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HomeMy WebLinkAboutProduct Approval (2) We W Ond n MIAMI- E �i �.4 ®�]�T ..>'IdAyi1-I)ADI� J`lti!"I`.,F[.C�It1�Y).n z° PRODUCT C0N1'I20L SECTION 11805 SW 26 Street,Room.208 D.EPA TMENTO 'i2F,Gt1L-VI'©RYANDECONOMI€;RESOURCES(RER) Miami,Florida33175-N74 BOARD AMID E ADMINISTRATION DlVK4 VED T(786)315-2590 F(786)315-2599 C TA CE (NOA) wi,,iv.niianiidade.govibuildlna ReP. . . §. .AC��§?.TANCE 20ligla�vay rG mitti�tg Da�artment' roc/- Q5'7G M178�1se. Lua cou�,ty REVIEWED FOR setng issued under the applicable rul6s anti regulations gone t® is t�5511�® CE materials. The documentation submitted has been reviewed and accepted by i Da t�KI " Product Control Section to be used in Miami Dade County and other areas tivh 1'l0 UNTY Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County T'ro tgPontrol Section(in Miami-Dade County)and;or the AFIJ (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 revolve 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. inc Veloc" v l�)CCIaIPTIOI�i.-lSeries"Teslt�10�"'White I'VC,�`axsd inda�el=L 11�.Iw PI'Ii:OVA1L IJOCiT1VI:EI�TT:Drawing No.RT'IJSOObO,title ertes ecl 10$Vinyl Fixed Window (.LMI)",sheets I through 5 of 5,dated 09116/08, with revision.I dated 10/20/2020,prepared by PTC Product Design Group.LLC,signed and sealed by Robert J.Amoruso, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Da MISSILE; IVII"t1T I�ATi1�l : Large aitd;Sn alI !!iissileaaiact.Res>istaat LrIIELING: Each unit small bear a permanent abet with tl�e:manufacturer`s name or logo,city,state,serie& and following statement: "Miatni-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. `GERMINATION 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 wards 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 No.20-0I09.04 and consists of this page 1, evidence pages F.,--1 and E-2, as well as approval document mentioned above. The submitted documentation was.reviewed by Sifang Zhao, P.E. NOA:rsu.zo-aro3.u6 httAMIDADEGClt3hITY Expiration i?ate: .Ianuary?$2 2025 - 01/21/2021 Approval Gate: January 21,202'1: Regency Plus,Inc. NOTICE OF ACCEPTANCE: EN71DENCE SUBMITTED .1. EVIDENCE SUB-NUTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under.NOA No. 081.021.04) 2. Drawing No.RPLS0060,titled "Series Tech 5108 Vinyl Fixed Window(IM)". sheets I through 5 of 5, dated 09/16/08,with revision H dated 12/24/19, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TE STS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 21) 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_241 1.3.2.1, and TY%S 202-94 along with marked-up drawings and installation diagram of a series 5108 white PVC fixed window,prepared by National Certified Testing Laboratories,Inc.,Test Report No.NCTL-110-lIS63.1, dated 05/15/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under IVOA No. 08-1021.04) 2. Test reports on: 1) Air Infiltration'Fest, per FBC,TAS 202.94 2) tJnifori-n 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 20.3-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series 5108 white PVC fixed window,prepared by National Certified Testing Laboratories,Inc.,Test Report No. NCTL-110-22857-1, dated 12/1.7/1.9, signed and sealed by Joseph A. Reed, P.E. (Submitted under J'V0A No. 20-0109.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51, Edition (2014),dated 06/11/15 with revision dated 09/0 1/1 S, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Anioruso, P.E. (Submitted under NOA.No. 15-06.18.01) 2. Glaring complies with ASTMI E1300-04 Cl. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) C11. MATE,RIAL CERTIFICATIONS 1. Notice of Acceptance 'No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. Wang Zliao,P.E. Product Control Examiner NOA No.20-1103.06 Expiration Date: January 28,2025 Approval Date: January-21.2021 E-1 ......................... ................... .......................................... Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBT-VHTTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 18-0122.02,issued to.ENIERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doon,approved on.03/08/181, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance.complying with FBC 6"'Edition (2017),dated January 8,2018 prepared.by PTC Product Design Group, 1111C, signed and sealed by Robert J. Amoruso,P.E.. (Submitted tiitdei-.jVOA No. 18-0122.10) G. OTHERS 1. Notice of Acceptance No. 18-091.8.03, issued to Regency Plus, Inc.for their Series "5108" White PVC Fixed Window—LA/1.1.,approved on 10/11/18 and expiring on 01/28120. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0060.titled"Series Tech 5 108 Vinyl Fixed Window(LMI)", sheets I -through 5 of 5, dated 09/16/08,with revision H dated 1-2/24/19, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. B. TESTS 1. None. C. CALCULATIONS 1. 'None. D. QUALITY ASSURANCE 1. Miarni-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC Th Edition (2020),and of no financial interest,dated .10/20/ 020 2 , prepared by PTC Product Design Group,LLC. signed and sealed by Robert J. Amoruso, P.E. G. OTAERS 1. Notice of Acceptance No.20-0109.04, issued to Regency Plus, Inc.for their Series "5108"Wbite PVC Fixed Window—L.M.I.,approved on 01/030/20 and expiring on 01/28/25. Sifang Zhao,P.E. Product-Control Examiner NOA No.20-1103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021, E-2 ................... .......................... ........................................................................... PLUS,REGENCY SERIES ` H I F -_--__-- (LARGE MISSILE PACY) N ++ O INSTALLATION ANC ORAGE DETAILS NOTES: a 0?' Li n;ND itiN 41a 1, Th?E PRODUCT SHOWN HEREIN IS DESIGNED AS1DM4AhIUFACI'UPEU TO COMPLY WITH REGL!kREM1EfJTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY hIURRICANE.ZONE(H.'HZ). rr r x+.q 2. 2%WOOD FRAMING,iX OR 2X WCOD BUCK,METAL FRAMING AND CONCRETWASONRY OPENING 1 O BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETIMASONRY OPENING IS a nt j w TIME RESPONSIBILITY OF THE ARCHITECTOR ENGINEER OF RECORD. 3. '1Y,BUCK OVER CONCRUI'L liAA,SONRY IS OPTiONAL,WHEN IX BUCK IS USED;INSTALLATION ANCHORS WLL PASS THROUGii WINDOW FRANIF,AND'IX'IGCIC INTO CGNC.RETEIMASONRY SUBSTRATE,VYHEN USED•1X BUCKS SHA•I.L BE. U DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU,LOADS TO STRUCTURE AND1ETHE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR r4%TERIALS?jSf BE.SEPARATEI)VOITN APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMORANE S THE RESPONSIBILITY OFTHE ARCHITEOTOR ENGINEER OF RECORD, a G. 7H,F PRODUCT SMOWTJ HEREIN HAS BEEN TESTED TO TA5 201,.7A5 202 AND TAS 203:SEE 1 CST REPORT NO:NCTI.-190-228`7.1,DATED 72r1 lr1?6Y NATIONAL CERTIFIED TESTING LABORATORIES.YOi2K,PA.SIGNED AND SEALED BY � '° •' JOSEPH AAEED,FLORIDA P.E.NO 59920 s or>n. r^ 5, MATERIAL: „F._ '<'It 5.1. FRAME:EXTRUDED RI GID P VU BY ENERGI FENESTRATION SOLUTIONS USA,INC,PER CURRENT MD NOA •T r 5.2. LAMINATE GLASS INTERLAYER,'EROSIFOL INTERLAYER BY KURARAY AMERICA,INC;PER CURRENT VIO NOA. p $ Au ?Q L1 U 6. GLAZING. -.ul 6.1. GLAZING DETAIL AS TESTED: ci S m S 51.1. OVERALL:715"NOMINAL INSULATING LAMINATED GLASS, 6.121 GLA S T HICKNESS_I I)LITE OF WIEs r'ONIIN L :ITE DF LAMINATED GLASS TO THE EXTER[OR. zi (2 U7'E9Of SEPARATED BY A 0 r0 1?6 Na:ilNil+ 4'JNEALEL's GLASS G. S,1.3. LAMINATED LI T E' 0'7F2051FOL INTEF.t.AYER BY KURnRAY AMiER1CA. S.I:t. SPACER TYPEISIZE:310'NOMINAL.CARDINS L ENtOUR IG EDGE SPACFP(A.1•D;ALUt1.NUF.1 0.1,0. GLAZING.SYSTEM,INTERIOR GLAZED'PATI I(2)-XAF DUAL DUROMETER AND SIY+FLEX 562 BACKSEDDING L'YiTT1 A SNAP-IN 12).LEAF DUAL DUROMETER RIGID VWYLGLAZING BEAU. C>to =v^ 0.2. ALL SETTING BLOCKS ANO GASKET MATERIALS SHALL BE IN CONlPLiAttCE VOLT]Tii'C(1RP,ENT EDITION OF TEi£FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WTH A 70 TO 90 SHOREA DUPOMEEER.GASKET -`'-�n,> MATERIALS SHALL BE E%;PM9.V1TH A MINIMUM 60 SHORE A GUROMETER. 6.31 AS TESTED GLAZING NIMETS AST E1300009a FGR THE DESIGN CONDITIONS SHORN IN THIS PRODUCT APPROVAL DOCUMENT. o I 5 z ,' I 7. APPROVED IMPACT PROTECTIVE a^YfiTEMI SNOT REQUIRED FOR TIiIS PRODUCT:N W1ND ECIREVE CESR13 REGIONS INCLUDING WE I{;147- w §- ' S. SHIM AS REQUIRED AT EACH INSTALLA.ION A.&,CI-OR WITH LOAD BEARING SHIM,SHI31'I:=1ERG.SPACE OF 111f:'OR GREAT ER OL'OUPxS..?t1AXi:'•.1UM1 Ai_LOWABI.£SHIM STAGS TO BE 174", u "r7 + w f.0 Q. FOR ANCHORING INTO CONCRETE)'WiSONRY USE 114'HEX HEAD TAPCONS 4dTH SUFFICIENT LENGTH TO ACHIEVE,A 1 1r2"MINIMUM EMBEUNIENT INTO CONCRETE)AITH 1 1)2 11NIMUM EDGEDISTANCE AND V MINIMUM EMtSEDMENT INTO M ASONRY'AlTH 2"MINIMUM EDGE DISTANCE.LOCATE.ANCHORS AS SH(NAIJ IN ELEVATIONS AIVD IIVSTALLATiON EETVYEEN ADJACENT ANCHORS P.EOU!IIED.ANCHOR LGCATIONS iLri1:E+-i"1"T'O'tER.s.UCE, 4 v 10 FOR ANCIJORWG WTTO'W'COIi r""RAM?LAIC OR 2X BUGIS USE ONE OF ThiE FOL L.O+r1,NG: � 10A. SHOWN IN SECTION VIEI"r.:012 PAN HEAD VVOQ0 SCf,0VS(WS)WITH SUFFICIENT LENGTH TO ACIIIEVE A 13'0"MINIMUM EMBEDMENT INTO SUBSTRATE IAITH'T;8"MINIMUM EDGE DISTANCE AND MINIMUM i WHOR•TO•A.NChIOR R.SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWM1N IN P-LEVATIONS AND INSTALLATION DETAILS:.ANCHOR LOCATIONS HAVE+!-i"TOE ERANGE. 10,2. NOT ShIOVf1 IN SEC'f1CN ViEm:Al PAN HEAD WOOD SCREW(VJS)PATH SUFFICIENT LENGm TO ACHIEVE A 1 9/2"MINIMUM EMBF17)MIENT INTO SUBSTE2ATE.',MTH 1'M1141M1UM EDGE DISTANCE AND WNIM.W!ANCHOR-TO•ANCHOR- PZF^'rL-f•V"s sz P.F. SPACING OF 2"ON CENTER,LOCATE ANCHORS AS:SHOWN IN ELE'-VATIONSAND INSTALLATION DETAILS.ANCHOR LOCATIONS RAVE+1-I"TO.F,RANCE FlcnSa f .Jo.97>2 i .� 11 FOR ANCHORING It4TO Y.ETAL STRUCT URE USE:414 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS V01H SUFFICIENT LENGTH TO ACFIIEVE 3 TITREADS b:R:MiUM BEYOND STRUCTURE INTERIOR WRLL WITH 3t4"PAIN;MUiV, ``y���S4YpRip$t4jt yt� EDGE DISTANCE AND MINIMUM'ANCHOR•TC}-AtiCnOR SP O NG OF 2'ON CENTER.LOCATE ANCHORS AS SHOIAN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+•:•J"TOLERANCE, .�+� •,vt•0g•Ng�gy" qA tit)40 52 D 12. ALL FASTENERS TO BE CORROSION RESISIANTOR HAVE A.CORROSION RESISTANT'COATING 13. INSTALLATION ANCHORS SHALL BE?RiSTA1.I.ED IN ACCORDANCE,M-,H ANCHOR MA.NUFAC.TURER'S z'Q 3 Ra_ '9 STA+EF W.; INSTALLATION INSTRUCTIONS ANID ANOHORS SMALL NOT SE;USED IN SUBSTRATES VviTH STREhGTI?$LESS THAN TH I: �v"�F'a'c�,0 it1�p1Us•;rbW - MINIMUM STRENGTH SPL•-C:FI_U BELOW: 8 .„•. ,ty�F 13.1.. WOOD-MINs nUM SPECIFIC GRV✓EY OF(G)0.42 WOWS-MVHZ+bND 0,55(HVH7.) _-_•,._,_.. -yaft�S7PJAL���C� 13.2, CONCRETE MINIMUM COM?RESStVE S RFNCE71, F25CCPSI TABLE OF CON _,, TG,.TS 13.3. MASONRY STRENGTH CONFO2MANCF TO ASTII C•9'1,MEDIUf INEIGf1T J'7 TH DENSITY:•117 PC;p ._.._ .........___ 13A METAL.SUBSTRATE:STEEL 18GA(0.0425'7,Fy-33K511 Fu=451 I OR ALUMINUM eCv3-T50.00"THICK MINIMUM. SHEET DESCRIPTION 13.4.1. METAL SUBS'iRATI'70 MEET MINIMUM FBCI1VHZ CODE REQUIREMENTS, 1 NOTES AND DESIGNFRESSURE'CFIART� ..�__._. __............. —.__.. _.. -----..-..-... 2 ELEVATION&ANCHOR LOCATION 3 HORIZONTAL&VERTIGAL SECTIONS-V'J000 AND CONCRETEI,MASONRY .PRODUCT REVISED SURST'RATE INSTALLATION sIJ Ply as w91h i0e [lrSiGNFTRC*.+5,URERATIhA t+,tisj €tAa'A"T,.I T!40, �. NA-Nn a ac - . 1 HORIZONTAL&JERTI..1-L SECTIONS-fotE't'At.SUBSTRATE INSTALLATION,,GLAZING Non-h 20"110306 t55 U pg,, LARGP MISSILE DETAIL e P7 afro Dal 01128f2025 RhRAc" CONIPONENTS;FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS cy L :?. control (Y 1L V ui l� O ` •N- MAX. UNIT WIDTH 60" _ D.L.O VVID1 H 54 1/2" 5"MAX. FROM CORNERS(TYP) x Q z. 10"MAX.O.C. SPACING (TYP) 5"MAX. FROM y o�� �,v/ CORNERS(TYP) 3 �� 4� 10"MAX.Q.C. SPACING(TYP) 'o'{ i > aJ _....,._.__..............._. ._.._...........-....w. _ 4� �eG G A= MAX. UNIT 3� 3 J' I HEIGHT btu j I C ou) D.L.O: Q t _. I. _.. 3 i1 HEIGHT y !? INSTALLATION-/ i 541`2 ' u ANCHOR(TYP.) A r T xmo. stxT�� �� t ANCHOR LAYOUT 4. ... —-ELEVATION EX'17ERIOR VIEW THROUGH-FRAME INS ALL-A"DON nn'r'•`"' EM'ERIOR VIEW PRODUCT RVASED as cotnylyyinee��with tha pt4eda Bu(fAln4 Code No0.Na. 20-11 D3.00 Explm0an Dota0112012025 Mlam aan�T'6-"h"r`oTu'ci'c'cnirol" z cc x c m 114"MAX SHIM— ( - 2X WOOD I-fiAME BY � N TH.ERS(SEE NOTE 2, 13e$"MIN.L"MBEUAfENT__�. SHEETI);PFiDPERLY 71J"MIN.EDGE DISTANCE c d SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS F OPTIONAL(SEE NOTE 2: �r 11a7_WOOR SCREW {SEE NOTE 7.,SHEET 1), --� rr a" F INSTALLATION A 1CHOR PROPERLY SECURED 1X BUCK 1$ a s- G� r SHEET 1) l' r W< w F y OPTIONAL{SEE NOTE 2,SHEET 1) SHEATHING ¢ ~ BY OTHERS / #12 WOOD SCREW T% j 1 �1 S a o INSTALLATION ANCHOR ;r EXTERIOR 1 318"MIN. ! ' BY OTHERS ��,' E1+iBED 1EN'C r; SEEGLAZlNG IiETAiL 1 _ _i J ON SHE•ET4 ' - 5..: m- 1) 716"MIN. I[1 PERIMETER CAULK - 114''A'A,Y SHIM- ED GE DISTANCE BY OTHERS 0; INTERIOR •, ANCHOR-1 O•-SUBSTRATt �rCf �`0 EDGE DISTANCES ARE TYPICAL ANC 51iEAThilNG BY O'I'HEI'25`° EXTERIOR -SEE GL Z_ING DETAIL I ( MEASURE() TO BOTH J \ �n y to ON SHEET 4 S!DES OF SUBSTRATE EXTERIOR C-INISH-1 z v�n 1, 4 ff :•_ L-.-___-._.........._._.._..__.._.-..�. BY OTHERS �--PERIMETER CAUL":{ j —1'.T'R 1QNL SECTION ION SY OTHERS ��c J} - --INSTA L 1TtON ° > Wool)I FRAME.SUBSTRATE I35TRA"rG i1AX.O.A.FRAME WIDTH-- L a r HORIZONTAL SECTION,` MAX.O,A, c INti'C:1[,LA'CION 0 c i 4 QS7 SEA DEALING DETAIL'( •_.,._._-_._.._... FR hh1 ON SHEET 4 1T OOG P7IANIG:SUB"'R.VfL P k HEIGH 1' {G, f rt .v p EXT=PiOR (t IN'FEIifCJl7 -+�M1/4"iv1AX.SHIM aof s ' r 1 112"MIN.EMBEDMENT-CONCRETE t Y PERIMETER CAULK r` 1"MIN.EMBEDMENT-MASONRY r v IP BY OTHERS /� .-;� R '�; "r .-CONCRETEI1QASpNRY BY � o EXTERIOR FINISH �, 1 0. 114"MAX SHIM / OTHERS(SEE NOTE 2,SHEET 1) 1 BY.OTHERS ...... 2t Fa c ...._._ --- '-'v4T PGON fi PE la1 ...r_ ......... 1'f2"MlN. SEE'GLAZIMG Ut Tf•.11..i INS 1, A n ++*+`AhIE$+'+4+ 4 1 -_.. \ ,/� INSTALLATION A<1,.H0R +ti +x PROPERLY SECURED 1 >� EtiBEDMEti r pN SHEET 4 c^ i ai�Qt ic>NS�9 1X WOOD SUCK Bv / i ' •V? OTHEF2S(SEE NOTE SHEEI'1) \_CONCRETEBYOTHERS f W--�� (SEC Fd01'E'..,SHEET 1) 112"MlN.EDGE DISTANCE-CON AEI�CRETE ro n�Et Z� w 114"ITWTAf'CON ?"PAIN EDGEDISTANCE-MASONRY 1 1/2"MIN..EDGE DISTANCE-7INSTALI.ATIONANCHUI2 DA -r4,L'R TIT .a�I SECTION �G�(� 1 � � RDPERI.Y SECURED 1X 4rtO0D SUCK WOOD BUCK J � _ ItiST sI 1::177Y)N _ BY OTIIERS(SEE NOTE 3.SHEET I I ! NCRE11 SUBS PERIMETER RIMETER CAULK BY OTHERS� ` PROTEC'rIUNBY! C.O / �WOAD BUCK PROTECTION BY OTHERS(SEE EXTERIOR FINISH BY OTHERS- NOTE 3.SHEET'1) OTHERS(SEE NOT 3,SHEET 1) —MAX-O.A.FRAME WIDTH PRODUCT REVISED Emli.. with t6a ri-Wn HORIZONTAL 4TAL;iti C TION xae xn.i ?a�?os.o6 IN3TAIA 1'L ON E,�PLnticn aatn0112812025 1 CONC,RU.713;iMASONRY SUSS'nZXl'E ay - d11am nao ro uc onw(' I 11 TT 414 SHEET METAL 1hiSTALVtT107+!NOTES: v E, SCRELNISELF-DRILLING SCREW iJ INSTALLATION ANCIiOR: / --4�1EThi.SUBSTRATE 1. APPi20UEU INSTALLATION SUBSTRATES INCLUDE THE FOLLG:'YING: a N. BY OTHERS M. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(IMMI-NHZ)AND 0.55(H`JH2) � � (SEE NOTE 2.SHEET 1) 12. CONCRETE-MINIMUM COMPRESSIVE$rRFNGTH.OF M0 PSI EXTERIOR FINISH 12, MASONRY-STRENGTH CONFORMANCE.TO i$TF+i C-80,MEDIUM WEIGHT WITH DENSITY s 117 PCr" By OYhIERS 2/d I irJ / t THREADS t.11N. 1,c. METAL SUBSTRATE;ST:EL 180A(0,04281 Fy-33KSf i Fu-45 KSI OR ALUMIFIUNI 60S3•TS 0.043'THICK t•.INIMUM. ?o 2 C7 ."1 E cG,LL11S r, / j -EMBEDMENT BEYOND 1,4.1. ".1T:TAL SUBS7RJ.TE T6 h1EETMINIMIfl1 F8C-rtiH7.CODE fdEOUIREt>9EN73. ate.a, O,_- . INTERIOR'WA.L_ 2. 2X VVDOD F•RAf t NG.1X OR 2X WOOD SUCK,METAL FRAMING AND CONCRETEWASONRY OPENING TO BE D"cSIGNRD AND.ANCI IORED TO PROPERLY II 1.3`kt.•^Jt. TRANSFER ALL LOADS TO STRUCTURE.FRMAING AND NRY OPENING IS THE RESFONSIBIUTY OF THEnRCHITEC'F OR EtJGINEER OF a O 1 JI r'SHIM SPACE RECORD R Y - v o p i G? Ci --....�.:_.._.-.�.1._ � �_.�.�„_•�. "' "' 3, 1X8!1CK OVER CONCRF"1E 11.ASONRY IGDPTIOVAL.WHEN iXBUCY.IG USED,INSTALLATION AFICHORS Y."IL PASS THR;^,�I{4V1NUUW FRAkgEA.YD IX SUCK -P;Er;IML•TEFt CAULKINTO CONCRE -IMASONRY l U6MkrC,INHEN USED,IX SUCKS SHALL BE DESIGNED AND AN-MORED TO PROPERLY TMA.NSFER ALL LOADS TO - --�•" r � STRUCTURE ANDIG THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILARMATCRIALS MUSTBESEPARArr..r,!NITHAPF'ROVED �= t7 BY O'i HERB -t_7--• C. �1 I COATING OR MEMBRANE,SELECTION OF COATING OR MEMBRANE IS THE RE•SPONMBIL11Y OF TFI[ARCHITECT OR.ENGNFER OF_RECORD. li SHIM i S REQUIRED A7 EACH INSTALLAI ION ANCrtiJR WITH LOAD BEARING SHIM,SH;IA WHERE SPACE OF MO'OR GREATER.CCCURS,mAXIM "Al jt o A!LONlABLE SHIM STACK TO BE 1W. � � � �•> ( r�`•� ~"`., ` FOR,'UNCHORING INTO CO•ICRETEIMASONRY USE 1,4"I IEX HEAD TAPCON S WITH SUFFICIENT LFNGTb ACHIEVE A 1 72"MINIMUM EMBEDMENT INTO CONCRETE WITH 7 V2.' IINIMU i EDCE OISTANOE AND 1"PfIN'MUM MMEOMENT INTO MASONRY W'iTN.2"M1NiW.UNl EDGE DISTANCE.LOCATE ANCHORS AS `:r'+I � •� 'e l•'•��• _.-/ �3� SHW34 IN ELEVATIONS AND!NBTAI.F.ATION OE7Ai..5.•i"F4 NIMUt+:SPACING BE7L EN ADJACENf ANCF!ORB REQUIRED.FNCHCF.LOCATIOCIS rU'+VE";1" Z•'� W TOLERANCE. 5'U 7 y. 2111 !t.1 I _ _ t- t-SEE GLAZING DETA ,,��.�;�� 6. FOR ANCHORING INTA 1V000 FRAMING VF;2X BUCK USE ONE Or THE FOLLOW7rJG: y Z,.� ON THIS SHEET \'l 0.1. SHOWN!N SECTION V(EWS:912 PAN HEAD INOOD SCRELVS el.NS)WITH SUFFICIENT LENGTH TO ACHIEV A 1 3/3'MMM IM EMBEDMENT INTO ui s.(Y ,•��-++ (y'''� v�'R I.CA SECTION SUBSTRATE N1TH 718"MINIMUM-EDGE DI +AN r AND MI I M,;�,W ANCHOR-TO•ANCHOR SPACING OF 2"ON CENTER.LOCATC ANCHORS AS^aMOWN IN p.�n a1 to t fri5- - 'v"1I'vu0ti+ ELEVAT<ONS AND II Tf,:.I.p c10N D_'TA4L A.�..HOR LOCATION I1AVF r!-'1"TOLeRANgE, �_ _ \-- RSt.f.tL SC.US;AA CE INTLR!OR $1. NOT SHO''WNIJSECTIGNL',EWs:41W PAN HEADVA060,GCq YtS;Iha)LVITM SiJFFIC NITLENGTH TOA0,11i€EVEA1I:MI,JtnillE.tEMBEiI:v!ENT!N70 s-- _N7LRIOR -.,...-.-.•_._. SL1357RATE W,TH 7 MIN:h1U>:i EOGF GISTAAIvE AAJD M,rJ:R•lll},D ANrHOR•TO-ANCH 'ANCHORS ASFAt SHOW"7IN 9 -- -- �'1 ELEVATIONS AND 111STALI.TION DErAII.S.ANCHOR i.00A IONS HAVE»1-1"I'ME ZANCE. fl.. to>•C SEE..GLA21NG3 DETAIL 1 -) r. FOR ANCHORING INTO META!"STRUCTURE USE 1114 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREINC WITH 3UFFJCIENT LENGTH TO ACHIEVE ON THIS SHFFT �•/ 714r,M- 3 MININIUM BEYOND STRUCTURE INTCRIOR HALL Willi 34"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR40 ANCHOR SPACING OF?'ON `/7 CENVCR.WrATE'ANW-IORS AS SHOt'.N I,11 ELEVATIONS AND INSTALLATION DETAILS,ANCHOR,LOCATIONS PAVE+•/.i"TCLERANCE. +r1 L 8 INMRIOR AND EXTERIOR FINISHES BY OTTERS NOT SHOWN F'OR CLARITY, 9. PERi:'v1ElER AND JOINT SF_ALANT BY OTHERS TO BE DESIGNED A'JDiOR SPECIFIED 1N ACS:CEYDALq:E It,1TH ASrn E2112. W U? y. ; Lo z,,'ry'{� _ „.„✓ 3 1/4 VAX, SHIM 5f'ACu_ c7 .4 ^�n-il 1/ SHIM AS REUVIREC--\ i EXTEMOR �!,+ _� 1J4'MAX. I 4 2 1 I #145HEETMETA!. . !(--Sf.1111 SPA.... ,\ SGREWiSELFDRiLJNG SCE IL ..........t� _......._......_..... ........L. , S � I- 1 INSTALLATION ANCHOR PER1M?ETER OJtUUt. / -!( G INTERIOR } Fo me P uo a 52 BYO 7t.1mr, ...a.__� yr *;15t�ttlfn�tT t ........__.._______....._ \l\ ! 374"RIIN 0.575"GLASS ; i Sf4hrGD.a �4t ,MIN t +'f r It' I Tr6ZEALa x N EDGE DIST.,TIP.} Sil- + I�- f ��t.•'fit Sfi.9+� / �cNo 40 sz o EXTERIOR FINISH _/ 4•(--EGGTYP JJ r..-� \ EmL7AL1S©STFL?TC:D� J \ iI I AAAN..te----'---'1- �""�~ O� � ,BY OTHERS- 4174 SHEET AAnTAI_ BYO MERE W.J-- \, READS M.M. ........r..........EMBEDMENT BEYO D BEYOND WALL � ilj /�,. ) p�yz;STATE I SCRE1YtSELF•DRILLJNG C4 JV `.._(SEc.Nv7E2,SHEE:T1t /• :�� �.'. i t:./ `7`tt'"`clORl<!.••�+' INSTALLATION ANCHOR- (-1 ` �''�`METAL 2,�SUBSTRATE �1 OTHERS 7i&'OA.1J6ULATING GLASS i. SEEGLFZINGOFTP' 1-/ E rl `� / ) CGhI51S1CJG OF, ` '�i' ON1H.8 HEET iyyt. 1.2'tvNNEF.LE3u`Ao""S, INTERIOR RJ°� ITS71i1111G).N \ J>.., lT -'Z<'k•.. INTERIOR �....•v" NMI A 9,WASI AAlfi. / \ ANNEALED BY KURARA. EXTERIOR \ PJAERICA INC..liS" ••v ANCHOR-TO-SUBSTRATE \ tJNEALEC GLASS:0TERIOR EDGE DISTANCES ARE l `-EX:TERJORFIIJISH aPACEMPERLD GLASS IYPICAL AND PERIMETER--j 6Y OTH RS TE;RPEF.ED GLASS MEASURED TO BOTH I CAULK V BY OTHERS pttOtfCy3T wEtn tho Mo"ua i SIDES OF SV[35T'.ATE r fJ nat s Go o - -- HORIZONTAL srtc re(�Z GLAZING DE TAIL I HCA ffn, 20-„A3.G�. (Y E.p aeon onto 01J2Sf2025 iNSrrtLLA"TION 7r �,� f,IBTAL sl:esTl;Arr•• o fAlam aJe Ytotlect Control i i MASTER FRAME — _._.....__....... � (�1 SASH STOP FRAME COVER 0.070"TYPICAL WALL THICKNESS �• 0.070"'TYPICAL WALL THICKNESS o ...� ._. €� -� 2,011" mi uqG' 4' -�—4.t;Qr ...._ �- a 0 POCKET INSERT {4 GLAZING BEADf .a ' 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL,WALL THICKNESS �� �� �. �6 f '+`ar Li x w CORNER CONSTRUCTION nRZ `s 6!0 Series Tech 5108Ulm!Dade Impact Fixed f Will of Material Item:. PartNuii hers. Description - SUpp) f roAciz t cr an ,c Riumbers _ itsaueerp RE No A IV Ito t Afi Master Frame 2 3V White 107017736 Sash Stop Frame Cover Eriergl Fenestrat o—ff � p O�MWA i 3 IV White 1079/7737 PocketInsert 1 Center Section PW ��Ener i Fenestration'*. *���q Ids�a �'4 d 7V White 710317T26 f'UVGlazing Bead' Energi Fenestration _ : staF $ 5 552 Sikaflex'Black Wet Glaze(Fixed Center Section) Sika US �61 Hurricane Larniinato lxp�sact Operating,9"ash E366 2.7mm 10.90.PVEI Kurara�r America,Inc,Trosifil)Interlayer 1 Cardinal ..e..... ...._. .... ._ �. _ l�Ittilttil��S 7" VEN 13-1 2 0 8 15 B16cR Glazing Taos 1'18 x 318 x 85"(Fixed Center Section) Industrial Sales W __. 8 2NB=dK-0.0062-029-064" Glass Setting Blacks Sash(Neoprene w170 to 90 Shure A Durometer) Frank Lowe 9 n1a _ E6dur iG Ed5lo Spacer A1-D)-AlUtnlhum: Cardinal. Nat Shown H-"8wHZ Weep Hole Cover White eMgn Not Shown JW0611022i " TOPP 22.16P50.9/16 X1 3/8.X 3 Foam Block _ Linderimeyr g NERGI FENESTRATION SOLUTIONS USA,'INC.,PER CURRENT MD NOTICE OF ACCEPTANCE(NUA) { PRODUCT aeviscn PIYIny withtbc Florida ' 9fu31dlrsg Gage ' w o a-ra o.. 20.14 63,d 6' 61pirotion pain 0119.8—R S. y�F . ftlami-on a pro"T'poor wn�