12° • NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6E '%1 '- I� +p= ISTE OF TYPES'�JDNALab�a EIMM"�s"PANEL SERIES 770 ALUM. SGD-LM IMPACT A'IlnuulJR oe.APu. 0~7 C NO CHANOESTHI35HEET. au,+mrt ——owmw.A,LYNNMILLERP.E. ° s0o-n0 NTS 17 a22 PGT0130 C P.EY59T05 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATON DETAILS) 14 IN OF (-,)FULL GTH V 5 6U OR 61 t'�'-1 fi00R 61 2-TRACK JAMB 6°LONG CLIP#105 INa W/RETAINER#106 113 MIDSPAN (SHOWN WITH 5 FIXED PANEL TO RR� 1pp THE IMERIOR) V- EXTEROR 14 VFI 12S FULL LENGTH,.. T® MOx0l4•�' OFJAME ; 2-TRACKJAMB fN5.X3 1,. ,oCLIP 800 D105 6'LONG W/RETAINE11123 (SHOWN WITH MIOSPAN 80 g00R g1 FIXED PANEL TO �E%IEnIOR THE EXTERIOR) 121 SEE DETAIL ON SHEET 15 X d 2 112 ]EIRICS 45 5 62 51 69 EXTEROR SHOWN WITH 2-IHAOK WIU0. ttl OPT. SCREEN A FRAMEHEAD TRACK EXTERI a ®2-TRACK WISCREEN D FRAME SILL • REM 61 SHOWN, ITEM 00 ALSO APPLICABLE, SEE TABLES 1,3, SNESTS "FOR DP (PSF)ASSOCIATED WITH STILE. lJ 6 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 3 TRACK B FRAME HEAD SHEU15 106 RILL PANEL JAMSLENGTH pppR gO OR Bf 105 a inq n 60 0R fit 16 II 5 5 SEE DETAIL G1 1. FOR FIXED gp PANEL CLIP 7 is�a ioPi.i SEE DETAIL G2 1U5 FOR FIXED 1 PANEL CLIP E t05 GOOR fit 5 „16 ; iT 800R 81 I.1 -EXTERIOR v .TT,IXTERIGft �EXTERIOR I �£%TERIoa V _ 3-TRACK JAMS " � «3�TRAOK JAMI I -T 4-TRACK ME 14-7RACK JAMB H1 (SHOWN WITH (SHOWN WITH 1t (SHOWN WITH I2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEEDETAILONSHEETIS E%iERIOR a E 3-TRACK 4TRACK E FRAME SILL u FRAME SILL L .r.. OFADM.Itl]9l MAX UNIT HEIGHTPER TABLES 1-3 15 s 22 1 PGTO129 PRODUryCTgREVISED ou1141. CotlewIMNo FIoild. No".. 17-0420.12 EXplmOoa Dam 07JI712020 III,.; No. 58705 .r = 7ONAL So,"%� ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 3 EXTERIOR 5 n T EXTERIOR at 1. J-LE RIOft Vv v EXTERIOR v 80 113 103 11B v g7 S M60 L1 WITH STANDARD STILES (5WIT HEAVY-DUTY TILESS#61 Nt 2TRACKSHOW ryER EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) W 2-TRACK SHOW N 135' OUTSIDE CORNER 01 2-TRACK SHOWN No cxavcas nossliEcr sco-rro 4 INTERIOR 90° EZTE(R�IOR � v aINTERIOR 0_ ( d0 OR 61 lOT_T1 , 5 ®INTERLOCK ,1 M - < 14 07-1 6 11 ' ITEM #61 (HEAVY-DUTY e T STILE) SHOWN. ITEM#60 ., (STANDARD STILE) ALSO 90' INSIDE CORNER APPLICABLE, SEE TABLES �2-TRACK SHOWN 1-3, SHEETS S-B FOR DP (PSF) ASSOCIATED WITH TILES. PRODUCT REVISED plying with the Morltla 31 OLK PAR Building Cotle 1501PAR M OA-N.. 17-0420A2 Expiration Date 1712020 QINTERIQ4 BY MleCentral i 61 YtJ 1111111111j ' * ,� No. 60706 tip 4. SGD-LM IMPACT o <^� P. LYNNMILLERPE. 19-a22 PGTO 130 G RE150705 1: Imo-- 5.069"-- 8.582'0.080, Ic 1.211' II ' 1 II II 1.505" 0.081' c 11 0.081' 1O2-TRACKHEAD ID 4.TRACKSILL (6003-T6 AL) (606346 AL) 6.198" 1.211' aO2-TRACK HEAD W/SCREEN TRACK , (6063-T6 AL) "- --7.1a5'-" " 00MT�Tn O3 3-TRACK HEAD (6063-TO AL) 0.520" 0.080° 99 3 TRACKSILL (6003-T6A1)' 6.221' 0.080" i� 1.605' 2-TRACKSILL W/SCREEN TRACK (6063-TEAL) 9.147 4.49" 0.080" 1.211' 1.505' 4 0.081' O4.TRACK HEAD O2-TRACKSILL (6063-T6 AL) (6063-T6 AL) 1.514' 51199wm 0.060"0.062' 1.210' 0532" 0.70060.1 616 O ADDON EAD/JAMB SCREEN 12 AOD-0N ILL'SCREEN 13 FRAME END SILL SCREEN (6063-TEAL) (6063-T6 AL) (6063-TEAL) REQUIRES MIN. 410 EMS REQUIRES MIN, N10 SMS OR3/16'M.ASONRY OR3/16"MASONRY SEE SHEET 17 FOR SILL RISERS ANCHORS @ 24° MAX. O.C. ANCHORS @ 24' MAX. O.C. LEFT. oFAUM.ISXB -y41.3V 019' 0.00.052' dCENSTILE 6.198"(6063-T5 AL) I69° 5' t6 &TRACK JAMB (6063-T6 AL) 21 - 22 1.0 45 1.893" 0.062 L REEN� O46 TOPRAIL F— 0,875' 1.43;ri L 0.060 SCN a6 BREEOTTOM RAIL (6063-T6 AL) PRODUCT REVISED Bu0A1nglCong with M. FII xo ..CnUe 17-0420.12 Ew-tlaa B.to 02/17/2020 By Miam Pra u entm 111 t111ng1/r O, UCENSf N. 58T05 .P 64-TRACKJAMB - 76003-T6 AL) _ }7 '•,a 0: PACT . A LYNN MILLER P£ PIC PA#MIMS 1, .l � ... _ F yl' � 1 `... �_.._.__. _ . .,.� - _ _- .f�- it • ' i. 0.718" I0.83" 3.802° 0752° --j 3.802' 2.304" -- L 0752 0.885" 0.674' 0.796' s3'j 0.062' 26 7 0.080" 0.062" 0.233' 0.062' 0.264" J 0.075° FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 5 BCREW COVER 11 TRACK 28 P-HOOK @ADAPTOR @COVER 0.080' 39 P4i00K FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6AL) (606346 AL) (6063-T6 AL) - 4 155' 4 23D° 1488' 0 O80' 0830 I 10.062' 1600 0.133' 1600 016, 1.974 0 25" 3 2 I�0� 135CORNEF q 1;'` n 135 FIXEAM 4T �5 'SYAIJDARD ETIL�-'(61 INTSRIC- HEAWDL^1,4li�f-=r M I (8063-T6AL) (6063-T6 AL) (6063-T6AL) (W0 -T6AL) 6�--- 3.979' 0.075" L645° 0.125'" O STANDARD ASTRAGAL (6083-T6 AL) , 0.757' FIXED 1a5 FAN -EL CLIP (6063-TB AL) .550° 0.709" 0.080" �11� FIXED PANEL 100 RETAINER 911W (6063-T6AL) 0.281' --4 1- O HEAVY DUTY ASTRAGAL OTOWBOTTOM RAIL (6063-T6AL) (6063-T6 AL) 1.739" +1 0.062 { l �H2 INTERLOCK AOAPTER (6063-T6 AL) --yl-� -y 1.050° I-� '289.I .eJ�t1�° f 045' 045' GLAZING 7116-GLAZING 79 BEAD .G. @BEAD, FIXED (6063-T6AL) PANEL CLIP (6063-T6AL) A2.826' 4"� r 2.0.,33' 1.4498' L80"FIXEDPANEL5.621' 123 RETAINER. 711(6063 TB AL)119 (60 90' 3-T6 AL) CORNER ASTRAGAL DO- CORNER RECEIVER (6063-TB AL) (6063-T6AL) G RLGFAUTH.AWW 6G0.776 1.303' 0.325' 0.062' INTERLOCK II ( SCREWCOVER (6063-T6 AL) 09116'GLAZING 81 BEAD REVISED (6003-T6 AL) I In (N 1M1O Flermn BaiIEIn, �edae PRODUCT NOA-No. 17-0420.12 F.xpImtmn Dam 0211712020 6,621" 0.133' 4' 120 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) Wle]sm1141 22 a 22 1 PGT9130 j *;+ Na 58705 ' . S/ONAL EN ' ALIIANNILIfkkbE P.EASB705