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HomeMy WebLinkAboutNOA; Series PW7720A Aluminium Fixed Windowr MIANII—DADE COU,N'TY, FLORIDA PRODfICT CONTROL SECTION t Ixns sw a6 strecr, Roan, 2otr DEPAIUMENl 01, REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) ,vw►v.n,inniidnde.gov/butrdina 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 fins 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. 'Elie Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AT-iJ (in areas other than Miam i-Dade County) reserve the right (o have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCIUPT ION: Series "PW7720A" A1I utnt i:Ycet ir�5— L.M.1. APPROVAL DOCUMENT: Drawing No. MD-7720A,1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12113, with revision E dated 0311 I/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE, IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit sliall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture ol'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. ADVERTISEML+'NT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to (lie user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.18-0430,05 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. C,. NOA No. 20.0401.10 Expiration Date: February 19, 2024 Approval Date: August 06, 2020 7/28/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS 1NTOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submideil under NOA No. 08-1112.09) 2. Drawing No. iYlD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430. 05) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202•-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, DurasealO spacer system, Super Spacer' NXTT11 spacer system and XL Edg6rm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No, FTL-8717, FTL-8968 and FTL-8970, dated I If10/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submilted under NOA No.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 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforin Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-O4 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F'rL-3835 and FTL-3850, dated 07/18/03 ai 107/31/03 respectively, ned and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) �� Manuel Perez, P.E. Product Control E� •r i\UA No. 20 0401.10 /Ie-Expiration Date: February 4 Approval Date: August 06, 2020 B-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUE, D) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611, Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealer! by Anthony Lynn Miller, P.E. (Submitted under NOA No.18-0430.05) 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 Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas© (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/ 18. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM. C864 Specification for Dense Elastomeric Compression Seat Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Robber and Thermoplastic Elastomers - Tension. of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611' Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Subinitted under NOA No. 18-0430.05) 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Suhiuitted under NOA No. 18-0430.05) 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, PR, Produ' Control Unit Superviso (Suhu:itted under NOA No.18-0430.05) Manuel Perez, P.E. Product Control E. r NOA No. 20 0401.10 Expiration Date: Febmary 4 Approval Date: August 06, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) 4. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E (Submitted itn(ler NOA No.17-0614.11) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09; 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No.17-0614.11) 6. .Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D, Brinson, P.E. (Submitted under NOA No.13-050.2.03) 7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Subinifted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No, MD-7720A.1, titled "Fixed Window Installation Guidelines", streets 1 tlu,ough 10 of 10, dated 04/12/13, with revision E dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM P588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: Mauuel Perez, P.E. Product Control E. er ' NOA No. 20 0401.10 Expi�'a00n Date: February4 Approval Date: August 06, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) B. TESTS (Cowmurw) FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-204107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6"' Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to the FBC 711' Edition. (2020) on 03119/20, signed and sealed by Anthony Lymi Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1.. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol n Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No.18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlaso Xtra1Ar (SGX" Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6°i Edition (2017) and the FBC 711' Edition (2020), dated March 10, 2020, issued by manufactuuer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2018, issued by manufacturer, signed and sealed by Anthony Lyon Miller, P.E. 3. Proposal No.19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries, Inc. for their Series "PW7720A" Alumimmi Fixed Window — L.k.Id e., approved on 08/23/1 xpiring on 02/ 19/24. d A�� Manuel Perez, P. Product Control Ex� lit NOA Ne. 20 40i. Expiration Date: February. I Rio Approval Dnte: August 0 E-4 7)'iH1$ T::ODUC71iAS SEEN DESIGNED a l esTEDTO GOVIPLY.W TH THE RE'9U�NTS OF7iIERORIOABUILDING CODE INCLUDING THE HIGH VELOCITYHURRICANEZONE(' %M. - 4W TW-TO-TIP WIDTH 2) SNuTTERS ARE NOT REOUTRm WHEN USED W W WO -BORNE DEBRIS 48•BUCK.WIOTH - REGIONS.T-0RTNSULA -GLASS INSTALLAMONSA80VEW INTHE HVH2, THE OUTBOARD LnE(CAP) NNIST709ERED, 4S4PrVISIBLE --, rt-- LIGHTWOH 33 FOR. NASONRYAPPLICATIONS UI ( MUZADE MINTY. USE ONLY WtAMI•DADE COUNTfAPPROVEDb1ASONRYANGHOPS.MATH=WLS USED FOR ANCHOR WALUATIONS WERE SOUiHEM F8)E,ASTM = CONCRETE MASONRY UNITSAND CONCRETE WITH M00. KSI PERANCHORTYPE 4)ALLWOOD BUOKSLESS THAN I.1)2-THICKARETOREOONSIDE'RED A ix INS7ALL•ATLONS. IX WOOD SUCKS AREOPTIONAL tF UNIT IS RW LLEDDM-=YTOSI)SSTRATE4IRJOOSU=DMnCMAS2X ZHEEi6 AREi i)r7HtCKORGR6RTER.iXAN02XSUCKSMHENUS0)SHALL BEDESIGNDr TO PROPERLY TRANSFER LOADSTO'THESTRUCTURE YWOD BUCKOESLGNAND WSTALLATTON ISTHE RESPCN518um OF THE ENGINEER. (FOR)ORARCHRECTOFRECORD;{AO)iJ. IrMAX 5)ANCHORTNOMMENTTOBASE MaERIALSMLSEWYONDWALL O.7.C- DRESSINGORSfUCCO. USE ANCHORS OFSUFFSGIEpITEMBEDMENT. { NARROWJOTNTSEASANTISUSMCNALLFOUR CORNERS OFTHE 1 FRAME UMALLATIONANCHOR95NOULD BESEAL®.OVMIaL SEAIJNGmASHING STRATEGY FORWATER RF$ISTANCEOF IpW,ALLg7TONSHALL eeOONEBYGIHERSMIDISBEYOND THESCOPE _ OF THESE INSIRUCTIONS. 6TNLAX JW$H=AREREQUIRED AT EACH ANCHORLOCATIONWIERE �••- TH£pMOUCTISNOTFLUSHTOTHESUBSTPATEUSESHMCAPAME .� OF TRANSFERRINGAPPIJED LOADS, WOOD BUCKS, BY OTHERS, MUSTBESUFSCIENTLYANCNEO ORTO RFSISTIAADS IMPOSED ON THEW BY TH9vdwDCW. 641r FAAX 7) OESGN PRESSURM A.NEGATWE DESIGN LOADS RASED ON STRUCTURAUOYCLETEST PRESSURE,. FRAIP,EANALYSISAND GLASS PE IASTM El= B.PosTTAM DESIGN LOADS BASED ON WATERTEST PRESSURE. SMUCTURALI CYCLE TESTPRESSURE FRAMSANALYW$AND GLASS PER ASTME1308. C. DESIGN LOADSARE BASED ON ALLOWABLESTRESS DESIGN,ASO. 8j Tp)EA)VCpIORAGE)AETHODSSHOWN HAVE BEEN DESIGNEDTO RESLST714E WINDLQAADS CORRESPONDTNGTO THE REQUIRED DESIGN PRESSLIRF-'MM -33.113Ya STRESS BVCREASEHASNOYHEEN USEDK THE DESIGN OP THIS PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR -We EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CON'TACTVBTH OTHER DWMlmAR W7ERIALSSHALL MEETTHE REQUIRFN TENTS OFTHEFLORIDAEURDING CODE FOR CORROSION RES)STANCE 9) REFERENCES: TEST REPORTS FTL3M. 3850.7212810-r= ELCO ULTRACON.NOA- DEWALT.UVRAC0X-NSA; 0EWAI EWE -�• s-; fll— r1a•MAX A C. BUCK SHEET7 _ HELQIT 1f._ r ww -.— •- VLSIBL.E 1rMAX LIGHT O.C. _ / HEJG1fT 97' TIP -TO - TIP - HEIGHT i 11 . .MAX. TYP. FLANGED FRAME ELEVATION DESIGNPRESSURERATWG I IMPACTRATNG VARIES. LARGT;sSndALiMISSRE SEESHEETS: G4PAOT RESISTANCE 4B' BUCKwwrn4 WOUCKWIDTH 45-IW VZ.MLE 45-I WISLE . LIGHTWIDTH UGHTWIDTH �1 VWX. F•SNEETB -+-D, SHEEr7� WSHEET9 i � E,SHEETLI a O G,SHEi-9 E.G i I 9S L 93-114" VISIBLE LIGHT HEIGHT WR EQUAGLEG FRAME ELEVATION SMAX .O.C- 93al.Y VISTBIE ' LIGHT . Fff7GHT 9S BUCK HOWIT --� W MAX.O.C. TYR FIN FRAME EL.81iATLON FIGURE l.- irO.C. SHAPESASSHOWNBELOW ORSIMILAR,MAYBEWMI10YIN.SCR®BQGTHESHAI't:AlABLOCK MAX AND OBTAWINGDESIGN PRESSURES FORTKAT BLOCK SMEFROMMIETABLESON SHEE$23. 1 ANCHORSPACING TO BE el MAX. FROM CORNERSAND 1rO.Q MWL. 60RALLCURVED FRAME M6ITBERS, $EETIGUREi.Ti0S51�is'. WIDTH—Zii� t— vwTH ; 1- woTH.-.-its relate! •'�{� x l I� I rtt I I fl11 I I CRtTEFL9X NOA: ANSUAFSPA Nos MR WOOD CO.'T`'TRLLCLION t f.-----WIDTH ---I I'•- WOTH--I F'- — — r -1 AND ALUMINI)tA DtStGpL MAptunt TABLE Y - -, `r 10)TWMMA SERIES WAS FORMEiLYCALLLDTHE72 WISERIM CODES ISTANDARDS USED. • 2= FLORIDA BUILDING ODDS (FBC),7TH EDtiION • 2017 FLORIDA BUILDING CODE RQ, 6TF. EDTITON • ASTM E1300•D3 . ANsVAFgYA NDs4018 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. ADM WIS AM S100-16 . AISC IR-miS GENERAL NOTES._._-...--.- 1 ELEVATIONS..-_.---_._-..-_- t GLAmNG OETAOS.—.-_--.- 2S DESIGN PRESS. SURFS..----. 2S INSTALLATION. FLANGI_-. - 6 1STALLATION, EouAL LTbG.......7 INSTALLATION. INT. FIN A......--8 INSTALLATION. INT. FIN 8_..r..9 C.ORNERA5SE417BLY-.......-....-10 EXTRUSION PROFILES--.....-10 PARTS LIST.,----...••..-.v-10 �r I I i >� i 1�_L J i--- — —� f T� Al is THIS SYSTEM HAS BEEN TESTEDTD MEET7HEd00 FT L13 'SG= `KVRARAY SFJdT'RYGLASmUV')ERLAYER' BY p,)RAFAYA'U[3ZICA INC. i x I Y I I KINEI7CENERGYIMPACI'LOADINGREQIriREMENT30F "P%W-'KURARAVTROSIFOI PVSINTERLAYSrBYKURARAYAMERKAIN 1 i ANSI Z97.1 WHEN USING GLASS TYPW60R S. 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ROUND UPTO THE NeCTAVALLABLSHORT OR LUNG CIME7 SCM. 3) FORARCHITECTURAL ViMOM, RND THES-VALLEST WINDOW StZEINTNETASLEA6OVE VMMf THE OVERALL DIMENS10M COMPLETwYFffwrmW. 7A9' LAkUtM7W GLASS STACK ' 093C G 3NANNFA[ED GIA.S GLASS TYPE 1 pVs MTFRLAYER 5^ NEAT STRENGTHENED GLASS LONG$= GASSSITE SHORT SIDE M- LoNGstm ---j - - SMORT !✓ SIDE F TABLE DIMENSIONS MAY BE ORIENTED' V ERTICALLY OR HORIZONTALLYASSHOWN 1-11161NOM. 7116" LANMTED GLASSSrACK l _...1 L.__ GtASSSTACK �f I =58 NEAT STRENGTHENED GLASS I1-.n4PEM MASS 3H6'ANNEALED GLASS 7/1SAlRSPACE po SF+ORT •Q94. fNTF.RLAYER SIDE 11 t GJ8' oil GLASS BITE LONG F�[1ERIOR >~ 21 S3 GLASS TYPE 3 •-�i {{ sHORr sLDE PRODUCT REVISED r cwnAttyyii��tgg wlt)I the Frou]dd BuUdirtig Coefa} E) NO CHA 4GEs THIS SHEET. dR-03nVM. e ��tntlrr:/1 - 4( III i�iC``1 ••-<On....I- �r 111,1115t'� A LYNN r41LLER. P.E P.EG587035 4 4 rE�1R��'S����'=r71�70�7�'11����i'�7/1�'�'•',�IC�•T7 ©s���s■s,��r��m���■c��r����rrr�rn��■r� o�.*��s�a�■�e,����rwr����s��r�■r��e■�na��■iir��r�, 1)TIRTO-uF 01nENwomSliOVULrun Ifa1F�w�.rin.Y`.V LVVnL tLu m1•uu.xq.aucs..v.......w...r,�a.r-..,-..r......_._._.-,_.._____.__,.__.___. _ .. ____ _.__._ E) FORSIZES NOTSHOWM ROUND UPTO THE NW-AVARABLE SHORTORLO)t'Ci OMB ZIOM 3)FORARCHITEGTORALWINDOWS. FINDTHESMALLESTWINDOW SHIN THE TABIFABOVFVUMCH7HEOVER4LLDI eZONSCOMPLIZ71YFMWnm N. VIV LAMMTED GLASSSTACK 3nV, HEAT sTRENGTHENEO GLASS EgQm R a 1.1MS'NOM. GLASSSTACK 7M6'LAML�L4Tf]) ' �-- GLASS STACK 3M8"HEATTSIPENGiliB .ow PV8WEiLAVER 3ng'TEdPEREDGLASS 3M6"LENT GLA 3f76' HEAT SSRENG'TflBIIED GLA55 SfRENGTkEItIEPCLASS TMS'AIRSPACE .09W PVS WERLAYER 1 ,1 1 sm 5 5w GLASS SITE _ GLASS WE GLASS TYPE 2 E(TMOR GLASS TYPE b TABLE DIMONS10NS MAY BE 4 ORIENTED VERTICALLYOR Ij HORIZONTALLY AS 90M LONG SIDE T� I•+- LONG SIDE SHORT SIDEsw- f -- LONGSIDE —•�••, .j sHGar SIDE f = y LONG SIDE SHORT SME PRODUCT REMEP as wmDbM9 with the Ftaeida Bolldtay Cello _ _ _ M 1•s�.rR�a�r+ �GESTHISSHEET. m w j �y O� N• 0 0 •a N O W -s . o Z n -o� 'o L HZ. 03 7 Q bN C. w -. O z O N O . gaf N J ¢ m F WeUS ' W Y � Ito>u Z 2 N r X Lu •r:.r ro. ss:Os �rrrt:f Ll1�1 `� ALYNti 611U,6R,P.£ V.Q. c 4. W,adawDas3go Ptossma (+t-, psi) for Gbms Typo 5 see C1I I ra 77 aWd al 401 146872 +D9 1t0.13 37 W-12D -90r- S -W-7 5 +ad-1.15.7 tRMI TU '9Jf• -1,85 is-ttas +90+411 -+ -ms Mlal+tafl.9 +�F-lD7.s +9@-'ID13 iB34104s 29 .11 190'-12D J414.5 ti 'famals Hd-Wi.S a 017 +M-%A5 .90•.97.7 i9d• , 49d M8 + .1 41 +BC(720.1 +5W.7M1aS <9G-W2 .90F +�F1G1 d90btaas Mft .90f•90.8 +DOM -IMA •N•W 414S6 43 +90MI" +W-107.5 .9DL1025 .90d UwJ .w- . +90i-952' WZ9.1 W.ms !F9a K4t.1 tF804 W-m1 4A 45 +9W108.7 +Od-16LS 1�t-998 +Dd.9:1 463t.U9 •rSUf91 -f8rz +td4 .F81.T +/-787 W- A N-81 N-7s9 47 49 +90F104A .9d•101.1 -M61M8 +W w •9W4W +9A49'r6 -MIM9 +9dAA9 +aW4L6 WSL6 V-87S .r-84.3 +RB3.6 Kd72 KA7 K-)8t9 •f-'8.9 V- � .f- 7 -mms 1.76 +F71.7 -V-7Z7 K -1.72 -W-699 4 p 51 +90F981 +9a4941 .00h9Ai .f-SH.2 -1-857 72_1 +F76 3 K-738 40 f. +FBB.e• 114" "fW9 9 w .i9d-E93 .90KI.1 -FV.a dAS6 KAA.3 I VSJ W..T +4741 K-712 M7 N.Ba•S W.U. Kdd2 W8,9 .814 I 81 .47A9 H77.9 1 44=1 +145.4 W .9 W-W.a 9 +FaAB H45.3 +r.&T.0 W-0AB +F70 +f-7d2 eF73 W4i,9.9 a /Aa0 I +fA4/ Kd1.9 I• Al w 59 61 th97.1 +ha4:8 +Jd28 W41A9 M.1aJ +FT78 we7E4 W762 H• H•74@ .1-74 +f-71.7 K-7L2 N£B .AUle +1669 W.648 W826 N•622 W10.8 K4,"D.3 Q d.826 W.7Aa .F74$ N.7a2 M71.4 K41�i .4 tfa55 B +hW.9 85 XM7 H .7 W �.8 N-:^...4 +FTOc +1A7.3 <f•G44 K-02 6T .f +!•753 +W1.7 .F702 +/SA4 W-e&2 •.W-4 ee.7fe : K .A W-7S8 W-70 +t-086 'V-885 H.S13 K.dtl 73 Kaae 70 M• a-5 .8 K.829 +1.80.5 77 &M H68.6 WSLB 7&314 .I s WSL .f-G.9 H-6D.9 TA8f 70.DETERMWEiHEWIW*WSDE 2)•FORSLZESNOTSHoWN.Room e-roTHENEXI"AVAILABLESHORTORIANGMJEN ION- 3) FORAfUgMECMr,AL VMDOWS. FINDTHE SMALI.I~aT WINDOW SIZE IN THETAM.SABOV-.VMCH TJHEOVER4IL DMU=NMONS OOMPL.E XFITW IM - - Wbd*WDOSZSU Pressmc (+I-. pa) for Glaos Type 7 Sasmv 8b7/8 73 77 783/4 81 I 85 6.9 I93 9r ' 101 105 1w -mc4a m 122LI- .tar -tea .9a;n3a +ad-t +aw15D 1 •Baf-= -D0.= .ad-t30 +xwroD .sou�nD +W130 .9dtar .9o-taD w *9d-730' .9w Tw raa1.7W +90' IW H ,- •90f-178 4Y•t7A I 4W-709 4SS-t36 .aOF>90 .XMM -50120--- 9aJ. 30 3s +W-t3D +0d.130 .90!-taD +SW.130 +901-iw -sw-1 D •wf t3a 1 19d- 3a .=Asa +W.I= +906170 w➢e'lan -738 37 +90'-t90 +W 130 rgd-t30 +XL 130 +W-t30 ✓ / 73D .9gr-t$3 +9C-Si8 •1226 +90f ffit .601-11&1 tWMI6:1 +90F•t161 yg .pda30 .90Ftw tWpi2ka .0d-72.S .918RS4 'lQM. LS ♦90�tt8.1 a90Ftt49 t9d-1125 104 .9d-7086 108.a .90F10B 41 .W-Iw .90f•178.3 .80'-t212 +9CF116.9 .90F•118.s •WF11A8 +80'-1t05 Md.7P.2 .9d-7w.9 +961013 .aWS9d +94�fN7 •97./ 43 +9d t2i3 -W.121.5 .90�115.a GY7-ms . -11tA .�1=707.s aw-lws +9fN-97 .aP6413 +adm' + +9d-em$ 45 •]$79 +90M 98 ♦MI Jjt8 +9d•109.7 +9WIOZZ +90FiP28' --9=4W +5W.96 •80F9L3 .Waal WAsro +90'•�.e .80Fa94 ar .90N718 +IDF7127 1081 190R46.1 .90F 5 +!Y^.'-SB.B +fA 9Ar3 4su4n.5 ;743zi h m7 .W6&La .80.-021 +Wf-81.3 .m-tDAD +9dnoaa +8yt 9 +eDr-toir +aC-8fi890:71r +9d-1w +9d s.a .9De�97.e N$4.3 W-ea7 V.H8.2 +Fe9.DWSL6 •e&.02 •ad-a'I4 .ra.9d-0b +drf9 +F79.4 •w159J +87- 7 +9dda1 -NQ -07 -aw-W7 +Bd.BSG +7.Tf.7 1 H•749 +/-723 A•1077.ad.10a9 MJ'7A+9d.104.5 .9d49.8 +9W-95S •Md•'A7 +2US1.9 •ib'a3 .Ld.9LLG .8d-ai .1-781 N•7& +f-7L: +/�9.8 W.89.1 .901.10i.5 •901.934 .9A/fi5 422,91 tF89.3 .Ed 1+Sd-92.4 +f-7 9♦BW P.9of-tia S +'iCf-9a5 •5fYA1.3 W-8i W$7 +FEBs +ECY.882 '.7:a•tg.8 ++80r +80f 91H8 . .803 W- 7 H_7d3 .t-703+Bd•85.d: I .8M44b Wld.$,2 -Wd a7 .aW 7 +F738 W-77.3 +1.7d.1 +F74 .f7Z8 .t-it W-70 +f89 +d-�9 .8Wdi5 srgf-SL2 *80F01 7 !•794 %177A H-7r.3 W-792 +h717 K-77-6 aF7aS fw 73 +80F8A2 M•79d M.TS1 +f-T2 Wdt -14&4 77 lava .'a. t +/.77A W-76.1 +R732 +r rt.a +x96.9 +sa9.s K-Gea 7j 11r-11r1u'unwcrv9nv+la �rw.•n..r..n�.vw.....................�.�......_....................._._.. ...-'-------'-----_. TABLE TO 0_c'1'ERMLNE me vvm0OWSM. '2) FOR SIZES NOT SHOWN. iROLIND UP TO THE NEXT AVAILABLE SHORT ORLONG DIME713ION. 3) POR ARCHITECTURAL WINDOWS, FiNO THE SMALIFST VVINDOW SIZE INTHETABLEABOVE WHICKTHE OVERALL DIMENSIONS COMPLEIAYFITV fiHIN. 7n6'LA?iM1ID GLASS STACK Imo' 3HCANNEALW GLASS .n7r'�i1•ri�7 f fig' GLASSBrfE F.-- LONGSIDE SHOFrr IS SyLR 7 GLASSTYPE 5 F+- LONG SIDE ---� SHORT - W u1! SIDEILL- in •.- �: CCl N a>� IY N TABLE DIMENSIONS MAY i M W ORIENTED VERTICAL).Y OR Z u HORIZONTALCYASSFiOWN. =fir Q Z �� 14/75'NOM. p W .+ 25 G¢aSSSIaOtC 7nTPD �/ p v OGLASSUACK IL rEMPEREDGLASS 1WANNFALED CLAM s{ 3f1fi ANNEAL£DG[aSS Q � 7nealRsvace wo- Sr. INrERLAYER - -4 SHORT l re I:W SIDE o SL tl a W N z O w z 5 O Jj0'' $/8' 4 Z y GWSSam y may' w LONG 1+2 ff Sim 01 n F" 3 X 1Se EXTERFOR EL d '• 21 73 90a: •OssO. ay. GLASSTYPE T Idj1- l'11l: trll �• + SHORTJti y Zr its f/:: 1IIn+ti` A LYNN MLLE&Plc PRODUCT REVISED as complying with the F"da 13016dl0g Cade 1 � r T Window Destgn Pressure (+A, psO for Glans Types 0 & 8 SSde.T L0T M) 5B-JJ0.-1 73 77 1 7"4 81 95. 89. 93 47 101 1 105 203 115-12 113 117 221 . 125 1 129 137 145 31 +90f-130 +90f-130 I -9af-130 +9W-130 -OW-130 +90t-130 1 +SW430 +90/-130 +9Y130 +9W-130 +9V'-130 +S0/•130 +99.130 +9w 73Q +9015130 -=-130 +9MF730 +90FU'0 +501-130 +9W-09D +90.130 +SW-130 • '-W-130 +•SW-130 +XL-S?0 ' +60N7S0 +SOf-130 +90f-t30 +9W.130 +9IX•730 .<Qf-130 -+9ti' •130 -W0 I= +9D7-13M 4M-130 +W.130 +50(-73D +SW.IM +301-130 +S .IW 3b 37 +9W-130 +9N-13Q +SOP130 +901-130 •.W-IW +9Q1-130 +90F130 +9W-13D -M-130 .+907-130 +W-120 +SW:130 +3W- 30 +W.13D +W_130 +M1S0 +94 130 +--wzo +50W30 .+9W-130 -9W-IM s9N-130 +901-13D +9W-13Q +90-130 +40F13Q +9W 130. 130 +W.13D +50t-i30 +90'-130 +9W.130 +SW.130 +90!•T30 +9W-= +9W-130 +EOt170 tEWitO •110 +60h710 39 +9W13a +90f-130 +TA/.13a +90F73Y +9W-130 -130 +901-130 +9W.130 +W-130 +SDIA30. +90F730 +90JA30 +50MM +WP= aW-130 +SOMW -801-110 480MID +80-t10 +WF210 41 43 +SW130 +90t 730 +99f-130 +9W-i3Q +SIX-130 +90J130 +SOF130 +90F730 +SD1-130 +00/-130 +SOF130 +9W13D +901-130 +9W190 +901-1'30 +9W-130 130 +9W730 +9W-130 4SW120 +9W130 +9W-= i.+9W-130 +901-130 +9u 130• +:AF1TA +90t-130 +80410 +80L110 +=-Ti0 4ew-110 +8W-710 +30J.Ila Z110 +8)/-110 +SOb•1f0 +Wf-llo +BWtttl +BQh110 +8W710 4b +SW +SO!-t30 +SSa•130 +9M-13D . +9W730 +W-130 +9Wt +9W130 A30 •SW730 +9W 130 +80-710 +8W710 +W-110 +3W110 +So-110 +SOI-170 +BW710 +8W-110 47 '+9W13a +90F.130 +gpl130 +90t73D' +H01-13D +SOf130 +90-130 +^�F-t30 t90f•130 '+90�730 +8Q1-t1D' +801.1M +,M,14 0 +8W710 i8Q6•t1Q +9a-110 +8W-710 •80Ft10 II 42 +90t130 : 9W--130 +90b13p +9QF130 ' ZU-130 +9W130 +90t13Q +901--130 +Pot 130 +PoJ 110 +W--110 +8W 11D +SOf-710• +80l--110 +8W11G t801--110 +8W-110 e q •51 +' 53 +9W13G +9W130 +8t1f•130 +SO/-130 +901-130+90-.13D +-130 +901-130 •+9W130 +90%130 +90E-73Q +PoI-130' +9N-13Q 9ti26. 89.4t128 +8l'F1I0 +S4120 +601.110 `*EW710. +801-150 +9Otit0 +8W110 + -710 +80F710 +E0f-110 +HOt110 +80F110 +SW710 +901-110 +BW=t16 a5.110 65 +ML130 +92-130 +501430 +SW-130, 49W-136. S2M 4W-110 +80t110 +0W710 + 920 +8Wt10 +94F1t0 +MLI S0 +B0/-T70 to57 r9W-730 +9W-t36 +90F130 +9aF13Q •.89W M. +8W770- +BW-110 +W4110 +SOf-110 +8W110 +301-110 +80t110 0 85 +9W-130- +90E-130 729 +8WN0 . �+807-11D' +BW190 +9M-110 +80f-110 +SW 110 +BQF•110 is 67 130 +W.130 .&-129 +BW1i0 =110 +®OA1t0 +90J-SSO +8M-7S0 +801-110 +801•l0. _ 63 +•90t130 +OW 130 +801-410 •+EM-12D +8p/-110 +80ht10 +3W710 +MLIID +80ti110 E5 -49130 +9G=130 •+80f•110 +8W77G •+801-11a *SW.170 +8W-110 +8N-S10 67 +96.130 +801.11D i +BW-710 +8W-110 •+8WIf0 •i�i-110 +BW19D 6B•716 +-Po/-130 - W-110 +SW7t0 +B07-120 +8IX•!iQ +0W-sia +BWf10 . . 73 +807--110 +8pt110 +80/110 +SW -yip +BpW-110 +8Q-110' 77 +80NY10 +DD1-110 +801-Tt0 I +80-110. 78314 --8M--110 I +SW-11Q I +9W110 I. +•SW-110• - 7)IJY-1fYalM YifilCryiNVir. AI'fUYYN. ruKINICIWY.a•.I+NVV LVUPa.l�lrrlirwrrJ. JVv..vx,t . rnvo.,nc..,-.w..ruu.au...-...-.. ..... ..-.�.�..�..-.....w .. .. 2)FORSME4NOTSHOWN.FOUND UP TOTME MDTAVA¢AELESHORTOR LONG ONMNSfOtt 3)FORARGHfTECTURALWWDOMFMTHESMALLESTWMIOWSMINTHETABLEASOVEVN•OOH7HEOVFRAU..DUEMONSCOMPI£[H.YATWffm . TABLE DIMENSIONS MAY BE ORiENTm vERTIOAII.Y OR 7-11tS' NOM. HORIZONTALLY AS SHOVK 7h6-LAAOhLATED GLASS 5TACdC 7/le LAMB ATM LONG GLASSSTACK T' —~� GUl5SWAM SIDE S, G�� 3MV'HEATSTRENGTHWWGLASS31ILONG SIOE 31WHEAT 8-HEATSTRENGTNIIiID GLASS 3116'HE'AT STREl'7G77+ENE6 GLASSEM GLASS 7116'A1F SPADE .090'SG DdiIIiLAYEF SHORT SIDE SHORT EX78RIOR a GLAW TYPE 8 sw GLASS BETE EXTERIOR G4 5w GLASS SITE GLAS5lYPE 8 —I-+-•-- i SHORT y SIDE 9 I LONG SIDE SHORT F� SIDO PRODUCT REMIED as wtth the Flor70a Butklh�g Ced9e _ _ P '• F �i tiS �.:20F....: .,� S�GI`f�t =S�sv�. 1J�17Lj1` ALYNNt%1j RP.E. P£Y.58705 KWO00BUCKSTRIP EDGE OR FRAMING. SEE DISTANCE NO7E2. THIS SHEEP INSTALLATION TYPE A WIN" EXTERIOR SUCK HEtGHT -1�3' 71P T0.71P' WINDOW HE(GKF VISIBLE LIGHT HEGHr= WINDOW BUCK HEIGHT- 2.3W ABEDMENTAND EDGE INSTALLATION STANCE PER SUBSTRATE. TYPE C EETABLE8.7HISSHEEr EMSEIWENT 1X 4:OOD 1AV Mwx .+cE NOTE z SVIBEDNENT . , f SHt0.+! 7YP. ANCHOR TYPE, SNBEnhEtNNTAND `I -.+-� EDGE DWANCEPERSU5STRAiE ED4E 6 'SEE7ABLE6.THISSHEET DISTANCE'.. • , ' •r IfIrMAX 'l Sm \ / FORALL INSTALLATION EMr`�MENr s� s .' _ EDGE DISTANCE A f CONCREIFJCENtI —� 1� PE2ANCHOR DOWS'UCKWID H-2- 5 REOt1 ReAENT VdINDOW SUCK W70TH-23l4" . WQNpOWBUCKN0D7K Tp-TO-TIPWINDOW WIDTH INSTALLA ION HORIZONTAL. SECTION A A "METHODS 1w MAX. SHIM EA EMP SIF8SELF-DRILUW (G�. SEE TABLE S.THESSHEET LNWMt4JADEAPPROVED iAUWON{SEE _ SEPERATEgLS1MENlLM, STFFLIa?AMtNG ORSTEE LSTUD-SEESUBSfRATE -PROPER7'mS, TAm.E $.THtSStiES-T �(- IWMAXSHIM q 1XVMODBUICKPRIP. L SEE NOTE —TWSSHEET } CONCRETEPER EMBEDMENT _ . _ - ANCHOR REOUMSMENT INSTALLATION 0EDGE TYP_ANCHORTYPE. EIE02WVM.T TYPE s AND EWE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEST VERTLCAL SECTION e-B MWALLATION NOTES �:T • Ir: �.ndall A=hor - Su=aw ua. Fm6camms 5 E120,914410SSSeMw x+rnam an ) 1 , 1T AhMfl�.� MA' tr A35 zw AGED" is SIad SW%LGr.33u t •'GW 03g1+1/a' - 72• MorcI4 SW rmwtGS) m so.m Phre (SG�OS51 ELn6' tr APmdtcml. 6077• 0v 01a' A93-1 1r A30 StNJ yS .. 0.t19'• IT StN Gt 33 mht - 3W Noss acu 12• 1IM1`410SS00dFk,c Urafcvw'aaC o LM C40) &ur C%=ft #rkL 3.35 m f vwq 12• • 1WS JU1.=m Ca+aOtc mm zas hs 11 t•er4• 1r CGrf7EIa GmO.265 ita 2•t7 teid' tr Lusaa+uao4u.u�sn4 z-1rr , vs• 1z WSLWUlaacm• Caname (mri37cA 13)iG 1:3fd' 1r C14U G80 t•trz aVc 1r smrstortl Co=manh".3 sq t.V4` l,'tls' tr G W.0 CW. CAD) 2'-T? tald 9Y (l1GGiWJ aCra/IYv .r.c,wc..r.ww.m� 'UNGROUTEO CMU' VALUES MAYBE USED FOR GROUTED CMUAPPLICAYIONS ALL HEAD TYPES APPLIQnLE 1. USEONLYANCHORS LISTED ON YHISSHEET. r•OLLOW EMBEDMENTAND EDGE DISTANCE UMLTS. 2. WOOD BUCKS DEPECIID ON THIS SHEETAS'1k'.AREBUCKS WHOSEYOTAL THICKNESS IS LESS THAN 7-02'.1X WOOD MICKSAREOPTIONAL IF UNLTCAN •AL BE 1NSiLEDDIREMYTOSOUDCOKCRETE WOOD-BUMMDEPICYEDAS '?)CARE 1-1ErTHICK OR GRFATUL iNSTALIAMONTOTHESUSSYPATE OF WOOD BUCKS TO BE ENGINEERED STOTHERS ORASAPPROVED BY AU7HOPJ7 Y HAVING:EURISDICYLON. 3. FOR ATTACHME3NrTO MErAL_ THE SiRUCTURALNISABERSHALL BE OFA SEETO PROVIDE FULLSUPPORT70 THE WINDOW i•RAIve 4.IFAPPLICABLE. LOWER DESIGN PRESSURE FROM EITKE7tWINDOWOR MULLION NOA APPLIES TO WHOLE M3terml Arlie. Fy I1n• A. Steelsaew 92 Rsi 120 ksE' 410SCFSW 90 ttsi 11D tG, am U1traCors 155 Ksi 177 ksl 1/4` DeWalt Uftocon+0 410 SS ftorDM-3tt CtFS Ott6 14S W 127.4 kSl 166 ksl iM7 kel W&- ANmtnum 1Sksi 221Lsr A36 SWd 36 ksi 9—km Gr. 33 SWe1 Sad 33ksl 45M PRODUCT REVISED as eomalvtas, wkh the Florida Bullang_ Cade _ Is1T BLF-M �°AT L I W - � 1 ua 'ic0 C7 cQ o N O -1 c tu ? s $ ti Q =UFm w a rZ cSao oW.. 0 .��- z m !— C O � O m A � Z �TMk to J 6 j= Simi W G N } W � LLu K Z ti ��ri.•t3�-Ngt' �F �• _ :.�. SEi05 � ��ri ��f+tht �S ��• A LYNN 6flU.S'.P.E t � r 2X WOOD SUCXSTRIP EDGE OR FRAMING. SEE DtSTFNC.;. NOTE2, THISSf1EET INSTALLATION TYPE E pRERIl1R 4 vtwmlDw BUCK HEIGHT VISOL.- LIGHT HEIGHT. WRO W BUCK HEIGHT - 24M TVP-ANCHORTYPE SMSS MENrAND EDGE DISTANCE PER SUBSNRAI SEETABLE 9, THIS SKEET EM86D61ENT � d - T [_Ita• MAX oSHIM RALL nIRAL � 17-tJe• . I EDGE DISTANCE INSTALLATION DEEM ►---^i-- EMBEDMENT _..I Its MAX . SHIM SEENOTE2. TYP. ANCHOR 1YPE EMBEDf+dWAN6 FD fu'E DISTANCE PER SUBSTRAT2. SEE TABLES.TWSSNEEf INSTALLATION TYPE F III ssHP�T jt woe DISTANCE . I .r 2 _ ENTTHiIOR • • • 1/LSIBL.E LIGM'VUmTH v 5 CONCRETEA;MU WINDOW B=16MDTH -2314 PER ArCHOR ' i!NQIIJOW E3UCK1EY0)Tif: REQUIREIAENr f� HORIZONTAL SECTION C-C INSTALLATION TYPE H We" MAX SHIM 9 1 1W., QSfl.FDRIWNG a(G5j,SEETABI.EM SHEET MAM1,1 DEAPPROVEDMULLION(SEE SEPERATE NOA), ALU4' 1WM, SiEEL FRAMING oRSI>=EtsruD. sEEsueslrwT� PROPERIIES,TABLE 9,THTS SHEET CONCRETEICMU .. PERANCHOR REOUWXRMNT Anew sanatrm'0 viz MA EmSamnant a O.0 4126r314410 SS Sac+y warm Pum (SGN 6 1z nftA3Aft. !ffLaslooN •x aosr• 05T iz as nose a Med Ssvi Gr. sz als .o.00 (18 iz 312 arSla StadSMw{G7 smitlmnP4mLSG�0.55) 9fts 11S tr Wrt46063-TSmI•L 3'8• aa53`• 1i slew W ao5s 1r SI Z=GGr. 33 mT. r� a.DGS B6a1• 13• 1fN'4te SSCalo!•Tcc —OWOU. 'M CMU.(ASIM C.90) 2-1? /•7:4• iT COn1m cmh 325 L-4 1• t3K' 1z V4•Sta1 L%mrmi Co,=m MIL 1• IW4• tz Lbm.N:a (mm. 2S5 � bt? 13la 12• CmW rA516r 6901 2-1? 1.11c 1z W Sad UM=.- eutCetO LmM.3 iJH6• ta+a. 1z • Un l CAeI t- i-VT 12' 5fr5sxol UlmOai CatscrC81U. xo(Iatt asE¢0 1-V iz Gmwaaralu (As1ea csoN aZ- I-3raalr • Iiz •UNGROIJi2D CNR)' VALUES MAYBE USEDFORGROJTEO CMLtpPPL.ICA17CN5. ALL HEAD TYPPSAPPLICAME- 8 le MAX SHW INSTALLATION NOTES- IX WOOD SUCKSTRIP. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW E MEMMEENTANND I SEENOTEz THFSsHEET EDCEDISTANCELJMNT3. T"'..• -_.:: •- 2. WOOD EUCKSDEPICTED ONTHISSHEETAS'WAREBUCKSWHOSETOTAL t .:••. •' Y c _ CONCRETE PER THICIWESS IS LESSTHAN 14T 1X WOOD BUCKS ARE OPTIONAL IFUNR CAN FMBcAMc�. 7T •.'� ' •. ' •. . • ANCHOR BE ffMALLED DiRECTL.Y TO SOUO CONCEtM=- V=D BUCKS DEPICMAS 1 REQUIREMFM WARFI-IWTHICKORGRIEAIWL NSTALLAIMNTOTHESUBSTRA7E0r- i .,• a VMOD BUCKS TO SE E NGINEERED BY OTHcRS ORASAPPROVED BY ' ' • I • ,� AUTHORRYHAVINGJURISOTCTION. _• INSTALLATION EWE TYP. ANCHORTYPE, EMBEDMENT 3.FORATZACFIN'ENTTOMETAL:TNESfRUCTURALMEMSMSHALLSEOFASSE TYPEF DISTANCE AND EDGE DISTANCE PER TO PROVIDE PULL SUPPORT TOTHEWINDOW FRAME. SUBSTRATE, SEE TABLE & IM SHEB:T VERTICAL SECTION D-D E. R EERo�NEm,ERwaNDowo>: PPLJES VMOLESY67M MULION NOAAFPLNESTOVNNOLESYSTEM. mULL1ONN0A Material Mitt Fy M13% a S[eei Screw 92 k5i 122.0lf51 410 Screw 90 ks) 110 ks) Oco Umccns ISS w 17I ksi iW DeMt WMCom9 410 SS EcolOBNaR ClatGR O -' 14669N 1VA W 1640 189.7 )avf AWMNroa:N 18 Nsl 22 ksl SIer l t�1311 36W 58ksi teil SkrJ - - — - PRODUCT REVISED as COI *MnS wm 1ho Florida Buwrg co0e Hy: E) REVISED ANCHORTYPE •. TABLE, UPDATED NATEMAL PROP. TABLE JTt-03JT1120 __ •�N.C.53aQ:, �_ i ci � -• �.9 .� A LYNN %XUER, P.E PzAss 05 I , 1 --•-1 sa8>;Dle��sr SEE TABLE 10. THIS SHEET INSTALLATION TYPE EKTELiIOR a WINDOW BUCK HEIGHT' VISIBLE LIGHT HEIGHT= WRLDOW BUCK HlitGHT- zarr. USED FORALL SIDESOF ARCHrIEOTURAL SHAPES 01, 71V FIN FRAMES ARE ONLYTO MUSED 2XWOODBUCXSTRIP INSTALLATION WITHGLASSTYPESIi &(PVB INSTALLATION ORFRAMING,SEE TYPE) mTERMT LAYEM• MOTTO BE USEDH TYPE NOTE 2. THIS SHlI E7 GLASST YPES 5.8. (3G iNTEALAYM. EDGE A 1AT•MAX EDGE DISTANCEEDGEDISTANCE 2X WOOD BUCKBIRIP 2XW000Hl1CKSIIiP ORFRAMING,SEE ORFRAMANGSEE NOTE2,THISSHEETNOTE2 THISSHEET TYP.ANCHORTYPE,ENWOWNTA O1/4' MAX EDGE DISTANCE PERSUBSLRAIP.L i —f�i . SEETASLE,O,TIWSHEEr i_ ¢ VISIBLE UGHTInM1ULL,� - __•______---I 5 INSTALLATION .. _ WINOOWBttgCWtOTH-23f4' TYPE L WLUDOW BUCKYNDTH EXTERIOR J F .ur, �] —sHma HORIZONTAL SECTION E-E .. — —f STEELSELFORILLING SMS(GS).SEE TABLE 10. THUS SHEET MIAMW)ADEAPPROVED MWILON CWE SSX.PATE MCA). ALUMINUM, STEEL FRAMING OR"FALSTUD.SEESUBSIRATE PROPOMS. TABLE 10,THIS SHEET 2X WOOD BUCKSTW OR FRAMNG.SGE NOTE2. THIS SHEET 114' A CSM INSTALLATION ! TYPE J EDGE DI5rANCE WEN t iYP. HCiW ORTYP•e.�mMEHn' +•- HYtBEDME3(T AND EDGE Dt$rANCEPER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F F Anchor Substrate Min. Edge D•Ftence MaDG O.C. spaeitg 2AfC'x.,1yd6i outhem me(SG--0. ) 1g; 5 Z 112' x .131• cDmmon MR ' Scuumn FM 2412" x.14S Rqqklg Na Southem Pine PGFO. 3w S' 1gi0x,"Steel Sc�exr _ . Sovthem Pine (SG--O SSj yr S' 0,093" Alumh n.6063•T3 ttdn. 5h6 5" .1/16 A3t3 Sleet ill- ",, 5" 0: 086a) Steel Stud, 6r 33 5' INSTALLATION NOTES..` 1. USE ONLYANCHORS GS i ED ON THIS SHEET: FOLLOW EMMOMENTAND IDLE DISTANCE LZMZ 2. FOR ATTACH MENTTO METAL• THE ZMCTUfrAL MEMBER_SHALL BE OF A SZETO PROVIDE FULL SUPPORTTO TILE VMMOW FRAME. o. LFAPPLVeLE, LOWERDESIGN PRESSURE FROM EKHER VONDOW OP. MULLION NOAAPPLIES TO WHOLE SYS!ML PRODUCT REMED 8 B th tho Florida MLam o Pmd.�•ee}met Er�Eo.MExr E) NO CHANGES THIS SHEEP 3R-O31,7120 4 LU r It, L ti Z�cao 3 wv .� VUta I—IZ: co 'ago CD p z n s J � co o O Z r n z z Maleal lAn. F, rA.F. SteelSorew 92Lad 120Lod .8U3.T5Aludnm 16Id 221!M ASS Sted 36 m 58 ksi Gr.>3s�1 Shod 33 isi as tsi •,}CJ+gam: ••;n�� i fin''.^`tCl•_5P� .••- \�� A LYNN AELLERP•E � P.E�58ro5 1 � R EDGE DISTANCE 2X WOOD BUCKSTPJP OR FRAMIN42.61M NOTE2. THISSHEET INSTALL4TION TYPE M EXTERIOR a wuwDw auGK ME(GHr NSt3LE LIGHT WINDOW BUCK HBtGHT- 2oi INSTALLATION TYPE N EM9EDMBSf 1. USE ONLYANCHORS LISTED ON THLS SHEET. FOLL(AV OUMMENTAND EDGE OWANCE)J14f)S. • �• 2. WOW BUCKS DEPICTEAONTHISSt(EETAS°1X'.AREWMWHOSETOTAL THICWIESSISLCSSiHAN CONCREIEICMU ' PERANCtM EDGE REQUIREMENT DISTANCE VERTICAL SECTION H-H q IFAPPLICASLE LOWER DESIGN PRESSURE FROM OVER WINDOWORMUUJON NOAAPPLMS TO WHOLESYSTM 1-ill. 1X WOOD BUCKS ARE OPTIONAL IF UNfiGlW BE INSTALLED OeTELTLYTO SOU4fbNCRETE WOOD BUCKS DEPICTER AS"7JC ARE 1-12' 7TtICKOR GREATER IN5IALJATIONTO THE SU&4RRATEOF WOOD BUCKS TO BE £TIGn4E£RED BYOTHERS ORASAPPRO`JED i3YA1)THf)R1TY FIAVING JUR�D1C710N. 3. FOR ATTACHMENTTO METAL• 7NE STRl1CTURAI MHN6ER Si1Ai! BE OPA S�70 PROVA)E FULL SUPPORTTO THE WINDOW FRAME TYRANCHORTYPE. EWEDMENTXWEOGE DISTANCE PER SUBSIRATE. SEE TABLE 11,THiSSHEET SIDES OF EDGE ARGmnrcTURAL OWANCE SHAPES tO11-7ir .0.0. MAX. - - T EXTERIOR :INSTALLATION TYPE O np . a _ • INSTALLATION TYPE M - EMBEDMENT �•+— 1ta•xAxsHIM 7X WOOD BUCK$TRIP ORFRAMWG.SEE NOTE2.THISSHEET FIN FIMIESARE ONLYTO BE USED WITH G1 ASSTYPES 1 4 TVs INTERLAYER).NOTTOBEUSSDWD)i INSTALLATION GLASS TYPES SB.(SGINIERI.AYEW. TYPE 1X WOOD BUCKSMP, SEE NOTE2.THISSHEET TYP.ANCHORTYPE.E 90MM4rANO BOW DISTANCE PER S UBSTRATE, SEE TABLE 1 I, THIS SHEET 1k" �+----- VISIWBUC- HTW03TH= � MAX. WINDOW BUCKINIDTH -23t4' MAX WMDOWBUCKWIDTH Ij HORIZONTAL SECil%JV4 G-G.. STEEL sE"FAIING •SMS (GS). SEE TABLE 11. THIS sHEEr MWM!-OADEAPPROVEO MULLION CSEE SEPERATENOA).ALUMWUK STEEL OR STEEL STUD SEE SUBSTRATE PROPERPFS,TA8LE11;RitSSHEET _ EMBEDMENT v DlSTANCE cDNc3a�JCMu PERANC)10R • REQUIREMENT EXTERIOR - -- Andw SubsNalO MIMEdp D� MhErnbedme9* Mao.C. S=Ifi9 d�12Wa14d10 SS Basler. Smnhem Pltm (SCa�.95) ES 13/6' 4.r A%MVn=.6 -_IbmkL 316 AfiB3"' 4 AWSt 3B' 0.06r• 49' S'eW Shd. Gr.. 33 V&L. aW AO4STt6 Ga)' 49" Of2w04Sted Scfe�+r(GS) swown Fire ro u--A 9n6• t— 49• M-*Wm. 6063.75 ttdn AW wr ar 0.1w- Oow• 4.9' 49' Steil Shd. Gr. 33 min 3f8' 0.0du ti Ga)' 4:J' 1%S410SSCmleFlac UfgmetW CMU. (ASTM C,9� &1/2° t-1f4• 9' Coiterete (nim.3.3S1ci) r tJ� 4' it 1/4"SttaLmmon Coetefete (m1n.285 1' 13pr 9• CAnpEta irnln. Z Oks0 2Qll 1-w 9' uraratffi76CMU. G90) z.1rr t7lr jr 1/s'Steellleree4n+ tbncMe fn3)60 .r S.41S 4.9• t1n ed CMU. SR.i r Y1w 4.tr 5t1h Steil lAtracOn OY�rtL 3S icsil 1-v4' t•314. 9• Cwcred CtW, iASlht 000) 2-02' 13fa• 91 r114. 61AX SHIM tX WOOD LW OF 3 TM:MADS BEYOND THE AC.TAL RATE SEE NOTE 2. THtS SHEET Z THIS Sfl 'UNGROUTED CW VALUES MAYBE USED FOR GROUTED CMUAPPLIrATIONS. INSTALLATION N07ES' ALLHEADTYPES APPUCAMF- Matefa Min. F, Mm. F„ Stoll Sane+- 92 ksi 12D kst 410 S=w 90 ksi i10 k5l orm UmaCaMa 155 ks) 177 W 1(4• DsWalt Uftmoott+o 146 ks) 164.I2i 41D SS EkolD�lt GeteRCM 1Yi.4 ksi 189.71W 6053-Ts Almafrmnt 16 ksi 22 ksl A36 Sleet 36 ksi 56 ksl Gr. 33 SteH 33IQt as kS+ PRODUCT REVISER 2:1—m g Cod with the FSoeda E) REVISED ANCHOR TYPE TABLE UPDATED MATERIAL a PROP. TABLE. A JR-MV20 M r >co 0 T O N �fw N a; Lu r O.J $ z .w n zLL p W mM U V d D D1 2 j oN crl_ w Z 0 r¢ o J m IQ' wvS 3C Z Z H O N z o f" z 0 t= Z Q o: X 2 n. u. a �1Y1 •r�0 raw5 r-71 %I.I L; a LYIfN MWER. P.E 10m PGTPQfn* Des=iplion Mawrial 1 42530. Ranged Frame Alum_ 6063-75 2 4285 EguaFieg Frane Alum.8063.75 3 4256 URegral Rm Frame Alan. 6063.75 4 4255 7/16' Lam1 Glass Beatrrng Alum. W63-15 5 4254 I.G. Glass Beading Alum. 6063-75 Ga 4270. Installation FasfenerCaver • Alum. 6053.TS 6b 4224 InstWistim Fastener C4MW Rigid PVC 8 4267 7116' LamL Glass Sead+ng_foTCunes Alum- W53-T5 9 4289 1 & Beading for Curves Alum. 6D83-T5 10 705WC Gasket (at SD- comex)oints) Pciyedrylene 11 TP24718 Vmyl Butt bVeafhetstrTp Flex PV0,.Drtra.65+1-1 12 613MK IFCGM Beaft Tape 13 Dow 791, M. M; 90 orGE7700 Backbedding Some 20 7169?Jt Setting Black, Mono 3l16" x 7/18' x 4" Neoprene, Duro. 85 +1-1 21 -11704AK Setting Block, I.G. 311E x 1302' x -V Neoprene, Deco. 85+11 29 76X114FP X 1--V r FH SMS ra ed Beading) Starless Stall SO 781PQX x 1" Quad PH SMS ossembIy) Starless Steel 75 KommerrmgK=uspace4SGTPS See this Sheet for Materials 75 Quanex SWerSpacer nXT 77 Quarlex Dxaseal Spacer 7S CardinW Al. Edge Sp 276V —.•llr— ;074• 87S a3e- Mir aw oFLANGE EMIT- Asa•-��1•`—• 1 .DTx J` o6z S.s7s• } Sao• 431P ---�-- OEWAL-LEG FR:,ME . .osa• --L .ma j �21, .a T.37S Sao• 436 1.127 1 077. - f oFIN PPME •—•-� .9Trr (•-- � �--- .3as- t.osr � a;o' (—' � (•--- .3a6' .tsTs ---jl••-.- .osc• "'"'ir'��. •ass- .a5a� ° —�^4Uu .o�UJ� �,;ti�U .oso• G- GLASS GGLASSMADWG OBEADNG GLASS FASTENER COVER ,(D� SSBEMWG �9 LSD � LxmL�s NW-M&T SIUCONE BUTYL STRUCTURAL POLYISO• 1f4'NOAL SHS• BUTYIIIVEVVITH STRUCTURAL DESICCANT Sa1CONE FOPaavv11 IXf GLASS DESIOCANr W. GLASS . a4T:Gutss TYT. ' )KODSPACE �15UPE� SPaOgt° ASG TPS Imo; JJNNXXfr SIN ANGLEOICURRVEro I FRAME ASSEMBLY 3a•CORNER 1 ' F{iAMEASSEMRLY r 10 r ALLCO2KN TLSTO j 1 USE GASKET AND/OR SEALANT 1 / / I / / EQUALSi FRAME EXTERIOR FLMSEFRAME EQUAL4AG FRAM hUTERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAMEV c�LOS �J FLANGEFRAME (SiOVOO OP. CORNER KEYS AT O SCREW LOSSES. SFALANTATAL L CORNERS ALLCORNERSTO USECASKET ANDIORSEALANT ALUMINUM POLYLSOBUTYLENE ;ICCWF.ILL REINFORCEMENT L /1GNOIL MTN034f. SILICONE B1rfL'C$ SEAL . oESICCA RO FOAM M STARLESS STE0. LL-AORMm EXT. GLASS OCT. GLASS GLASS GLASS Nr. GLASS QpUIRAWALF EDGET'" Q SPACER TB SPACER ASSEMBLY DETAILS FOR FIN FRAMES 97 CORNSR PRUDE ASS( MY NOU ANGLE=URVEO FRAME ASSEMBLY MITERED FPAMEVATi INTERIOR AND WEiIORFRAME WELDS (SMMM OR COWERKEYSAT SCREW BOSSES.SEA'ANTATALLCORNERS PRODUCT'REVISED as complying with the Radda W. Ej ADDED SACKBFDDNG. `e JR-0W11f7D o`,I:t:lrll" yea: ' ra�7ff • � f/IIl ISIttNJ X LYNN xkv.ER.P.E. t