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HomeMy WebLinkAboutProduct Approval E 03 JUNE PER;PAITTI I'\!G St. Lucie County, FL MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/ecouoM PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SS-3500"Aluminum Storefront System—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-3500-LM,titled"Storefront System Details-LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed aiid sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section 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 shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade"County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises-NOA#12-1005.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation.was reviewed by Manuel Perez,P.E. NOA No.15-0612.08 MIAMI•DADE COUNTY Expiration Date: January 17,2018 ����,��✓ Approval Date: July 30 2015 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 124005.01) 2. Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, 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 AAMA 1304-02,FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1)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 AAMA 1304-02,FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-7208, dated 01/04/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FSC-5` Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manu Prez,P.E. Product Contr xaminer NOA No.15-0612.08 Expiration Date: January 17,2018 Approval Date: July 302015 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(CIear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed,ASTM D39513 22 HRS 1851F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-516 Edition (2014), dated June 2,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D.Brinson,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1005.01,issued to PGT Industries for their Series"SS- 3500"Aluminum Storefront System-L.M.I."approved on 01/17/13 and expiring on 01/17/19. Man lel Per z, E. Product Control Ex iner NOA No.15-0612.08 Expiration Date: January 17,2018 Approval Date: July.30 2015 E-2 f GENERAL NOTES:SS-3500 IMPACT RATING IMPACT-RESISTANT STOREFRONT SYSTEM ALL SHAPES,ROUND OR ANGLED,ALLOWED SEETABLES 3&4,SHEETS 86.FOR__ RATEDFORLARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TOCOMAYWIM THE ANCHORAGE TO BEASHAI.F-ROUNOSHAPE. _ CLUSTERANCHORQUANTTIES MISSILE IMPACTRESISTANCE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY REINFORCEMENT,SEE HURRICANE ZONE(tIVHZ} EXI E%2 SEE TABLES]88, TABLE O,SHEETS SNMT 8 FOR CH 2)SHUTTERS ARE NOT REOVIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MID. IO PANELA ANIITY - ���IIN'"\///��/ -/ DVANTITY ea WIDTH _ 3 USE ONLY APPROVED FASTENERS PER TABLE I,SHEET2.MATERIALS USED FOR B,SHEET ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY I I I FORATTACHED UNITS(CMU)AN O CONCRETE NTHMIN.KSI PER ANCHORTYPE.SEETABLE I,SHEET _ — -I-1----- 000 SON. 2.FOR GROUT-FILLED CMU•ANCHORS WERE EVALUATEO WITH ONLYTHE CELL 'I II-�'4 I�SEE BE— RECEMNO THE ANCHOR FILLED. II II iIALLWOOD DUCKS LESS THAN I-12'THICKARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKSARE OPTIONAL FUNIT IS INSTALLED DIECTLYTO MIN 4-LENGTHMAX.O.C. 1 I SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE IAWTH;CK OR GREATER IXAND ANCHOR CHANNEL114-1R' a SHEET nr ____ 2X SUCKS(WHEN USED)SNALL BE DESIGNED TO PROPERLYTRANSFERLOAOSTO PARTBT,REO.AT II AN%. �' 4 1 THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ALL ANCHOR OLO / U.—______ THE ENGINEER OR ARCHITECT OF RECORD. LOCATIONSINiI 'I ________ II -------- C URWD _______CURVED HEADER. ____ 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALL DRESSING OR E j' ii MU�PLEHORIZONTAL II ENj STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIEDON TABLE I. II M)LLIONSALLOWED i SHEET2.IN9TALLATKIN ANCHORS SHOULD BE SEALED.AILFRAME JOINT& II MUST BE E II I CONTENTS STARI� II I SFAA4SFALED.OVERAIL SEALINGlFIASHING STRATEGY FOR WATERRESISTANCEOF MA%.a FROM T SHEET / u o I SHEET INSTALLATION SHALL BE OWE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 12a OF BEND CR ANGLE 3 / iI / 6 I I GENERAL NOTES...__..................1 INSTRUCTIONS. HEIGHT ELEVATIONS,._.........................1 8) INS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT - II u 'u i ANCHOR TYPES....................._....2 GLAZIFLUSH TO THE SUBSTRATE USE SHIMS CAPnBLEOF iRANSFERRINGAPPLIED LOADS. _r_ VERT.GDETAIS.........._............2 L_____ VERT.SECTIONS..........................3 WOO BUCKS. BE SUFFICIENTIYANCNOREDTO RESIST LOADS SEE 0.0,SPACING ii li I f-"'""" I IMPOSED ON THEM OY THL VANDOW. ONTABLESS&8, KI / II III I HORR SECTIONS..._...................4 B II II HEAOISILLANCHORDP...............5-0 SHEET] A B A II II V i JAMB ANCHOR SPACING.............7' 7)DESIGNPRESSURES: II SHEET .B I MID-PANEL ANCHOR OTY....._....8 A NEGATIVE DESIGN LOADS BASED 00 SEE SHEETS 2.5.TPRESSURE.FRAME L_ II / II n 4 B.POSITIVE DESIGN LOADS BASEDSTM NWAER EET3 x.8.688. B ii 6 I I MUWON DP._ROFILES............._1 &.POSITIVE FRAME ANALYSIS SItAND ON WATER TEST PRESSISE,SHEETS 2RALTE9. it 5I 0 u 1 I FXTRUSIONI TIDDRNLES.........._....10 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.SEE SHEETS b.8&8. / ii MAXX DLO B O II i O I PARTS LISTACARNER DETAILS_.10 SHEET 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE _ iI 4 I� ------- WIND ---- WINOLOADSCORRESPONDINGTOTHEREQUIREDDESIGNPRESSURETHE33.1n% f MA u 6 i . STRESSINCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 6AVUC LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. B 9)DISSIMILAR MATERIALS THAT COME INTO CONTACT.INCLUDING PRODUCT FRAMING,HEAD SI\18AR 3-]B-lAA1C I'� SEETABLE5384. -- ANCHORAGEANDOPENINGSUBSTRATES,SHALLSE COATED OR PROTECTED TO FOR 8- ''1 SEE TABLE ANCHR88,FOR PREVENT CORROSIVE REACTIONS AS REQUIRED BV THE FLCUDABUILDINO COVE. SHEET B FOR ANCHOR RECTANGULAR. ANCHOR QUANTITY 10)REFERENCES:TEST REPORTS FT1,4137&]FF2118;ELCO ULTRACON NOA;ELCO TRAPEZOIDAL QUANTITIES. CRETLEX NO/N ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND AOM ALUMINUM EYEBROWOR DESIGN MANUAL. SIMILAR CORNER ASSEMBLIES TYP.ELEVATION OF INSTRUCTIONS: STOREFRONT SYSTEM PRDDuci.iIh n i)DETERMINE THE EET OR ES REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD.THE PRODUCTS DESIGN m w�nplyi,gsvilH IAn Fl4Hde • PRESSURE MUST MEET OR EXCEED THIS VALUE. � Doildima C4S4 ncwmr o e/ o, 013 2)DETERMINE THE ANCHOR TYPE FROM TABLE I,SHEET 2. Nevised By Deln. Rcws LYNN 3)DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2,SHEETI. N.••••••,'1f�((Ayyiy^ MIG1111 do Psoducl GsnllN' 4)DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4.SHEETS B-B BASED ON YOUR IL'- Re.isee 9y: Dvin: Rehz:m: SHIM SPACE,ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAINTHE REWIRED DESIGN PRESSURE. T'. Nu,58705 % I SC 7121/15 NO CHANGE 6)JAMB ANCHOR SPACING IS GIVEN IN TABLES S&6.SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MA)UNUM OP. - I ® Oesuylw�: 1No.n By 6)DETERMINE THE MID-PANEL ANCHOR QUANTITIES FROM TABLES 788,SHEET B. 7 a- ELEVATION J ROSOWSKI 'O•'. 529 "'TE F�:'•ALa Imo TECHNOLOGY cRNE rt¢: 7)IF THE WINDOW IS ATTACHED TO ANOTHERWINDOWTHROUGH ACOMMON MULLION,DETERASNE THE ML'WON DESIGN ''�� '.�,LDRIUN,:' \?� N.VENICE.FL 35275 STOREFRONT SYSTEM DETAILS-LM 10105/12 PRESSURE FROM TABLE B.SHEET B. ''ySS/ONAL�NG`` NOKOMIS�fL13927a �'nn/y�v1; 5wft: Sn=el: dmsp Ra 6)THE LOWEST DESIGN PRESSURE FROM 3.486 ABOVE.SHALLSE USED FOR THE ENTREASSEMBLY. ALN AILtIS 0.Pb CTRL.OF RUTH.yMx96 SS-3500 NTS 1 OF 10 MD-3500-LM NA P.E46B 45 TABLE 2: BN4•IAMiN,TFD N,�LAmN„T� --I r-,6'amim,T6D WlndowwallGlass Capacity(p f) WlndowWall GI-Capadty(psf) r-ouss sTAcic +M•1xEAi- I r-oussarACK 1a•HPaT. suss sTAdc 1Id'ANNEALED 5iRENGTHF11E0 9TRENGTHFAED\I GLASS GLASS GLASS WI NOmimldm CJesfT 6 Nnm;nd OBr�. GIe+eT ]H'NEAT- 114'HFAT- .090'SO 111•ANNFALED .mD'PYd STREN3THENED 'om'80 STI+ENGTHENED Frune Wl4rh F-II.101 A B C D E F me WidrN irdme Hei{ht A B C D E F :GLASS - 42 GIA55 42 GLASS 2616 Dao ma naD m0 ffi0 Imo FN Lin 9no ffi0 IMO Sao ta0 IinO 42 90.0 ffi0 110A m0 810 lino Spin ffio ata 1LI0 90A Bn0 ]m0 3!4'GLA39 314-GLASS !4'G{ASS %In 960 ffi0 ]]OA 90.0 860 Imo ]filo 9oA B nn0 90A 860 1M0 BITE 41 40 BITE 41 40 BITE 47 40 d21n 90A ffi0 n0A m0 ffi0 im0 NIn 10916 m0 0 1x60 88.0 D 3360 J Nln xtln 90.0 ffiA 1MA mD m.0 ]ffi0 Nln 60.0 1x0.0 '1} �- Slln fi9.9 m0 nQ0 90.0 PAA Imo Slin ]m0 Im0 I 30 3116 �3D min elA M.0 n0A Sao mA 110.0 ]m0 1m0 FMEAIOD GLASS TYPE A GLASS TYPE B a GLASS TYPE C nin n A IIx0.0 mm ffiD ]DII¢ll0 Sao 860 lino a E a MIA 960 ffin ILIA Sao 810 1x60 3DIn m.D ffi0 lln0 90A Bao Imo mm mo mo ]mo Sao ffip nao unp Son eao 1)m +y,cln nD- �� +u,e•Lo. 3616 90A mA 120.11 m0 ffi0 IM.O AIN 11136 IMO Imo ty10'I.n yry6•LWItNTED,I1..Imo' G,ASSbTATX a OU595TACK 0 IMO &18•LM4NATFD- G1A598TAOK OV56 bTMK _I I GI..nT_ 1 _ 4IIn 90.0, 80.0 Imo m0 m0 Imo AAI^ ]IDA GIA881TnGK dem x316 90.0 ma 11P Imo819 Bao mA Im0 1Id'ANNFALED bTRENGTHENED STRENGTHENED m01m0 2mdin90A m0 HIOGLAAS Tli6'MRbPAGE GLASS i116'AIR3PAC£ G1A58 Tl+G'AIRSPACE n0 90.0 MO 1]60 SGI 114'TEMPF9E0 ,mD•PYE lla'TEMPERED A9p•SG 1!6'TEMPFREO 1]60 3616 mD m0 nn0 90.0 80.0 1x0.0 1 GLASS GLASS /GLASS ]416 90.0 ffi0 Imo mA KD 1m.0 dxin IIDN 1360 QO moIMO .L_42 _ 42 42 3016 m.0 81.0 Imo mA ffi0 1m.0 516 mo 1m0 314'GLASS SW'GLASS 3/0'TE 41 3filn 960 mA ]m0 90.0 ffio iM0 mA /41- BITE 41 40 BITE - 40 nin Son m0 Imo 90.0 m0 1m0 ml^ M0 Im0 BITE \� 4� r Nin &in BS.i ffi0 n0A m0 mD Imo 1616 m b0 X0.0 906 m0 6416 ffi0 ll0A 859 mA 1M0 min A 060 n0 m0 860 l IF 31 47 31 47 31 41 Win n6a 1xiD %m u6m mD ua-mm uao - GLASS TYPED €__� GLASS TYPE E a GLASS TYPE F 661^ n0A IrDA Atm Doo I100 -a R a Tiln 1mA im0 Spin lm0 ImD TABLE I: Mln Son B0.0 im0 960 m0 wA Min m.0 eao 1266 mA D THIO Mirt MIO. Min. NOTES min 90.0 m.0 1m0 W.0 ffi0 I]I1A mD N4 '�4 IM.O mp ffi0 tm0 A0(n m0 1M0 m m0 escdDlim Subslraze Edge E..1 D.CM)ANCHORMUSTEKTENOA 1360dslmm mens pslence MIMIMUMOF3THREAOS 12601eelu41OSS YMETAL n0Ai• I-No* 1" SUMS IGmmteela4f0836616M3(G5) f' ks 51¢¢I Ytl' 21ANCHORSIMO Ttln ImA 100A GROUT-FILLED CMU OR 2.05 ksl ConD9e 2.112' iJIB" 3'%I1x60 nm HOLLOW BLOCKARE ONLY SmD m.0 m0 Imo Md0 )mpsiM UNecm Oreul-FLIM tlAU241Y 1.3'4" 4' APpLiCM1BLEFORTHE fmp 960 mo IMO Imo Imo Hi Blmk• 2-112' 14W W JAMBS. MO 1Mo m0 ffi0 1M0 uno 900 m0 Imp1035 GUeFleI HOeewelmk' 2-fr360 96.0 Ano sletl U.... HWwv Blak• -11' 7.11' 31ALL ANCHORHEADTYPES m0 60.0 BU m0 ILLD 130.0 noptOSS OeIeFIeI 335 ksI CAnc1Ge 241Y 1)14' 3' AREALLOWE1x0.0 Imo ImD im0 r r 'sied UHe:m •SEE SHEET I.GENERAL]mo ' 11epa OiemCer3ItoojICTRFVISBD IN TepcAD HG:Ivw Block' 1-11 KmnPlyin8xiN 1h9 PtMda 2416 960 ffi0 1160 m.0 ffi0 1M0 BuitdinBCam Som mD ffio fxaD Sao a10 nao Aece�unttNo 15 ism Sao mo Mxno 9nD Mn 1Mo LINu nI!))T mm JLA�ff Nln vmm 83I Ino 1- m.D mn Imo 'ICE um uaa 1mD �Y�.• �tGENSE'-.,.Ep�`� Mn t odd PraaDcl :,Fed Br Am^: a.d,iore lbMn lm.o loco �T: No.387D3 '>T 7121/15 INTERLAYER MAN. �j)'.- 7�•1 I� a` GLAZING DETAILS J ROSOWSKI O SATE .A F Imre: IP CAMBINEO WITH STOREFRONT ENTRANCE 4` (ORIDA,•'C2�.` IDNOVFNICE,OR 342 55 Ti14: DOOR(SEE SEPARATE APPROVAL),THE LESSER GLAZING NOTES: ',�SS�CA(AL.G�� VEN Box 13x9 STOREFRONT SYSTEM DETAILS-LM 10/05112 DESIGN PRESSURE VALUE OF THE DOOROR GZVI`LA2 G90'BUTACITE©PVB BY KURARAY MIERICA.INO 3jr)'11111,111 NCKOMIS,FL 142]4 5^.;^e/M"Jm: Scob: Snre1: DMD A'a Rer. PRESSURE FORONT T TEE SHALLBEEHME.o LGN •SG'=A9W SENTRYGLASBBY KURAPAY AMERICA INC. PRESSURE FOR THE ENTIRE SYSTEM. ALYNN MILER.PE CERT.DF RUTH.j29296 SS-3500 NTS 2 OF 10 MD-3500-LM A RE.m106 i NCRETEICMU INSTALLATION PER ANCHOR EDGE CONCRETE(CMU) REQUIREMENT DIST. PERANCNOR EDC£..t OPTION REgUIREMEM DIST. i INSTA4LATION �" ANCHORS DIRECTLY 2%WOODBUDK EDGE _ APPROVED M,ULt.tON, INTO MASONRY. EMBEDMENT ORM AMING • EMBEDMENT GIST. f 1 EDGE FRAALUMINGORSEL i jL "" DIST.� FRAMING Dft STEc1 ,. STUD,SEE TABLE i, 1R^MAK SHIM SHEET2, _ EMBEDMENT iXWOOD 10 X.SHIM ._---- - Ul2'MAK SHIM 'IIf�Tyr, BV.NOTRIP. -"'-� ---- i71'hiA%.SHIM EX,j,EAWA I �sL.�--i SEINE2, THIS SHEET, I X a� EXTERIOR EXTERIOR . a I EMMSEDMENTANOEMBEDMENT AND E `\ } TYP.ANCHORTYPE, L^ TYF.ANCHORTYPE, VISIBLE EDGE pISTANCE PER `—EOG D CANOE PER -� —EOGEMB DSTANE pEft EDGE DISTANCE PER ER LIGHT SVBEI.S,SEE SUBSTRATE SEE SUBSTRATE,SEE SUBSTRATE,SEE HEIGHT '' TABLE t,SHEET2 TABLE t,SHE TABLE I,SHEET 2. TABLE 1,SHEET? INSTALLATION q2 qD INSTALLATION INSTALLATION OPTION OPTION OPTION J--- 2 INSTALLATIONANCHORS INSTALLATION ANCHORS INSTALLATIONANCHORS THROUGH 1X BUCKSTIUP WT02XWOOD. DIRECTLY INTO METAL INTO MASONRY. FRAME WP-ANC P.ANCHORTYPE HEIGHT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, q+LENGTH ANCHOR v--tTUI_, BEE TADLE(ISHEET 2. CHANNELATINSTALIATKTN 1)USE ONLY SUBSTRATEAPPROPRLATEANCHORS,FOLLOW ANCHEIRS.SEE T REMENTS FOR REQUIRED LHOCATIONS PERTAB EMBEDMENT, t,SHEET MY NSTTALLATION OPTION SHIOWN MAY 31 : BE USED ON ANY SIDE OF THE%INDOW.ALL ANCHOR HEAD TYPESAREALLOWED. EXTERKTR Q,T— 2)ALL WOOD BUCKS LESSTHANI-W-THICKARETOBE 1,AMI IG CONSIDERED IX INSTALLATIONS.IX WIND BUCKS ARE GLASS TYP.ANCHOR TYPE, OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE EMBEOMENTAND WOOD BUCKSDEPICTED AS 2X ARE LVP THICK OR GREATER.IX EDGE DISTANCE PER AND 2X BUCKS"EN USED)SHALLSE DESIGNEDTO PROPERLY 41 BUBBTRATE,SEE EkTE - — TRANSFER LOADS TO THE BTRUCTURE.VmODBUCKDESIGN TABLE t,SI1EET 2. a S6%1-SIS'BVGLEHEAD AND INSTPLIATION IS THE RESPONSISILITY OF THE ENGINEER CB SMS.2-tt2'FROMEACH ORARCWTECTOFRECORD, MAXCML'M SHIM 7HiCiWESSTO SE EN0813-fk'MA%.O.C. AS REQUIRED BY TABLE53B,SHE -58 REQUIREDAT 0EACHANCHOR LOCATION VERTICAL SECTION E-E rrtonrMa LUi 1nFLwle. CURVED FRAME MEMBERS,ONLY BullAmg CMe - �_�.. i t t r t %ttePana rm 15.O1at20g _ ltr MAX.SHIM ;STT ONY ONE,:,f>,•, aesoe xr: Dale: aewrt:e^ Iurwiw,D.vc �DlB INSTALLATION _ ._ "••'�"j" 4C<'N`LtCENsr���(t,P�� (� Dy OPTION I T Nwsee er: D e. _ .Trtim P EIASEOMEN7 lit: R NSTALLATwN _ - N %�: SG 7!21!15 NO CHANGE ANCHORS DIREGTIY +. ++. +• r - INTOMASONRY. I '" - ----1- = ® Dmcrat+on: -- D,own By: cO.vCRETEJCSpL '�^,J`; ,'����1 rr '°'? `— VERTICAL X-SECTION J ROSOWSKI PER ANCHOR 'EDGE �� =a TE "3 l{OAt: 1070 IECHNOLDGT'OR,VET.I. Dale:. REQUIREMENT DIST' �r,�lC``�,'rlOfllU?„•;��� N.VENICE,TEL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 VERTICAL SECTION B-B ......I .. •° NOKOWflOFL'34274 A, II�IIl1ER.P.E S<'rres/Nnde, $mic Snyef: pvvuq No. 7 P.E.90@fiS CERt.OF ADn:.pzszD6 SS-3500 NTS 3 OF 10 MD-3500-1M A 1