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Home My WebLink AboutNOA - ALUMINUM FIXED WINDOWMr'i�I�,i�><•�ta� I UIM DAD2 COUNTY Q P.RODUCT CONTPOLSECTION IIEPARThw, NT Or REGUI A•TORY AND 19COVOMIC IM- SOURCES (RER) 11895 S726 Sheet, Room 208 J36ARDArM C01M, A.I)I 1NrSTRA1TQnDMSii OT'i fi (736) $15 2390 F (98b) 15-2599 NOTICE �r_ A: QKKAN E NOA snny ihiamidpde.�ay/ecouamg t;r.T.: [llilustl'le,S X:rC 4 y .1070 Technolo&Dilve 1Vaxth Venice, a 54275 This NCjA is being pipped tinder fife epphioable miles and regulations governing the use of conshnDtioit ma 7 iald.. The dootunAtirtiofr `sribin�tted has been previewed aixt accepted liy Miami Dada Cotiirty ItER - 1?roiiupt Coal, ll Section to be tised iaMicuniDade County rind other areas 4vlrere iiiigyve by iho Authority Having Julsdiotiou (ANT). T[us . 0A �liall not be valid after the expiration -date stated below. Tips Miami. Dade Cpu:aty Prodirot Control Seutldn (In "anu—Dade County) iugd/or the AR!' (in areas other th m Miami—Dpdo County) preserve; the right to have'this piodrtot or uratexial tested for quality asst#Aco pgrposes, if this product ox material fails -to perform in the. accepted w4uner, tire, nranrtfagturei will inoty the expense 6f Pwli tbsting and the Alu may immediately revoke, igodify, or suspeird the use of such product opt material Within their jurisdiction. M reservas the right•to rovoko this aeceptatice, if;it is determined by Miantz bade County Product Control Section -that this product or -material fails to meet -the requirements 6fthe applicable building code. This product is approved as described herein, and lras'been dosigned to comply wittt'tire Plorida. Buildhig Coda, i 6juding the HIgbVelookyBuTloane Zone.--' DESCRI(1'TION: Swics ITT 701/720/820" Aluininuni Fixed NVindow - L.M.1, AYPROVALAOCUMIR1+IT: Drawing No.1VYD-720-iiz(l.j., titled ";Faxed Window Thstallation Guidelines'; sheots 1 through 11 of 11, dated 09/1 Zip, with revision 13 dated 05105116, pidpared by manufacturer, sighed and sealed by Anthony Lynn MOW; i'1 ., bearing the Miami -Dade County Product Control Revision sttiinp with the Mdoe of Atieepfturce .ntr%bpa• and expiration date by the Miami -Dade County Product Contr61 Section, MISSILE 14WAGT RATMG: Large a4 Swall.Missile Impact Rcsigau( LABELING: Each unit shall bear a pef nauent label with the manufacturers name or logo, city, state, model/series, and followhlg stateirient; :"IYliami-Dade County Product Control Approved", unless otherwise noted horoin. PX, NRWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildlug code negatively affectlug the perfonnaace of tbis product, T-AMM-ATIOX of this NOA will occur after -the -expiration date or if there has been a xevislon orchange in theiterials; use,a/pr iriailt�fa¢tr►te the proarlat or probes, fidisuse of this N0. asu 8hdoiselnent Hof ogy Iproduoi, 'foilsales, Advertising o}� any otlier putposes'slia�l automatically temikate this NOA. Failure' top mplyVith-4hy section ofthis N'OEj sliall be eanseforterpiinatiori gndremoval ofNOA. Ab`4 $I`](5M, iK; 'moo NOA AWnbl6t (ireaetieti by the tiv6rtl3 tis:rii Ddde County, Flb4da, and follov"red by the expi;'anon date may be displayed irl udVeltisir}g iitsl'tttuie. I£ ariy poi#%iii� of the NOA is displayed, •th& it:sIm be done ih its, entirety. RMMDO'TIOX:.A, copy of 116. entire NSA shall be p)•ovided to, the user by the 3AM fabtureil or its distr'ibt�tors �t1d shall be availatla for Inspection aE the job siie at #]re ri:rluest of the i3pilaing O#£iaial, Tliis I�Ta A r evises NOA# 7$-U528.2b ahil: cocsis(s o .thissrpg8@4..and dAdencoTages P1, -2 and.L-3, as well as nkprovai documentme7ntxaned above. r;, The subi ilde( .Ammentation was reviewed by-llxaA j gf a ,.•3,_i V NOANo..16009M1 ' MI DE1DG couNTY ` xpiratloa Date: Febxiiiiky v *19: q k ; ApproyalDgi(e: August04,2016: .Y oI 7. '1! File Copy PGT lndustrlesjnc. NOTICE 0FACCEPTANCE.- EVOEWCFSUBAUTTEM A. D"WIXGS 1. Maridaqtuw's die drawings and seotions- (Submided iozelej, XOA No. 03-1105-, 01) 2. Dxawing No. MD-720420-t titled "Fixed -Window. Installation GWdolines", sheets I flwojigh it of 11, dated 04/12/13, with revision. B datod 05105116, prepared by manufacturer, digaod and sealed by Anthony Lynn, Millerj E. D. TESTS JL. Prass.iire.Test; LoadihgpptFBC, TA82d2r94 2)'L.grg@,Ms4e 7 npaqt Test per FBC, TM 20 1 -94 3) Cyclic Wind Pressure 'Loading p6r FBC, TAS 203-94 along with marked -up. ftwings and iwtallation diagtam of a PVC sliding glass door, a PVC fmcd window and an aluminum sliding glassi door., using., 480 TPS SPACQr System, SUper'S p4der NTT x spkbr system and XL EdgdTm spacer system at insulated glass, prepared by Fenestration TqAffig tabotatoty, Inc., Test Reports No. TTL--8717, FTL - .9968 and FT.L!..8970, dated 11116115, -06/07/16 acid 0�/02716 respectively, all signed grid sealed;by ItTabnis bi'tega, P.�. 2. Test reports on: 1) Air'hifiltration Test per FBC; TAS 202*r94 Uniform Static Air Fr6,ssure. Test, Loading per FBC, TAB:�02-94 3) Watek Resista=6 Test., p" FBC, TAS 202-94 m .4). Large Missile Impact Test per FBC, TAS 201-94 -�t . 5) Cyclic Wind TiesWt6 Loading per FBC_, TAS 203-94 6) Forced Entry Teo, per FBC 2411.3.2.1, and TAS 202-94 along with marled -up drawings and installation diagram of an aluminwm fik6d wifidow, prepared by Fenestration Testing Laboratory, Inc, Test Report No.� FTL-;7212, dated. 03121/13, signed and sealed by Mara D. Brinson, P.R. (,Submitted andeF NOA Xa. 13-0502-03) 3. Test reports bn: 1) An- In Oration Test, per FBC, TAS 2.02-94 2) Uhffbrn Static Air Pres=6 Test, Loading per. FBC, TA8 202-N - WktorReslstapoe Test, per TAS 202-.!04 4) Large Missile Impact Test per FB-Cj TAS 201-9.4 5) Cyclic W1n4 Prmpre.10adhig p& 11do TAS 263-94 along with marked --up d-tawings and installation diagani. of -an aluminum fixed window, pxebared by -Feftestrdtion Testing Laborgt6ty., Ific., Tea Reports N.0'. 4OW 07/1-9/03 ?.md 67M.1/0*0 ibspqotivtly; all signed and sealed by. Josepli C. Chan,PgH, (90milted widep ArOA N& 03-1105. 0.1) 11�an elrelez,k.rf. Z-1 Vrodije. Co trial'i, anuppr NOA. -0629114 j - . rionk'a-i-ig vig .7 AppyovalDale; Avgut 64,1016 X!GT Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE 8 iTTED C, CALCULATIONS I. Anchor verification calculations and 8ftuctural analysis, complying with 1"BC-9til . y manufactures; signed and sealed by F,ditioupoi4),dat�.do5/20/`.15,p):Oparedb Anthoftylynn M11kr, P.R. (Submfiled under p-revious NOA Nb. 1,5-0528."26) 2: e.1azing.Qbmp1ie0)ftA8TM.E 1300-09 -3D. QUALITY ASSURANCE I' I,fia-mi-)Dqde Depatiment 0T.Rogulatory and Economic Resources (P-PR). E. MATEPJALCERTMCATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Xuraray Ameiic!a, Inc, fox their 1%ura)r# Rtttkefte.@ PVB Glass Inteflayer" dat6d 04/25/15, expiring on 12111116. 2. Notice ofAceeptghce No. 14-016-11 issuod to JWaray.Aweflqa; 14c. fot their `Wkraray SvntryGlas@ (Clear and Whitt) Glass Interlayers" dated 06/25[15, 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following, @L) ASTM C864 Specificatibil for Dense Elastoffelic Cojnptossion Seal Gaskets, Sotllk B-- o-oks, and Spacers with Option 11 exceptions.' b) AS�,Ulj . 412 Standard Test Methods for VulcanizOd Rubber and T�64hoplastic Eladonieis—Tension. of 1600 PSI, c) ASTMDI` 95B Test Methods for Rubber Property —Compression Stet for 22 I -IRS d) ASTM r) 624 Test Method fox Tear Strength of Conventional VuldqnizedRubbpr and Thermoplastir, Blastomers of 143 lb/ in. W, e.0`1 F dn't or. il'A t fi-Ation bate.- Vebi x0rngi 19, 26!9 ApproVAI bAfe: August 04� 2616 PGT industries, Inc. NOTICE OF ACCEPTANCE:. - EVIDENCE SUBMITTED) F. STATEYMNTS 2 1. Statement letter of conformance,0014plyijig vAth FBC-51 Edition ( 014)'d. at d May 20? 2015, issued bymanufactbrer, sigficd avid sealed by Anthony Lynn Miller, P.E. e qUbjnifted 1Vo..15-0529.26) 24 statement letter of financial4Q-interest, dated May 20, 2015, issued by —manufacturer, signed and seated by Anthony Lynn. Mille,. Pam. (SlIbInitted rtjjder previous NOA No. 15-0528.26) 3. "Laboratory compliance letter for Test Report.No. FT-L-:7212, dated 03/21113, signed and sealed. by, Marlin 1). Bx6dnJPtF-- (Submitted rpurepmvfous NOA No. 13-0502-03) 4. Laboratory domplianc'e letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/95 respectively, all signed and s . jed'1 'Y logOph m C. chP.B. (Subinifted tinder NOA N& 03,41105. 01) 5. Prdvos.gjIo' 16-0125 isskiedbythe Product Control Section, dated MaXqll 09,2016, sigfip4 'by tshaq Chanda, P.E. G. 0 Tw, P19 1. Notice of Acceptance No, 15-0528.26, issued to PGT Industries for their Series "PW- 701Y7201820" Aluminum Fixed Window— L.M.I. appro-vect on 07/09115 and expiring on J. NOA N6 B:.kpirat1d;iDAe:: Febtanty 19,2019 -Appraval-DAM. Aug.ust-04, 2016. GEtyEEtALsNOTES: SERIES 72018211 1MPA-RESISTANTFIXED_W FIDOW, 1)7HIS'PRODUCTPIAS BEE!•}DESIGNED &,7F,STP TO COMPLY Wf1'H'THE.REOU0ENI 4T.c._{iFTHE FLORIDA BUILDING•CODi�;INCLUDINGTHE'HIGHVa-i` d1TY HORRICANE ZONE ji1vHZ). 2j5HUTTERSAR NOTREQU1R®WHENUSEDIN WIND->TORyEDEBRIS[tEG[ONBi.FORWSU[ATED GLASS •_ . INSTf4:tAt,bNtP0d Z'*lR'tHEflVMT OUTB6ARD UTE(OAR)'MUST-TEMPERED: 33 FORMASONP•Y APPUCAMONS IN MLAW-DADECOUNTY; USE ONLY MIAMI•DADE COUNTYAPPROVED MASONRY ANCHdRS.,MTATERIALS USED. F. BRANCHOR EVALUATIONS VtRE&OUTHEM PINE, A'STM1L CONCREEE MASONRY. UNITSAND.CONORETE,WTniUN. KSI PERANCHORTYFE. 4): ALLWOOD.BUCKS:LESST)i14hT1_FTTHIC3CAREXOBE CONSIDERED 1X:WSTALIATION6,-M.WOOD BUCKS ARE,_ -OPTIONAL IFUNIT.ISJNSTALLED DIREC7LYT0 SUBVIRATE WOOD BUCKS DEPI=D•AS2)CARE S--jn'H1OKOR- GREATER.IXAND•2XBUCKS [VNTFN VSEIT15TiALLBE OESIONED:TO PROPERLY-TRANBFr'R• COADSTOTHE .STRUCTURE.' WODCI duOSC:DESIGt[ A7JD:INSTAUATTON I5• THERESPC"IBIL{TY.OFT.kiEENGINEER2.[EGR).OR AROHITECT OFRECORD, CAOR)_ .--S) WA '114 SHIMSAREREQL19ZM:ATEACHFNCHOR, LOCATION WHEiE•'IHEFRORUC7ISNOT FLUSH TOTHE .SUBSTRATE,UM',�9HIM5QAPAH� OF TRANSFERRING• APPLIED LOADS: WOOD BOOKS; R1(OTHERS..MUSTEE SUFFICIENTkY;ANCHORED;TO'RESis.rCoAOS.IMPOSED ON 7HFM3Y711EWI0DW. 7) DEGJGN PRESSURES: X NEGA`TTYE•DEsIGNJAADS RASED ON SRtUCiS)RALICYCLE TEST'PAESSUREpFR MEANALYSISAND'OLASS,PERASTM E1306 B, poSRIVE DESIGN LOA[f.5;(i).LSED ON WATER•TES7.' PRESSURE;SLRUCT(J&W'..&CEE_.tM_ PRESSURE;FRAME ANALYSIS' AND:GL•ASS#ERASTM E7300. &rTHEANCHORAGE METHODS SHOWN AAv-BEEN DESIGNEDTO'RESISTT}}EWINGLOADS CORRESPONDIN3 70'THE;IiEQVB;ED DEBIGli etasSURE:THE33.10ASTRESS INC RE116S,Hl.S.NOT,BF.EN:WSED INYHEDESIGN'OFTHIS PRODUCT: THE'1,.8 LDA11DURATION-FACTORWAS USED FOR THE EVAI:VA?IpWOF• ANCH.ORS:INTO WOOD.ANCHOR57FO;T =ME INTO CC?NTACTSJ0I.DISSIMOL*M;}TERIALS -OFTHE FLORIDA BUILDING-po E FOR CORROSHALLMEErIHE OM RESISTANCE, B) REFERENCES;.7EST REPORTS EM-3835.3850 &7212 EL.ro NOlA1ANSUAF&PA. NDS FOR.WVb&l :CANSTRUCTICN ANIQALUMNJMDEMGN MMUAL, 10)1HE 720 SERIESIISE&A PVB'lNTERLA"- -.,THE 820 SERIES'USESAILSG INTERLAYER.TNE;72DmD9➢A.SFR)ES MA'friTSO BEREFERRED'AS7. H5.7D1 SERIFS. 6` MAX l •2014:FLORIDA BUILDING CODE(FBC)i 5TH EDITION pESIGNJ'REBSI'1AE RA7lNG IMPACT RATING oASTM E130409 o'ANSUAF&PA NDS-2012 FOR WOOD C0NS7HUDflaN •VARIES, RATEDFOR LARGE &SMALL LU • MINUMDESIGN MANUAL, AOM2010 SEE SHEETS:ZS ' MISSILETMPACTRE-ANE •AISISIQO-071S2-2010. , 49'TtI? TO=TIP WIDTH• • 4TBlJCKWCo1H' dtrBUiiCWW7H 48"SUCKWIDiH " '44.1J4VISIBLE F _ 45-1/4-VislBLE L 41/ti'VIBI6{,E LIGHT WIDTH LlGl1r WIDTHTMA7S. ! LIGHT WID7)i 16,-SHEETT F. SHEETB ' I - S, SHEETB�; SHEE78 1 I A 115' �C ) C £ ET SHEETS I E,SHEB i SHEETB BUCIC SHEET7 i SNEET7 9G" G,SHFV.a G. MEETS. RGHT N1 BUCK L I HEIGHT SIBLE 12-MAXI / 83.1/4' I VIA VISIBLE j LIGHT O.G r I / V15lBLE' S'MAx I / LIGHH HEIGHT �• "� I / UGHT O:C. HEIGHT / 'NEIG}LT _ 1 SG' 71P=r0 7 i i BUCK • IP HEIGHT �• HEIGHT i I-��-{!- 1+13•-+{ �•+'- 12"MAX. O.C. C J I L:D'-'►{ �+-- 12'MAX,O,C. 2 M. Ht SHEEP9 SH= MAX ( SHEET s Mi1X'a.G TYP; FLANGED FRAME TYP_ EQUAL -LEG FRAME T,YP. FIN•FRAMEELEVATION ELEVATION (TESTED U_Nra ELEVATION (TESTED UNIT). (.TESTED UNITT FIGURE 1: I i2'O. J SHAPES AS SHOWN BELOW OASIMILAR:MfiYBEL1SED••$YINSCRIBING THE SHAPEINABLOCK MAX, ANODMWNNG DESIGNpREBSUAESF.aR.THAT BLACK SREFR6m T*-.F6BLFSONSREETS2S. ANCHORSPACING•TO BE V MAX. FROM CORNERSAND 12' O,C.MAX FOR ALL CURVERFRAME MEMBERS, SESFIGURE 1, THISSREE , 12-a.C. / )-.-WIDTH--1 I- WIDTH --•{ I-^ WI67H -{ MAX - i •-WIDTH --�• I-WPTH-- =--i F-vnD7H-I WIDTH•--i F-.-.vnm�{ I T ±L , I- ;Vlp'0{ -) f• _6vID7H•-"C 17 YVIDTH { I•- VtOTH --1 s� WI al L9 •"SG•r'M W!tkY..'SFNTRYGIAB INTERLAYEM:BYRURARAYAMERICA, INC._ = z I = I I Y ,Pvw=`KURARAYBUTACr7EC1PV81NTERLAYER".BYKURARAY•AMERICAINC �• S ) .1YPo Deacdp8on Sheet 1 7176'Imnl /16`M-.090'.PVB+3I1a HS) 2 2 . 7118` tmnl. C HS..O9C PV.B -.31TC HS . 4 3 7LI6'Lafa1 IGL3116-T.=7MG AV-3116'An-.89CPV8-9If8'HS 3 a i-1If6.'LDtifL 1G'(3liGT-7l6-A1r-3716'HS-�90'PVB-3T1h'HS) 3 S. !TB'IAIN' .T6'•A11+,09Q•SG-3116-JN 4 :8• 7LTfi•LZMIMJ6-HS ».090•SG-31ifi' 4• •7 t-L16'Lpml lG B''T-•711B'Alr-317C AR-.a9a•SG-3/1Fi An 5 B 1-1l16• LlG(408"T-71i6'AU-16-HS.:096'SG-3116-HS 5 U c9 X D] c co r 0s� area O N. a; co W D-� m ❑ Z <N R z.u. � ti r � .,.a,a ❑ U V X C o n WZ O� ,COa. .1 'x ~o ? B3 O Cry : ua � 00 w 0 z D:z r Q a LL. 3 O J � Q W Cf anays z co U) M O O Z < ❑ = alw'S Ir 2 Q W NN U Z Lu [L a aG1 �d :ava ........... •- a J: n•I l n;T A. LYNN MILLER, P.E. P2.1; %705 V. <J,� 1 Wmdow 13estgR P2Ssum.(4,1-,pS�forG1zss Types .Lmo Stee hd). U7.718 1 72 76. v 80 'lib 92 98• I 100. 1114 10,112 30 +b80 •+F.80 +140 1. +1-W +lsa +!•80 +)-So. tf80. +/.80 +1-80 +1-00 -32 •1.80 +I80 +/.80 1 +F80 4145D 48D' +140 +/.B +1- +/80 +1-80 tf•80- +1-80 _ +1,80_ _ Y!-8�._ _.sf•8D, - --+1.80.- .__r S0_ _ �1-T9.8: 38 .+l20 +T•80.- - >I.80-:- - -BO H•80 .140 +J79:7 "+177.2' ' +h751 +.73A M 2 _ 38 +1-80 1 +/-80 +1410- W-80 +I80 W-78.1 .f752 +1.725 +1.70,3' 1585 +1-63:3 40 .1.80 +1.80 1.80 • •+779:8 1.7ZZ +(74- +1- 3 +f43 -9 47r& - •!•&i.< •f-67.6 42 +he0 +1.80 •'C80 4{77.4 +1743• -+P713. -+1:673.2 'M-&L7• •-+1814 .H39b +11113- ' 44 +1-ao . +1-e0' +• -+/-753 '+Prr.4 +J-T21 M.68S- N 8 +I.522 +f59.7 NSfS .+7-W +1.80: +N77:2: =+1-73:6. -4-70A +6668 +1W 1.603 +157.7 v ' 48' +f30 +!•79.3• +F70.6- • 1719 • +J458.3. 9 181.5 -F582 50 +l80• +Id/.5• +7.74:1 +/7D3 +14MT +/4a 1. 1.59.7 $ 62 +1.721. +!.Tale• +7?Z4 18s9 .1,65-1 +1.8t5 .0 64 +,77.4• +173;8 +1705 -7-uz +14RL 50. ..1-7fi0- +J72 +.68.6 +1.65.3 56 +f 74.2 +170.3' +b869 Ito +f 727 3189:7 +1$1i• 6-2 64 +! 'P!•85.5 I 66 +/-663 677/8 +f=6J T/1SLAMINA7M GLASS SrACK /- .-- .- �3116•ANNEAL£D'GEI 4. C USEDATCIJRVE70 ' FRAME MEMBERS ONiCR 29 OD IWW O.C. M -F V i) Bf1CK' DIM04$IbNSSHb'&N. FOR FLANGE6 WINDOWS,'SUBTRACT 1° FROM THETIP-w-TIP o1MENSIONTO DETEWNETHESUCK0IMENSION, 2) FOR STtPS NOTSHOWN; ROUNDUP''f0'RiHk1ElfLAVAILABLESHOftTOR LONG DIMENSION. 4) FORJ4RCH(TEO7URALlA714D01N5�; F1N0•TNE'SMALL'ESYWINDOWSIZE IN 714�TABLE ABOVEWHICH THE O% ALL DIMENSIONS COMPLETELY FIT MHM Wihdew:-Pes gp P.Icssure W-, psf)forGlasS'Lype 3 J m95idB(6) ff-W- .72. 75 60• V 88 62 -96 1 100 104 -19942 '30 •1.80. +1-90 +Ilea +f�• +Izo'. 41.80 .1:8D 480 +140 •1.80 +I80 32 - h80 M-BD: - +1.80 +1430 •+/-00� +1.80 M.80, +180 +1.88 +/ +1-0 34'. +18D t -80 +1.80 +1-80 7186• +18D +1.W +1.80 140 -Pao +1.80 36' +180 N.80 +/40 +1.80 •+fsD. +FeD +1.80 +/A0 +140 +1.80• 41-80 38• •+1-so +I.80:• +40 F80: 4180 •1:0 T +1:8D +179.4 +1.78,4 .,1.74.3 40. +Pao +180•. •r1.80 W-60. 4f80. 11MD +1.80 +f.7&7 .1.73.5 +1709 +1.69 A2• .140 */B0. +-80 ' +-80' +I.80 +/•so, +1-77 +1.73,1 +ISAB• +1.8e9 rl•E5.2 44 0 WAD '+7.80 41•eo .1.80 n1430. 44.77..3 +J74: .1703 +187.5. +183.9 46.- -Pao. +F80 41.60 +RD '-OP79.2 +1-7S4 '.+1713 WZ&1 N-611- 0 48 .+/4TD. +h80' +1.80 W-80• +A77r2 +143.3 4789. +157.49• �' `54 +r•80. :th80 .1-30 *149.41 +L753• +171.3 :+1.87.5 .. -52 41.eo-- --+l410'- +L'80- +7.77.7- +G73S +4.89.5 N 54 4140. '+1.80 +1.79.6 - +47e'-- -' W." ..0--60.-_ ,+141.0' . Q,77.5. - +1 68' +18o +179.4 •75A - •.00 11,80 +177:6 , -7&5 82 +1-60• +1-75.8 84 +1• &8 43.74• 6' +1-77.2 67.718 ' +J-74.9 ' I .090° PVS INTERLAYER. Olt.fi° HEATSTFiEl1GTHENED GLA53. GLASS BITE LONGSIDP' ! T - SSMS sloe 13' GLASS TYPE I }•�-- LANGSIDE -� 1.1/16 NDM. GLASS'STACK 3116-TEMPERED GLASS , USEDATCURYM FRAME MEMBERS ONLY- C 1!•7/8� ac. MAX NSD7MENSIONS sftbvYN,F,ORFLANGED-WINDOUIIS, SU67RAOT 1°fROM71iETIPTO T1P OfMENS10NT0 OErERMtNETHE9UCKDIMEN510N. 2)'FOKST S TZES NOHOWN:ROUND•.UP TO•TyEiNE)tl'11VAMBIE,64JOW .bR.LONG•DIMENSION. •3)FORAROFUTE=f?ALWINDOW55FINDTF1ESNftLEST.WINDOWSr71_'lNtkETABLFMOVE VHICS HE•OVERALLDIMENSIONSCOMPLETELYFrrWRHOY.- \♦r SRORT jj SIDE. TABLE DIMENSIONS MAYBE ORIENTE0VERTICAIRY OR HORMONTAL LY.•AS.SHOWN. 7l16• LAMINATED GLASS -MOOR 3TRFNT SHORT •STRENGTHENED GCA9S S= 3116"'ANNEALED CLASS Q90"i?M3. INbITMU-AYER 5/6' , SII GLASSSTfE- 7 13. SHORT SIDE GLASS TYPE 3 . M' v m c Oco T Nap0 O N N a � a-, mM c Z 1,,6 z u r T• v.2 w UROI Z x a Q. W TO Y r• n� �O O rn r F LU 4 O � O � z_ w � Talus a 0 � F zLU m z =+==5 u D � 13- Z N w JU (7 chit n 4 JU x w mas 1i a N1 A. LYNN NILLFR, PE. PE.1F53703 4 VYrtdow Design Pressure (+I, psf lhr Glass Types 2 &b Loco _ _ 67 7/8 • - -72 -' -- 76 1 BD .84 1 +88v .92 - 98 - 100- 104 --.) -109.'JZ - _ 112 110 120 1 124. 1n 132 '135 10 14q _ _ .30. +1s0 • +1A0 +AID +1.80 1$D; I •+l-M - .+l.80• +I.80• 1 +I$D +1$0 1 +1.80' +MD M.BD I »I.BD I +l-W &I-B0 +1$0 +1 .+1.80 +I 32' *.SD. +fAO +FSD .+I-0D. +1$0 • -h180- .. _ +r.80:. .. + $ -._ ...NAD _ . , D-41.-4f$D.: - ?f=d0:. +1$0 +/$0 +I-m +1-w +I.80 +I.W. .+m :34. .. +!$0 +7$0 +1$0 +I$D' 1 +1$0• +/.80 +f$0 WAD +1.W -J-08 ._ !1.80 I -H.80 +1$D +.80 WAD 36 .+I.BD•. +/-BO .80 +t.80 +h80 +'1.80. 'N$0• +1 +1.80 +140 +f-80 N$D 1.80• ?!$D +1.80 +rm 38 +IUD +f$0 »h80 1$0 +150 1 ?1$7 1.w ?1-80 +1$0 +1$0 +J-00 +1$D +1.80 .1-80 0• +f$D 41-80 *l.80 ♦l-W +:80 .+I ao +1$0, +1.80 +1-60 W-80 +1-80 +I -BD 42 '1.60- +!.$D• $D +1.00 +1$D +1-80 1$0 R-80. +ma 41$0 +Peo 44 +1$0 N-80 +I-80 +1.80 H-80 +1.80 M$0' '+1.60 +1.80 +J-8 �'. '46' 71-40 *140. 1.80 +I-w -+1-8D +!$0• • 1-00 +1$0 +Pea " +b 48 '+!$0 +!$D• I.M.+ ?I$0 +1-s- 4 -a -i-w +!$0. 5D. +l$0- +f4i0. +1-80 ti 42' +!$0 *fza: -/-we till- +f-60 +1-79.1 54 +I-80' 41-60- w-w N 1-78.8 58 60 +l$d +f$0 #1=793 67. 68 M$D 87-718 7116' LANBNATED' - • GLASS. STACK 3136' HEAT S171MGTHENED'G[ASS 11SED�AT 6UftyER FRAME;MENIBERSONLV 29• p11a1a:•oaMAx - ROM•7HKMP TO-7)RDIMENSIONT0 DMRMINETHE BUCK DIMENSION. OR4.ONGDIME!•'SION. INTm T- A9LE'ABOVE WWCH-NF owRALLorrdENwoN5 COM?LEIELY Fir WITHW- • TABLE;OIMENSIONS MAYBE 7116" LAMINATED ORMCMD'VERTICALLY OR '-' GLASS STACK I RORIZONTALLYAS SHOWN.• �-Zf16° HEAT MEN GiHWED GGLASS LONG -3116'HEAT STRENGR'1�ED.GLA55 I..� LONG SIDE SIDE -090'PV9INWRLAYER •a- 1 SHORT SIDE �% • SHORT _ Sb - SIDE � Gtafiserrs ;r I r•--• LONG SIDE f3 - GLJISSTYPE•2. GLAS3•TYPE 4 gSiF y $IDLONG p f� E .L $HOFtT SID.. 1.1116' Non GLlS8S7ACK I , I -•-{I '.0901INDIRM"YER XISITWERED GLASS 3r18".HEAT STRENGSHENEDGLASS 7116'AIR6PA0E USED -AT -CURVED FRAYtENIEMBERSONLY 29 GLASSBDE.__ ___.Lu1y1-7!$'D.C. MAX.. ' -• ..... .SM RICR 1,71 W 7 c9 t� v Wo m -Ij C °I00 tto O o w N M 0o N I. W O. -1: N z l' ,o T1' z 1 Ag a "-.- UW t�j X o o 1" CD LO 1� > p 0 m �z dz . O a r J J � M h O m O n-vs di ?}nz co @ f2 z Z > 0_ Iw5 CD r, c x 4i n XLYNN eBLLEf1 P.E. P.eXSW06 X -:WiDdovt-Design PressuK(a�%;P�f)f6wGtassiype-5 -- - -- --- '"'" - -- -- 'Lm09da,On) .'S1718 ---- m . _-•76- - Be -. .. 9t ss 100 104• •1D9aJ2- 30 +90I-125.4 .+90/ 12D +901•�15:5..F9W1113: vgw_1085 +Sol.100. +90!•1045. �W.1015 +9041025. +90!•1C0,7 + sty S7.9 32 +90Y-1169' +90G1146 *9 .101V +9af;lolE +0MT .+90fSi7: +90J5Z3 1901•90.5 +90I.9013 O.W.9 +149 34 +901.1083 +901403 ! F Ma +wNsM +=.91.8 +1�fl2. rRcA. +1.81.5' +1�0.1 rf-79_B +f m:4 36 /101002.6 •+90'•97.1. +90692a• +6899 +1.826 x•l-797 . HTl2 +f76.1 +173A +!•TL2 30 ••9N•98A +90/t922: +146:7 •18T2 N•80-7 41.7$1 _+175,2 +I72G +1-003 +14as N•68.3 40. +30154.5 +14B-L +1.826. +1-79.8 4f77.2 '+f•743 ''+1713' +1.67.9• +145.1 +/.=4 +L8t-8 42 +901-na +7.817• W 80-Y, +1-77.4 +J•74.3 +7.71,3 iJ•86:2' +f•65.7 il$1,6 • +1398 +1592 A4 +1.8&3 +1.87A +H7$9t +1.7S:A +1721 W-BB.9 . klS61U W.822• W b9.T +/b7.5 . 66: 4/45.4 +J•rD.B. +/ 77:2' +7•TS.fi- +14EVI W:Gff d +743.5 +140.3 +1SI.7 49 +1427 •+179,3 a -7 0. a1715 W88.0 W-64S H•61.& WS$2 C SD . +1-B0.9 +F7J3' Al-74.T +/• 3- +14$7 'man•f59.7• • 52' +f-79.1 +1.736 +1724 414a8• +/•&11 '+I.b15 H 54 +/77:4 '+r-736 +!•71L& •1bn +1S36 58 +J.76:0 +1.72 +/48.6 74152 58 +1.742 +! 70.3 .60• +1.72.7. W-68.7 +145 .+T712 +W.1 61 +b69:7 W45.5 ' 65. +f-68:3 61-Tl8 '-.NU . 7/16' LAAiINA7ED GLASS STACK - .09VSG INTERLAYER 31t 6` ANNEAI.EO: GLASS ' 3116•ANNEALEDGL' .^SUS USED AT CURVED FRAME MEMBERS ONLY 19 rig. - (N11.7/0'0.O:MAX. GLASS�BrrE F-.- LONG -SIDE -s 1-3 EXT�ELR.I,OR .I SHORT 31DE �,• ter' 26• v- 13 GLASS TYPE 5 -+-- LONG SIDE NV 4bJ: ] BUCKDIMENSIONS SHOW FOR%FL'ANGERWII.1DOiN5,.SU8TRACi'TFRCIMTHE'f1R-TO-l1PDIM3.13101VTODETERMINEiHE BUCK DIMENSION. .SHOFLT ,y 2)F017.SVES,No7SHOWN:ROUND UPT07HENEKfAVAO:ABLESHORT•QR'LONGDIME�IDA SICE Jl' 3TFORJAbHITECNRA'LMDOINS,FWDTH, SMAL'L1:STiNIN00W-SM2INTHET;A3LEAB•O'i-.MCHTHEOVMV"DIMENSIONSCOMPLETELYF7TW(THIN, d d)•THIS SIiEEiAPP�J'cS;t)NLYTOFLf+NGEAND EOUAGLGYtNNDOWS:DONO7tl9EVJi17i F1N-FRAMED W{NDOV15. J-_ ,Window Design Pressure (+,L, psf)iorGlass Type 7 LCi9 Side ON 67418 72 78 8a 84 :88 3 95 100' 104 109-1f2 .i9f1l13D +9af-030 +91N.130. +90Jt26� +Mf.W.6 +9CV]19.8 .*90611&1 +9W.147 +68h11&B 4BU-1177 +98'-1099 -490!•130 +97425;1^ 418:9 +90•714.0. +90f•S7]S. +201.1981 � W-104337 +90F1024 -%DZ 4=401A +SV•99.7 +90J-WA' +90l415;4 +901117.7 +S[Y-10 4 +9W-103.8 +8 ,°.9: W.953 +9DfAR.T +9W.90.6• 7.90 H-59.8 +90f418 .+90•-1a9:8 +901.404.8 +s(mc0.5 -r901.9fis +sat-93,3 ' +J.90 +1$7,3 +1s4:9' +1-B2:3 +!-BLZ J-40 +901:1112 +90'4042 +80f-97.9 -+S0r+94.'1.90h9t1 +1$82• •I.8.4.9 •+J•81:9 ,+1.79.4 +!78A +!•743 +'901`710 -+90F89.0' -+90fS3:i .+9E5A1- -+I472- --+1.84•-- +1 _Ml +77d7 • •735' N- 09.+9Df-103:2 •90f.95.7. +9ar 912. _ +1-87.4 - --+1.84- --H4a.6 +177 / 7.1_ . N89.8 +1-88-97A. +7ka• 3174.7 -- +1.70.3 .+1476 -. +143.9+90f•985 +9d=91.3 .+1472•+J-.•+17i4' +A71:7 +143M +1-0&1 +9a1.93.5' +149.6 +/ `h .-14n2 Z 7- •J•73.3+J•89:5 +Jd5;8 +501.91t4. +1437.3 +J_MT +7.794 :i-75.3• . M•77,3 +1.67.5 +J-89A. 414 A +F$LS +17TJ'- •+/•73,5 4f499 vi. 54 +J475 +/43i4' +179.6 +1.76 41-71.8 58 l466• *141A +1•T7S+lZ3.8 Be, J41a8i -+l7S:4 +145.4 60 62 +1.804 +145;8. ' 61 417" .. 66 +1 T72 .67.718, +1-74c9 I TABLE DIMENSIONS. WAY SE ORI ,gW-VERT)CALLX PR HOR70NTALLY AS SHOWN: 7.7Jt6'NOM, ,,,• GLASS STACK I 7H6't 1y J STACR GCA55 STACK -+-� SHORT 3l16' 7EMPFhFD GLASS 3116'ANNEALEO GLASS- SIDE 3h6'JNYFIEALEO GLASS 7118'AIRSPACE ,.090'SGINMRI:4ER- S. . USED AT CURVED -' Val LONG SIDE FRAME MEMBERS ONLY. 29 C9111-78 o.c_MA)C GLASSBTTE 1-3 EXTERIOR •t3• �. a 21 • `I SHORT •�, ' 1 'SIDE GLASS TYPE 7 BUCK DIMENSION. NS COMPLETELY FITWITHIN. ALYNN MIt1 F� Pe P.Ei158f05 4 nm WmdowDesignPTessum(+7-;pM)forGiass Ijpes6E8 LM9 S de In .�D6 7Y 76 9D 54 88 92 1 S5 100 104 109.112 112 116 120 124 1. 128• 122 126 _e901+130' 140 144 30 r90F1w I +90!•130 +9pC-130. +SN-130 +0.73D• +samsa. +90f-030 +0.130 .e901•T30 r901130 r901-130 .901-130 +SW-130. r90420 -+9014301 -901430 70-1 D +901.130 +9N-120 32 t90!• 30: +90t136 t901130 +S01.130a +901. 30 +9W730 +90f 130 . -+901-130 k90f-130 +90L730 +90f.130 r901-73D s90f430 r901-130 r901.190 r9Df130 +901.130 •r99f•790 r901•130 34 s901130 MOC•T30 n907130 +90f•730 +901130, t90f-130. +g01.130 - 90MSD +901120 +301-1 + 0f-130 -Hmr-130 •901.120 +901.130 +901130 !901.T30 +901-13P 36 '4901.130. +901130 *SW, - +90J>15. +90f-130' r9D'-130'• +9N-130: +90b130 +SW-= -190F130 • 4901.130 +90h730 +901-130 +90F130 +9Ph13D -1901.130 38 +90l130 '+SW-lZD +90µ130 +901.130 +901-130 +90t•130 +901-130 +9P1-130 +901.130 r901.77A +90/-790 .901-190 •90/ 1292 +90f-127.3 40. +9P1130 •r9%7W. '+9DI730 +901•'13D +901130 +907.730 +•901-130•. »90.73D +5011� +90'•12$8 •901-1732 t90/dZL 42 +901.130' 001-130 +901.130 r901-130 +901.13D. ' +90r130 r90t130". +901-129:3 +9N--- r90'-119.7 +tS01-17S.i 44 +S01.1sa• +90f--13D. .+901.730 +BDt-73D +90113D. ±W-130 +90f t30: +90�124:6 r9C!1194 +9Df�115 S 46 7-WI130• .;96a 0" •+50113D +901.130. +9 -130 +901-130 aW-120.9 +90F.120.5 1*9W-1T5.3 b 48 -+9011W • +90113D•. +90413D 490113D ';WA130 -129:7 '.+90f" +90'd16S r 50 +90C-130' +907130 +9DA130 +901.13p. +907-1'.0, •9S•]26.2'+8941-119. 62 • -W-130 +901a30. +9D/d90 +90fd90 r901.193 +Sam-125 54 .22, �A +90f--130 •. +8 •73D. '+901.lm +66:67-TH.4 58 +90/-1w; . +90t•120 +9a113D . +:69.41129 58 +901130 t9P 1 . t9omw . 5D +SOA730 +901.130 s64.&129.3 fit +901-130 1 +901130 84 +901-13a r901.730 65 +9Df-130, 67.718. •+90AISD ' THE'Nf? TO -TIP DIMENS10N70 D=--RMINME SUCKDIMENSION. )NGDIMFt4SION. ETABLEABOVE WHICH THE OVERALLDIMENSIONS COMPLETELY FR WITHIN, TABLE DIMENSIONS MAY BE ORIENTEDVERTICP.II.Y OR 11116'NOM. HORIZONTALL•YASSHOWN. 7A 6!LRMWATED CLASS STACK 71'16-LAMINATED LONG GLASSSTACIC � �- I GLASS STACX SIDE .. -. ._----_-'------- -- -- .. - � s�•HEAT•$TRENGTHEN S - _. _w _. GS16E - ._'09D`_SG1PYfERgIYER"------3J15"7EMPEREDGLASS- G _ 11fi HEAT 6TRENGIHE LASS 3.65ib�SG ... .... .... .........._..-.. 3♦i6"'HEAT'S'fREt1'G7k1ENED_GLtiSS,. EfFiF17GTHENED GLASS- ... :. •7!1$--LAIR SPACE - INTERLAYER S HOR7 E2�� d �1 71 5' sloe I ""� SSIODe USED AT CURVED FRAMEHIEM9ERS ONLY , 2B �y USED ATCURVED 610" . .FRAME MW lEESONLY :� 51s' '@'11.7/B;.O.b.MA,X: `GLA659rtE 4'1i.718-.O.C:MAx' ' GLASSBn7- ''f i . i-3. �•+-- LONG.SME --�•� � '4' EXTERIOR EMERIOR' /1-r : ?D• '• 13 try tsln 21 TS SHDRT LONG fir' v- SIDE .SIDE GLASS TYPE 6 GLASS TYPE 8 SHORT .SIDE m ca a z w m a r n w �D O m w 0 to W N O. -1 N , o Z 7L W LL Z 49 VU y o X c w.- o m m 4 mic u o tt O C9 4 z Yz' a:z g W Im O L7 `$ 4 F.. I..qs nco Go Z za VJ_s u. ❑ q C9 yL vaO :oUcS ' '-' DZ'MYDOR•BUOKS[RIP OR•FRAMING,�SEE INSTALLATION INSTALLATION -�-TYPE EMBEDMENT DISTANCE I :. � � NOTE2, THIs•sHEEt TYPE-C B INSTALLATION EMBEDMENT 1X W000 t3UCKSTRlPj - — TYPE A MAX SEE NOTE 7.THIS SHEEP EMBEDMENT SHIM SHIM TYP.,ANCHORTYPEjWBiEDMEtdrA.ND EDGE • EDGE D(51'ANCE:PERSUBSTRATE,: DISTANCE EDGE- B SEETABLE B, TH(S'SHEET OtSTANCE { • ! - vi TYP.ANOHOR.TYPE, EMPEOMENTANDEDGE. 0INAT,"RFET �SD"HEE-7E, • S1 SEE7ABLFiBTHISSHFFI' _ 1 20• PRAMEr.CURV DD ONLY •• •" 11 EXTERIOR •t 9•' • '� 11718• O.C. MAX CONrPFlVCMU PER-ANGHOR 4• 11 �_ VLSIBIFUGHCVVfN'i)Cc 5 - •- - REOUIRpNENr WINbOWeUCK WIDTH - 2.3/4` W➢VDOW SUCK WOT)1 . CONCRETE1L71U WIdOOW FXTERIpR TIPTO•T)P WINDOW WIDTH PER'ANCHOR BUCK HEIGFjT: a REQUIREMENT T1a MAX SHIM j-- HORIZONTAL SECTION A A pPTo-TIP J WINDOW- :)25TEEL HEIGHT VISIBLE SEI.F•DF?ILLINGSMS TGR! R R• LIGHT (G5j.SEETABLE HEIGHT•=• TH(S SHEET � WINDOW BUCK HEIGHT= INSTALLATION 2.314' - - - METHOD D - - - - - —=---=----1NSTALLA710N;'ANCHQIL _ ._ ,`'u-w•.,,�-• - - . - uNDERNEH'iJi7HE DRX.Y,.:._•: _.._ • � - �fRIERIT(OR . NAMi-DADEAPPROVED MULLION .(SEESEPERATENOA),A.LUMPNM. 6 STEEL FRAMING ORS)EELSTUD. SEE SUBSTRATE PROPERTIES, TABLE8,THM SHP.ET' 5 MAX -SHIM V lxwooD BucxsTRIP,. ' SEE NOTE2.7Hls'sHEEr An:rAr Mhl. Edso 06gnce- )7hl.Emhedment Max O:C. •Spa6hry '11126r'14410 SS Scmw c-+,FT.•.. P.T. S600a:m Pine (SG=0.55) 8116' 1•.'•7a. 1T AIMMMI .f063.79 mat- 0W 0:09.'Y- ,12 •A36 scoot 3m p.Op•• 12• . Stear5lttl:Gr33min. •31f•• 0.0ar rigGal • 12. _ 1N2o[.1+i Skel Serer!(Gh], P.T.'S64t(»m Rna LSG--Q.55) 9116• 1-wa- 1T AIUMMUM 6003•T6 MIA. :3(0• D.OG1•• Ir A30ska SI6aISpltaGr.33m m .318• Siff A;0®' • 0.1145- (1B-Ge • 12' 1T Ile 410 SS CmIcFlex 11,1 ad CMU,.(ASTM 0600) 211T 1.114•' 12• Commlo (min. 3.35 ksp 1- 1.3l4' 1T Ile Stml UI(ra:an O1n:ro(a.(mtn. Z85 kcl) I. 131d• 17, r•OnCIDt6 (mtn-ZBS zvr 1.3w 12, ill npro CMI . STM G9D) 2r11r "ll r -1 ammd CMU: Tb)l0.90 • 2.1/r 1�314' 12• 5115 Stael Ultneen 'C6nHot6 ksi• 1 1 1+�f4' t2• CMU.(m•N.•3.5 Groalcd A97M DSO) 2-1L4 /2• 5.3/4• 12' lnlnl. VrJ 1{'IRGWJ pcTVIYU Inc MGIAL.Jup,lla,�i G. .EMBEDIOISIVT • AtiCHOfi 1NSTAI.Ll7i6N NOTES: ••• •� ',REQUIRBMRItT 1. USE ONLYANCHORS LISTED ON THIS SHEE7•FOU.OW EfirtBEDMENT ANO EDGE DISTANCEUMRS. I` = 2. WOOD SUCKS DEPICTED ON THIS SHEETAS•tx-,ARE BUCICSWHOSETOTAL7HICKNESS IS LESSTHAN.1-1it". 1X:NGGD BUOKS AR£ INSTALLATION r+— EDGE T?P.ANCHOT.Cr(Pc",EMBEPMENr OPTIONAL, IF UNIT CAN BE INSTALLEOD)RECTLYTO.SOUDCONCFiMWOOnBUCKSDEP1CfEDAS•?7CARE9*TACK'ORGREAIER. DISTANCE ANDEOGE,D=, WC£PER. INSTALL;ATIONTOTHFSUBSrRA7EOFWODD.BUCKSTDBEENGINEEREDBYMERS.ORAS•APPROVED BYAUTHORITY.14AMNG TYPE 8' g6es PATE,•SEEIABLE4 THI55WEET JURISDICTION. I VERTICAL SECTION B-B 3. FORATTACHMENT TO METAL: THE STRUCTJRALMEMSERSHALL BEOFAsmEFO,-PROVIDPFUL1.StiPPORTTO'THE KINDOW FRAMF- 4. IFAPPL.ICABLE• LOWER DESIGN PRESSURE FROM ETIHER W WDOW ORWULL•ION NOAAPPUESTO WHOLE.'SY51TYJl. w co m a II v O Ci O m J] O' ed lu z p N LU T r Zi W -A-0 in (Cll Z 7 ME Fo m• '6N -Dw 15 O li7 b �Z d2 o�i Y >= g IL >L o -z c) o z g 1"`s _t r Z1„s r C, w tZm X kL • 3— tiaVGS• A. LYNN M((LER; P.E. P.E•A5B705 2XWOOD SUCKSTM> INSTALLATION INSTALLATION EDGE _ DISTANCE_ ORFFt NMING•SEE NOTF2,TrI1ssHEET TYPE G TYPE F .FA7EEDNiENTIxwO1=UCKSTRlP. .�` EMBEDMENT SEE NOTE2, THISSHEET INSTALLATION - { �. TYP. ANCHOR TYP.F.EMBEDMENTAND I# TYPE E EMBEDMENT EDGE DISTANCE PER SUBSTRATE, PAGE DOGE $ SEETABLES''THISSHEEr DISTANCE 114' MAX DISTANCE 2 s .2• SHIM _ 4 71(Fr:ANCriOfl.TYpE, EMBEDMENT= EDGE, ! . , DISTA'ICEPERSURS1RAIE, .. 41. .. SESTABLE9.T1(ISSHEET pREPJOR >710R /V'-'-'t �USEDATCURVED •. �. 4 29•.P9I' -MEMBERS ONLY " •r. .- @'1170 O.C, MPX: CONCRETFJCMU f I•- vISIBI,E LIGF(TWIDTH= WWDOW9UOK%MOTH-2�14 PERANCHGR I REQUIREMENT I` WINDOWSUCKWIDTH CONCRETEICMU voDDW BUCK PERANCHOR HORIZONTAL SECTION C-C RE001REMENT' HEIGkT 174° MAK'SHIM iC12STEEL- SELF-0RILUNG,SbdS•--� VISIBLE. (G5),SEEE r TYIISSH3HEET TABLES' .GHT HEI-TiT, .. - BUCK - - - - - .. - - - - - ... -.: ,.f.T INSTALLATION — - _ ._. T'S'R6 •H EXTERIOR V U AMI-DADEAPPROVED MU W ON (SEE SEPERATE NOA),ALUMWUM, STMFRAMWG OR MEL STUD. SEE SUBSTRATEPROPERTIES, ' TABLE'S?HISSHUT - 5 �1f9°MAkSHIM• Ane)ur I Subcirato Min. Edge, Dletonea. Mtn. EmFadmant Max DIM .Spahv- ;_;✓,.�:,- - �12er1:7e 4105S semw P.T. SEEMFine (SG -an 3116- lea, 127 AlumlowiSoS3-T5 m9i, .are- p,pas• 52- •AaSS eat are' 0.053••' 127 Steel Slud,•Gr,33 min. 3IY aAatf, Ita:Ga) ` 12' 912 or#14SLLcl sonw(G5) P:.soLfticm Pllia(SGo:55) 916' 1wa' 1T Aluminum, 5063•TS m4'i.1 A3a steel ale, 31e' 0.1.. 0.0w 1 1T IT Steel SSW. Gr. 03min. W Ga4,71OB GU 1T V4.410 SS CmteF(eY Unamuled CMU,.(ASTM G80) 2•11T• 1•1/4' 12: ConemL-wit.uslisb 1' 1.3/4' IT 1/0 stop) Luken Cenemta m1n.2351c 1- 1.3W 1T COn�to (m n.2a5 ) 2WT 1-wi 12. Uapmulm CMU. (A57TA 080) 8.112" 1 114" 12, GmUtatl_ . (ASTM•C90) 2-1/2' A3pP 72' me steel U(Uacaa Cenamla (mim 3.5 W) 1114' 1011, 1T Gmoled CMU;(ASMO.90) 1 21/2! 1.314• .M12! 'MIN. OF 3 THREADS BEYOND-*MMETALSUBSTRATE, •�q•• 7XVWOD SUOKSTRIP. ` sEENaTE2.*ssHEST CONCRETE PER 6IBEDMI.NT - „ ANCHOR I S ALLATION NOTES E • '^_ ~�,.• • • REQUIREMENT 1: USE ONLY -ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEOMENTANO EDGF-DISTANCEUMITS: • ` >. • •' •'r 2. WOOD SUCKS DEPICTED ON THIS SHEET IS'1X). ARE BUCKS W)(OSETOTALTH)CKNESS.IS.LESSTHAN vi .1X WOOD SUCKS ARA INSTiXCLAT(ON FEE TyPmNCHORYYPc13(10EOMENT OPTIONAL IF UNITCAN BE)NSTALLED DIRECTLY -TO SOLID CONCRETE. WOOD SUCKS DEP(CTEOdS'9(•%ARE(1112°TWCKDRORFATE( TtPE'F DISTANCE AND EDGE DISTMOS PER INSTALLATIONTOTHESUBSTRATE OFWOOD BUCKSTO SE ENGINEEREDSY''OTHERS-OR.ASAPPA(?VM BYAUTHORTIY HAVING SUBSTRATB,SEETABLE9.'MISSHEET JURISDICTION. uERT1CALSECTION D^D 3.FORATTACHMENTTOMETAL•THESMUCTURALMEMBER'SHALLEEOFA$METOPROVIDEFULLSUFPORTTOTHEWNDOWFRAME 4.IF APPLICABLE. L'OWEROESIGN PRESSURE FROM ErrHER WINDOW ORMU WON NOAAPPLIESTO'WHCLESYSTEM. w > !p c`E v M oy ED N h a p0 O• a Hco L- 9 U mt ,p im Z a5 W im Ou t-' LU Lu m'O w �Z•> p p. Y CD41. z0 .- Ci D:x pLL O J �• r d � © 2 Wo4S F co a Z v J.-S � -71 N N . p ¢ neo X :D Li-. LU au a�a ews A. LYNN M11JkR P.E P £#5®as ENIBE6MENT -- EDGE EDGE niSTANCE ;DISTANCE INSTALLATION ; iYPEi g.SHIM' j1V EMBEOtdENT ii USED!ATCUiiVEO E:fERIOR• 29. FRAME C;MAX MEMONLY /ter @�11-7/BERS' WINDOW BUCK HEIGHT 041 MAX.SHIM: vlsn3tt INSTALLATION TYPE L _ HEIGHT= WM06W.• - - BUCK: gla STEEL HEIGHT- SELF-DRII LING EMS 2-ffi41 (GS);SEE•TAS�EiO; jl THISSHM7 21 2XWOODrsUCrzMIP RFRAMING;SF� O� OTE2.'IHISSHEEP V 114' MAXSHIM INSTALLATION INSTALLATION TYPE J TYPE K i14'MAX EDGEOI$TANCE ---�-I SHIM 2X WOOD BUCKSrRIP 2X WOODBUCKSTRIP• 'ORFRAMING;SEE ORFRAMING;�EE 'NOTE2.T.HISSHIE:TE T NOTE2, THIS SHEET TYP. ANCHORTYPE,•E4WEOMENTAND EDGE DISTANCE PERSUBSTRMW,� H. SEE7ABLE10,THISSHEET 3�'- .�. ENIBEDMENi - 11 EXTERIOR VISIBL•ELIGHTWIATH= _ __^� 6 WINDOW BUCK WIDTH.24W. WINDOW BUCK*DTH r HORIZONTAL SECTION E E �I II Anchor ` Sutishate Min, EdgEt DLltanee Mex, O,G SpatIncl 2-IJrx.1131.Bca:Nall P.T. SO4Ulem Plea' ' . afiv S 21f2" X .121. ComtmeD Nell P.T. Scumem Pore SGc0.5.5 MI. .3' &7121x.14S RodLn T •P.T.SdWIan Pima SG=D.E6. wl axI,SteelStaw P:7. S0"T Pima SG=0. 12" S O,0B3'Ahnnlmum.6063-75min. 31ts, S 1115A36Steel 5/ts, tS D.D961 TS Go Sleel•Stud Gr. 23 StIs. S 1.`/ MIAMI-DADEAPPROVED MULLION •MIN; OF STHRFADS BEYOND THENFETAL SUBSTi M (SEESEPERATENOA), ALUMINUM. 5'iEBL•FRAMINGOR STEEL STUD. SEE SUBSTRATE PROPE;TIES. INSTALLATIONTABLE idmiis.vrwr TYPEJ CJ A EDGEDISTANCE Q INSrALL'AMON NOTES: I TYF;F21Cti6R YPE�EMBEOM�II' i. USE ONLYANCHORS LISTED ON TRiS SHEET. FOLLOWEMBEDMENTANO EDGEbISTANtIS.. CE'LIM T'"� EMHED1dENT ANO EDGEODISTMCEPER SUBSTRATE.SEETABLE 10,7HIS'SHEET 2.WOOD SUCKSDEPIO ED ON THIS SHEETAS"IV, ARE SUCKS WHOSE TOTALTHICKNESS IS LESS THAN I-11ZAXWOOD BUCKS'ARE APTIONALIFUNIT CAN asINSTALLEDDIRECTLYT950LKDCONCREm WOOD ELICKSDEPICTM-A.S'0(,ARE 1-IM,THICK OR'GRECER. 1NSTALLATio'N,ro vESU95TRATE of W000 BUdfSTO BE sI rwEEREDBY OTHERSCRASAPPROVED BY-AUTHORITYHAVING VERTICAL'SECTION F F .1VRISDICTIOX 3. FORATTACHMENTTO METAL; THE SMUCTIIRALMEMSER$HALL HE OFA'SRETO PROVIDE FULLSUPPORTTo THE WINDOW FRAME. '4.IFAPPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLtESTO WHOLESYSTEM. i a a ie u OT CD H tt' aloD p N p idy v to d o --t " z Xe z "- a 5- co u o+a n w TT3 X C, o LLYO� c ub D] Y eran �> �0 m CD,-z az S o J cc N fean5 ®; z z co IL -t�5 C o F— N - a z p O X Z Q- R w i 2xwooD aucxaTRlp I 'EDGE ORFRAMRd.O,.SEE INSTALLATION TYPE M EMBEDMENT -'1 DISTANCE.NCTEz,THISSHEET fNST4LLA7lUN INSTALLATION TYPE IN FOR7HISINSTAIIAYION TYPE N EMBEDMENT METHOD ONLN. FOR'TH15 iNSTALLATi9N ANCHORS MAY SE NO METHOD ONLY, EMBEDMENT f" SHIM O MCRETHAN B•O.C, " r , ANCHORS MAY BENp /j iX W000 HU0ICSTRIP' SEE m MCRETHANb'O,C, 2XW00DBUCIMTRIP .NOTE24 THIS SHEET PRODLrCtREY1SED 1nE.�mptyif@.vlih dIs Fitrrdo ORFRAMING.SEE BMI "fg Case NOTE2,THISSHEET Aiceplanm24al6'D�o2 114"M!x TYRANCHORTYPE.EMBEDMENTAND ^gdeaeoaDaur'j 1g SHIM EDGE DISTANCE PER SUBSTRATE, Dg i TYP.ANCHORTYPE„ -O SEE TABLE 1t,THIS SHEEP Marti D:.StPeeGxKCxa I- toMEN7}dam EDGE �— D{SYA14 PERSUBST.RATF_ SEE 'TABLE-11,]HISSHEET 3_ EDGE e •USEO.AT GU0.V6A DISTANCE m* EXTERIOR ", , F.RAtv1EMEfi7SMMONLY O EDGE DISTANCE' .CONCRETFJCMU 11 PERANCHOR NViN09lN REQUIREMENT q ii, CONCRETEICMUCc Y m BUCK I VISIBLEUGHT.WIDTH- I PERANCNOR � r •uy HEIGHT - 114•MAY-SMM —�{ �-•� Y� WINDQWBUCKWIM-2-214- `I I REQUIREMENT Lv r _WOWBUCKWMTH "'•--�y.yl EXTERIOR o li"J � p v1s1aLE Y HOF�[ZOIdFAL SECTION G-G• o M ❑, _, o W- _ 1NS.TALLATIONTYPEO za co ��❑ a MGH'T= FOR7HlS INSTALI.A7foN U LWj X y d fl VANDOW • IdETFiOTlONLY,,. TABLE11: 'W z 02 jmq aticx' pNCHOks MAST BE N9 HEIGHT- o MORETFIAN6'.O.C. 23.1q' $t257EE1 SELF•DTALUNGSMS (G6). SEETASLE {0, THIS SHM7 21. TY.A ANCHOR7 PR. fxt'Enra9R �� O taY1BEDMENTtWTBDGE V Misr CE'PER$1I65jRArE SEE TABLE 1 t, THIS SHEET 5 t-1f4`MAkSHIM SEESSADEAPP OA),ALOVED MULLION (BEE SEPERATE NOA)�ALUMWUM, STEEL FRAMING OR STEEL'STUD. SEESUBSTRATE PROPERTIES, TABLERI.-MISSHEET INSTALLATION - SEENOD Z.", ISRIP: 'MIN:OF37THREADSBEYOND•7HEMETALSUSSMrF- 7YPEN .d sEEHDTEz:THtssHEEr ' - :'•°'. �; •r : - '._• INsral�TroN NQTEs: " 1.USEONLY•ANCHORS-LISTEDONTMISHEET•FOLLO EtiMEDMENvANDEaGEDISTANCEUMrrs. ° : ,•, , - tj �,• e'• 2. WOOD BUCKS DEPIL'M ON THIS SHEET AS'1X', ARE Burks NhiDSEwrx:m=NESS IS LESt-mmI-t/1:?7t WOOD BUCKS i RE • •r• ' OPTIONAL IF UNIT CAN HE INSTALLED DIRECTLYMSOLID CONCRETE, 1 ooaBUCKSOEPICTEG'AS2XAREI.117TMCKOR-GRFATM EOGE INSTALLATION TOTHE SUBSTRATEOF WOOD SUCKSTO BE ENGINEERED BYOTHERSORAS APPRaQED BYAUTHORftYHAVWG. DISTANCE JURISDICTION. 3. F,OR ATTACHMENT TO METAL"111ESTRUCTURALMEMBERSRALL BE O'FA SMEYQ'PROVIDEFUU:SUPPORT TO'THEWMWDOW FRAME. VERTICAL SECTION H`. H A. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WiNDOWORMUWON NOAAP.PLIES TO'WHOLESYSTEM: Ancdor Swalmte Mi. Edge Mlonce . MIR Emyedme❑t Max. O.C. s :12ot7f1441OSSSeraw; P:T..S❑OlMM Plat S5755 •. '4116" 1518' Alnminum 6063-T5 in. 318" •O.Ofi$"`- G 53teel air -mar, S• STaN Stud.,.GrL 33 nn.. stir 0.045". 13 Ge " e - Ri2aru149leel'ScInK (GS) .P.T Sou0lem Pine SG-0.55 91.1U. 1-w Jr _ Aldml0am, 6063-T5 ME MSStael 31IF 3187 0.0w.. 0.063". S' S SleelSltld. Gr_33 min, S8' D.M- 1E G0 . S' i14.4S0 SS t?eti:Flac i UM =ted CMU, rASTht C•80 , 2-U2' 1-114' Ir Cwmlala imin.3.35katl- .V, i•3r4' iT I 114' Suet Ultmawt Canercte fmin.265 1! 1.V4" ST m01.285'7.712' i•3I8• i2"• u led CMlU. LASW" .2-1M 1-11a• 12" Gmuled CMU C•91 2-112".' 1.374! 12' 5115 S[ttl Ullmeon 'Concn:ta M 3.5 k8 I_lW 1.3 12 GmNedl7.1 .li9D 2-71T 7�1a- 12' F 1u m O o• 0 yn0 sz az o tL J O. W o m a .m z z lo°vs 'O Z �^ z m X x tL E #�F '7A !; .�.._.. �§ §� 2b M 0 ] § ;§ ,a #mmLOGYDRa " m pq; `§A v kmNCEKs75 n113 U ! \ '. BOX 5 mm¥s�,FL�r ¥¥ n r�A� m A,� Gs \! z:u � . !.\%2 . FIXED WINDOW INSTALLATION GluDBUe, a, am, § ;`]Sb%EXT mscmmommms /4m+pk 72222Ime/#yam# A7oa,lB ® W. 3 Item PG7 Part Description Material, 1 4253( PlangaUMme. Ala m.6063-TS 2 4285 jEquandg.prama Alum,6083•75 s 4256 Integraf•FIh Frame' Alum: SO'6315 4 4255 7/16't.smL•Glass Beadng AInm.8063-75 5 4254 IM Glass Beading Alum, 6063•TS @a 4270• hMallat[dnFW6ner•Cb%er• Alum.60E3•T5 eb 4224 frstartatlanFastanerCMr [NgIdPVc: t0 705599 G2sket jPit90`comerICIn[s) Polyalhyiane• ii TP24718 Viny1BulizWoomarstrlp Fle.%PVC;dklyd.SS+/-1 13 Dow B99,.GF 7700 SllrCone crEqurv. 20 710mK-. Set6o9 Blgckl Mono: W16'x 71i6' x4' Neoprene;134M.85+1--1 21 71704AK SetUrgBlock,-I:G3116":x13132"x.4' Necptane,-Dvro:85k!•-1 29 _ ... #B x=!!4'.•FH SMS Stainless Steel 30 781PDX.. x8'x.1''Quaii'PH•SMS• Stainless Steel NOM.. WMiDESIDOANT M GLASS--V .4�,- —INT. GLASS KODISPACE. :4SG.TPS .094" 2.7e4' 09E" 2. .�Il•.--a..�2785' .0T4' 174° I .06'2' .07r- 1 I F-:Osr A38' ¢ .500° .43r . " .500436" 375' i o0a s00• �F •- .06d..., iuw4' 7---ji-- FLANGE FRAME 1 kL-LEG FRAME t l L) .07T 41r12530.6d63-T5 .:4265. 6063 rs FINPRAME 3 • •*4256, 60637T6 .875' 1 3116" & 1IN' OGLASS. BEADING I.G. GLASS BEADING INSTALLATION FASTENER COVER n4258, 6063115 5 #4.2W6063-TS sa 4270, 6063-TS STRfTURAL SILICONE 3pg'NOM. DESICCANT . XT.GLASS EK `wr. GLASS SUPER '6 SPACERSENXT'm Part# Description Nlateriat 75 KomrtieS•SpacerSystem 76 QusmexSuper-SpacerWwM-HotMeltButyf Sea'_tkris Sheet 1br Mateiials 77 Quariex DuraseaMpacer 78 Cardinal•X-•EdgaSpacar- - - REP _ CETESr REPORTS- FI'L-8717 DURASEALO SPACER FILLAREA 6' NOM: STAINLESS STEEL Ea. GLASS- �'Cl� %•--INT. GLASS XL EDGE" 76 `SPACER m JR'•OS/05h6-AppED THIS SHEe'r a WiTH'SPliCER58Np1/EBPARTS: at w m :✓ m ' to ^a r n• v co o nmi Q N 4 N W N p w c Z d8 0 2: O 00 xmo O l.. Z 0 g O 5 y "oN �> 6 5 w O z z a z v ° LL a 0 z , z c a a w s z �� 3 HN r�6 X m a-CL LL =un ro:u0 W:as AXYNNMILLER.P2. -- MUS6705 N � l APOW EJA1'PROVMAS14011;D �PGVRMaP�SUNT i;�hl'J�)'rf}ltli--Sllil?AI.T NUYf1GUlkt4'Li),�1=llfiY!11.!?rtii�t)'rl�lA1((}N submilfals are revloelr;d fat Y1n;fon;rame t'nt� deslgD IplDttl �� land general compliance tviw vice (,onirsrf 17ncvtttuflls a , . Notutlbits Qp Nat rl10662e 01itle yis to t'pnlrat t ;Iln; NJAIM-PAIM, COUNTY A revel, Cotnnunf,4 undlor.rtrr�chi,7itS . r,7a 116Y �t;oW?Ap? OT COIVTItOT, CTTON UEI'AIiPMi;i�t i7 1 GULATOI�Y 4 8($L iy "�1101 10 lB9- es Sw26$trw,•Reoeit2G8 yowmatjA � U,1Rl' >3oA�z:.n rtDco"pi;�nMrrvirs�rxn fur eoDfElit ,& nti1t,,rre! irn s:�svp i�(7s�31szss9 Q& wQ ponsEb>v LjT L{'P,'�' , Mm I ii�, "1vll'';fh? ar l �' r " ',' i*rtJf((?;ti minmtdndG. pj aeonom rIOTIC O.�It' C .. -POT i[ttcltis.#Ties Xnc; 0! ' flit a cotppdh 11(y of thal4tl s Lull ts3Y V IQ74 Teel nolagyDrlve itintic Will DINT banes bled st;ll6a3t ts::'.11olY6r1' 'North Ven1ee,_'L04275 Went hi 0.01v t;n,( 5rt#lSidt�31yr111Qf1Ri�111{}l4f�lE # �lJ�{t', t�ia"' Willi the 00fir,1100ntlt•.1uis, ;� n=' r- `:•r z''" •.� :tf,;".:c, l,� This NOA. is. being issued utid ®Mules auil��e" a okaui `� use of construction materials. The dos tunGiltation mlhmi t uq�*iq�y �fd rdr �t t? t� ihi-Dade G'ottnfS+ DER Ptadttct Contetil Section to bs used joM rtri aawtp`ii�ityraiid°me.Atiovveil bythe Authority Having Jurisdiction (AM). This MA shall notbe valid after file expiation dots stilted belovr. Tile Midmi-]aat�e. aunty P'roduat Coitti'ol soctibil (kMilami.-llade County) andlor the AHJ (in at"daa other than Miaral-Dade County) reserve the right to halve this product pr material tested for Quality q$siti' nco purposes, If this godoot of material fails to & fotYrr in fild accepted.mannei, the manufacW er QJ incur trip e cpeiise of sua110 -titi9 itrtd tI?e AHT ihtiy it m cdlat@1y yavgke, ntodifya or suspend the use of such product or materiAl Nitliin th&Jilrisdigtion rt aety tho ri& to revoke this acceptance, if It is defern hied by Miemi Dade County F(Oduct Control SeUtionthat thIs Pioclitct & material lkllsto meet the reiluiraments ofthe applloable buildiftk code. .This..prodaot..is..app owed ns_itescrtUt d t@rein,_ d leas �eeu,desEgaed_to-comply_ with.. the Florida Bullditig_._ Code, inoludingtite High Velcolty Hutrivane Z911e.- RESCRIPT10 .'Skries `TGT" Clipped Extruded A.lumitittnt Tube Mullion-1.1VLI. APPROVAL DOCAIV.I M: DraiviirgNo. 6340J-g, titled "Tmpaot Resistant Alwnintnu Tube Pvlullions", sheets 1 throug4', 25 illbf 25, prepared by manufmtgrei•, dated 09/29/11, : with revision B dated 10110/14; sighed an&sealed by Anthony Lynn Miller; P.E., beariug tho Minna -Dada County Product Control Revision stantp the Notice of Acceptance nurifber and expiration dine by the Mianii bade County Product Control Section, LAW LNG; Ittch unit shMl. bear a pertnenetit label vith the manuiaoturec's statue or logo, airy, state, Nonlife rhos, and following -statement; "Miami -Dade County ProdlIA Control .A.pprovad% unless othei'cv%ci noted hwaiu. 9AN] *AL Pt'titisNOA shall be consliiered after a. renewal applicadou has been filed and there has been rto ohaoge into applicable, building tic'do negatively UTecting the performance of this product. ` .Ei i JVIIIyA` 10X.gf this NQA ivilI ocour titter the expiration date or if there has been a revision or change in the materials, use, mid/of mittitrt`ao( a of the prod; b or ptoaess, Mrsirse of this X.0A as an endorsement of any produot, for sales, idlrettisljtg or oily other puI- .bses shall agibmatk"a3 ly tefitiii#rit a tiffs %T{ltl.1?allure to coiriply. with arty-section,o'.fthlsI�TO&A4ll be cause foxtetriiinOlon bqO xeuto+tal'ol'NOA. .A)1JV41 ]($ft NTj The XOA fiiilbbor pi:eceded by the wgxds Ndmi:bade County, Florida, and klipWeil by tLe exl iratloii date may be displayed 1n advertising literature, if any portion'of tlte.NOA is displtryeti, ilten.it shall be done fulls gntlt�ety' I >?E V. ](0lirr A copy of this entire N'0A. sliall bo provlded to tlse user by file 00l'a0ture at its rizsti�ibtitti>'s and shdil be aynl[�lite �'or iiUspeotion at the j ots site at the request of the Building:O�nial: Tilly X0A revlstis: told i•et eiY. N A# X441.05.01 and oonslsts offhis page 1 and evidence pages Fsji uud L.-2, as tivell is approval dpai]gnontiriei3tloried abgVs; The,sulmtlftetl ilocum t:itlpn�vhs reviewrjcl,bylVlanuel 'ero P;b, 140A No. 10-02]t8,03, v,7.1314'atitin Date: May 26, 20k . f f jl AliprovalDntetAp&142015 :Page j. File Copy POT Industries I�rc. NOTICE OF ACCEPTANCE; E' MJI i�.�NCE SU_BMI'STED A. DRAWINGS 1. Manufaoturer's die drawings axid sections. (Submided under NOA No, 10-•0819, 03) 2. Drawing No. 63om) titled "Impact -Resistant Aluminum Tube Mulliolle', sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. TESTS ' 1. Test xepoxts on: 1) Ail, 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 Pzossure Loading per FBC, TAS 203.94 6) Forced Entry Test, per FBC 2411.3,2.1, and TAS 202-94 along *ith mailced-up cll,awuxgs and ' iusfallafion diagram: of clipped a urr►inum inullions, prepared by Fenesfration Testing Lab, Inc., Test Report, No. Ii'TL-6443 (samples A-1 thru E-1), dated 02/28111, and addendum letter dateg 05105111, signed and 9e61ed by Marlin D. Brinson, P.B. (Sttgnitted under.NOANo. 30-0819.05) C. CALCULAITONS j 1. ' Ancl?or verification calculations and structural analysis, complying; with FBC 2010 and with F.BC W" Edition (2014), prepared by manufactaier, dated 01/29/15, signed and sealed by Anthony Lyzu1 Miller, P.E. D. QUAMTY ASSURA NCY 1. Miami -Dade Department of Regulatory and Economic Resources E. MATE, CERTIFICATIONS 1. None: i IVIanue a ez' P.E. Prodiiet'Con of anliner `NOA Nd. 6-02i8.03 l;xpiration Date. N1ay 26, 2021 Approval Date. April lip& 2016 E-1 PGT indUstries, Iuc- NOTICE, OF ACClVP'IANCl;: E`S�II➢ENCIE SI7BMx�T)C10 F, STA.TElV1[ENTS 1, Statement letter of conformance, complying with- 1+PC-511 Edition (201.4), dated February 15, 2016, issued by mannfacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by .Anthony Lynn. Miller, P.E. G. OTHERS 1. Notice of Acceptance No,14-1105,01, issued to PGT Industries, Inc. for their Series "PGT" Clipped E, xtruded Aluminum Tube Mullion --• L.M,L, approved on 02/12/15 and expiring on 05/26116. • I f Manuel i ProduetContr It Miller NaANo.-02I8A3 Expi4a4ion Date, May 26, 2M approval JDate; April 142016 E-2 r UITABLE FOR ALL LOCATIONS REQUHNG NON-IMPAOT ORLARGE AND SMALL MISSILE IMPACT RESISTANTPRODUOTS _FIGUREE i! MULTIPLE OPEHBIGV0TFFOR7-CALMUU.---{ . MULLIONS -'�. SEE ¢ETA116 1`l I A? I SEE DETAILS / ,I yl 1, i sxEEIS za _ �, 1 / SEEDETAILs �HOR=AL SHL--mg :Z3 Iluu L"4G H xCA1MNTlY Mu x LENGtx ADCTTIONAL F-XAMPLFS OFMIfLL CONFIGURATIONS; f--OPEtEHG WIDDL---t r—i ULL 1.1NMH r I 1 `Iy OP>7'7I.46 MULL � N ySgGF.r C4NGTx _ SINGLE MULLION SINGLE MULLION •', 5� CORRESP017DING DETARS L... PRDMHGUREtAEOVE STANDARDS USED: e2074 FT.OIUDA BUILDING CODE�BC}, STH 8)IT]ON eANSWSPA NDS-2012 FOR WOOD CONSTRUDTION eAWMINUM DESIGN MANUA<, ADM-2010 -AtSl-S10"T=-2I1t0 I_....HORQMULLLVWH MULTIPLE MULLIONS �I GENERAL NOTES! ITION TO ANY AN RS IRED FORTHE F"ETAILS SHOWN ARE FOR THE MULLION ONLY- ANCHORS SHOWN AftE IN ENFsm-1oNPRODUCiINSTALLATION.TYPICAL.APPUCA•t1ONSARESHOWNpEACtisfTUATION SU QUEAUt905HOULDSE L_VALUATED BYAN 0(pMENCFD INSTALLERFORTHEBESTINVALLA7IONMETHDD.OPTIONAL 1X OR2XWOOD BUCKS 1FUSED, MUST BEANCHORED PROPPAI.YTO TRANSFER LOADS.PND ARETO BE PEMGNED BYOT73ERS- 2} THETYPEAND Nll&IBER'OFANCHORS LS CRITICALTO THESTRUCTURAL.PERF,OMANCEOFTHE MULLED UNITS. MULLIONS )LAVE BEEN TESTED AS°FRESFLOATING'AND DO NOTNEEDTO BEDMECiLYATMCHED TOTHEMULUON CUPS, BUTSHALL NOT_HAVEAGAPOPMORERIAN9/4'FRDMTHECL'P.,,� 1 3)THE ANCHORAGE METHODS SHOWN HAVEBEEN DEFLFD70R OR T HA U'80' HS C3$TRE SINCINGTOTAS NOT IRM TEDTO SED DESIGN PRESSURE EMUL ON.7HE1.ALCULLOAD DURATIONF�AC�TOAWASU5EDF0R1THE�EVALUATIONOFWOCDSCR- S.INTHI��£D 4) PROFERSE4,UNG OF �TIREASsmaLYtS THERESPONSIBIDTY OF OTHERS AND LS BEYOND THE SCOPEOF THESE INSTRUCTIONS. 5) USETHE COMBINED WIDTH OR HEGHT OF ONLY TWD ADJACENT FENESTRATION PRODUCTSTO DETERMINEPRFSSURESAND ANCHORAGE FORTHE COMMON MULLION. SEE EXAMPLES ON THIS SHEETAND SHEET24-FOR MULTIPLEUNRS. CONSIDER ONLYTWOALWACMT UNITS ATATIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGETASLES.7HELOWF�TDSSLGN PRESSURE OFMULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TOTHENEXT SIZE SHOWN ON7}iETAB'IE(S). T) ANCHOR SMEOMENTTO BASEMATERIALSHAL.L BE BEYOND WALLDRESSING ORSTUCCO. WOOD BUCKS I3YOTH2 RS. MUST AS APPROPRIATEFOORRSUBSTRATEMt%MWLDISSIMIIARMATERIALSSI•!ALLB PROTECTED ENSTISTANT REACTIONS• S) RVFMENCE TEST REPORTS: FTLB443; 6LC0 ULTRACOWAGGREGATORNOAS 9) MULLIONS AIM CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE R=VtSMENTS OF THE FLORIDABUILDING p6%APPROVEDF NESTRAMONPROA VINGCURFXRTAPR OVAl3.M ONSAREONLYTOBEUS^cCW[TE{ 10) MULLIONS ARE IN COMPLIANCE FORUSE W THE )RVHZ. 17)QUANTtrt'OFUNITSWRHNAMULTIPLEMUU-EDASSM3 BLYISURUMLTIDiPROVMEDTHATTHESPANANbOPL-NWG W THIHEIGHTOFFACHINDIAOUALMULLIONCOMPLIES WITHTHEREQUIREME)TSOFTMNOA INSTRUCTIONS 7)pET�bLW=THEDESIGNPRBSs EOUtREMENY LBSIFt-FORTHEOPENING USWG±HEASCFrTSTANDARD. ""I 2) CHOOSE A MULLION TYPETHAT WILL FIT THE DEPTHOF THE FENESTRATION PRODUCT'S FTRAMEDEPTH. S)REFERTOSHEET 25TODETE MINEIFTHE WIND LOADING LS'RECTANGULAR OR'TRIANGU'.-pRIiRAPEZOIDAL-. qj FWD THE CHOSEN MULLLON'SMULLtONCAPACnln�uaFcu !r FROM ETABLES GiFT1iEMULLi0NEA, 5PANNWGSVERTICALLY USING 711E NNED W ._ SjFROMTHESAMETABLEUSEDIN.STEP3)ABOYE,FINOTHEVALUEAITHENEXTCOLUMNANCHORCAPACTTYREQUIREDLLBst.THISVALUE RT.�RE95NTs THFININDIAADTRANSFIERRED'l`O7HESUBSTRATE BY'tHEANCHORS AND MUST BE MET TD ATTAIN THE FULLMULLJON CAPACITY. 61 FROMVEANCHOR CAPAOITY.(LBS) TABLE ON THE SAMESHEETAND USING YOUR AOTUALSUBSTRA7E OONDTRON (MUL'(1PLE AN09OPISUBSTRATEIANCHDR-CLIPPATTERNMAYAPPL1) SELECTANANCHOR CUP PATTERN AND VERIFYTHATTHEREQUIREDANONOR CAPACITY IS MET. 7) IF TREMULLION CAPACITY 0.6SIFTAL OBTAINED IN 7HFTABLI- IS H[GHERTHAN THE DESIGN PRESSURE REOUREM'_NT ILBs1FFt FORTHE OPENING, YOU MAY USE THE"ANCHOR CAPACITY ADJUSTNIENT FORMUW TO OBTAIN THE LOWER ANCHOR CAPACaYREQUIREO. WITH THIS VALUEAI,OWEiLANCHORCAPACLTYOPTIONMNY BI-SELWM0 FORYHESAMESUBSTRAYE AND COMPARE WITH INAL CAP CITYfL1351FfilOBTAINIDFORT'HEM(ULUDNSYSTEM.THELOYVEROFTHEM HALLAPPFLYFORTHEENTIREMULLEOHFENEST MULLION PRODUCT ASSEMBLY. 9) WORLTGHY OPTION USED AND TABLE VALUES USED IN A SPECIFICAPPUCATION Wiest USING THIS NOATO APPLY FRAPEEWT. A �z LYNN..4e - TIlILVON MULLION;rO WOOD 'BUCK O. WoC FRP:MIKC1 •(OFFSE f CLIP SHOWN). r _ OFTA1L W ` MULLION _FT _F TACHED TO 1X WOOD.BUCK AND MASONI?Y (STANDARD CLIP SHOWN) �MtAlION • S1��dfIEEfDE a 160ARONS ; EXTERIOR ° IDLE DISYANI:E MMASOMtY Tit°OFFSkTDL1R IS M'CNORS RECpLBAEBDm FDA yyN OWSBt� Y µSOBEVSEDfOR o7N61FRtiNerYPPs. f MU=N MU=N 0 TYP,IWCHRA eu K PERSUBs1RATe� /f a SIGsF�rtie ts7B ses sSKEGri. ••EBN 1 1 ZR161i�ti,"•' }!'� � Eb6E V 1.I' I . OONCRETF=OAOMU' � F'_�DISTA%iL'E.. _ I..1 SEESEETABlisS. I EUGEDISTANO° t13.168 1; f0R•NASDNRY i a A1tcHDns SIDE VIEW o" • . a EfIHFR.: JHE . STANRfIi00 _ o. OFRETddULL CLIPNAY]iE • a, BySTALLeDBY . 'Iws�ni a4 .. , • �.a TYP.kNCNOR SFE TAB' Bin-' 6R.SGB aucxstwv 01,8m1f6ENi' • '• ''' : ti � f,l,' • SE�E�ESi t ': t% sHEE7i. .''. ,. ..••. • ._... M027ASICONOREMORCMU FRONT VIEW. • -.- • • •• :;tii.:-. _ SIDE VIEW+ __ _ _ . _ . - .___. -FRONT VIEW • - _ - - _ _ _ .. _ _ .__ _ - - _ - _ _.=: `..:a., •.,. -i o eCx.. _ ' INSTAI.LA____�'I70N N�7ES= I)ANCHOR EMBEDMENTTO'BASEMATEMAL:SHA I EEB1:YOhID WPLLDRESSIkG ORSTUGC.O. .IStE9HOWAOAR,{> ORTOANOHDRDI5tANCElaroFJAf N 2)'QUAN*=CFANCHORSANCMULLO1AR7Ly•�T ONLYHUSF AHCRAPA0nYISBASDPiE,__pONT{HIE PBEU E roud rsmtm-FO.DTA1SkDETHRTHESTAXDARdQlNT0U0RMTF IE 3)McHORMDTYPEMXI ,BEPA MIO.iiIMMORFIATHEAD. `4)WOOD BUR(5'AREOPZIOML, $?ED7=TA1 `9;, 3' OFORMASONRY•APPUCA7IONS •14mtAMFBADS'BOUNly-Luspo YMAMFDADEEOUI&APPRbVED mcI LXrRAC OIQOR E[C0 -V,? S,S.-J Gsr REGAMRUASONRYMMOR3. ERCO37CTREVISED IIvlldutB Cade A4espmllmxo 1(�o2LEio�- � 'uallapDale �/Lp2J IIy T;SISDd edePlodnctOufGDi 1111 6 �i�•'' :FLORA)?:ol FL F�S#IMM •' JC•LrlNN1M)LLt?Et; P.E ------- DETWLC---- - - MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD WP SHOWN) I ER'NFRINE I 57AN7AE00 i 1 OFFSET MVLL t CLIP MAY20 � 1 INSYAlLED9Y l �1 THIS METHOR• EXTERIOR d' . • .a - V-138 is nS Vlntlli, •"•• i6E➢M1 ihrVi• : L� i. , •- `'" SEfiT MWaKSICCNCRE•T£DROMU LUN Z.7K31 CONCRETEORCMU %131 FRONT VIEW s D-}, > VIEW DETAILh' MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) 1)MAY BEWSTAU-AIN•T-OR'CROW IN tER.SECIONS. VANES , L 23 MAY HE. INSTALLED HORIZONTALLY j [SHOWN) OR VERTICALLY. � I 3) SEEU-CLiP DRAWINGS, SHEETS 21 73 TOPVIEW FORCORRESPONOING MULLION. MUW01I VANES —1 say4mmum oNS, �SELF-O) AMUSESMSDRILI MV.LIDNAND USESMS i ^1` MULRIDN RE OFFSt T FO I�CCM.�NDE FOR OFFS cu 6VlfiRSECL[4y _ WN30WS,OUTMAY U-CUP ALSDOEUSEDFOR EXTF.R[OR UTIMFRAMEITPES. SEESHEM2V2SFOR I HOLE LDC4TICNS AT1; w ta'Ds FRONT VIEW EDGE O STANCE SBETABLES '16.98 sins vlew DETAIL D. MULLION ATTACHED TO STEEL, STUD (STANDARD OLIPSHOWh . - _ inJCNtE R157ALLATI014 NOTES.. - TYP. ANCHOR `--- - PERSUBSTRATEGaRTUcco.a sETASIESTe- 1)ANCHOREMEOMENTTOBASF MATERIALSHAu.BEBEYONO-WALLDRESS 2)QUAMTITYOFANCHORS-AI,D UL.lONER S1YESHOWNABOVEARFOPICTORIALREPRGsENTATION - _. __ _ _ sEESH�TR§bISTANM 2f-13FOR ONLY•BFCAUSSTHEANCHORCAPAOMYISBASEDFARTLYONTHBANCHORTOANCHORDSTANCE,THE ` `_ H0�CORRECTQUANTITYANDLOCATION OF ANCHORS MUSTHEFOLLOWED, REFSRTOTHETABL ES ONTHE LOCATIONS FOLLOWING SHEETS. FORDETAILS A D, EITHERTHE5TANDARDOR INTE2IORCUP MAYBE USEO. \� umS)ANCPOR HFAO TYPE MAYSE PANHFAD, HEXHEADOR FLATHEAD- t)WOOD BUCKS AAB OPTIONAL, SEE DETAIL C,SHEET.'- EDGE s) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USEONLYMIAMI•DADE COUNTYAPPAOVED 'ERU�N✓<-ETABLES ) ELCOULTRACONORELCO114 S,S.AGGREGATORMASONRYANCHORS, FRONTVIE4Vra$hNOcOL1PiOWi1WiN7HEFLBUaD cis-12B CDE,AIX WOM SACKER MUSTUS-M AxAasnENTIIYOTNERs EXTERIOR USEWOODANCHDRSPE05 SWFVrEw NOTES: 1) FOR2X WOOO-BACKED STEEL STUDS, W00➢ ANCHOR VALUES MAY BEUSEU 2) SEE CORRESPONDING MULLION TABLES, SHISM.s•20, FOR QUANTITYOF SCREWS. M Is Flbrm. . yyy-YJYY yyyl l`/Af.�LY.��JMsMI41.Er�. P.E FL P.E.#58705 OETA{L F: FIELD-M061FI CD1MULLION CLIP SESDETMISA� SR'�Y37 NiD 1 FOR DlSTAO.4SIGY TOSPECIFICSUBmwaT& L J0 O SIDEVIEW S?Km MUHU.EOH4•x_i2r EXTdAIOR PERSUBSIRlTE .. ._.. _. SERABLESIB•NB _ ._ - - IT17O wbnD,STEEL .. _.. St,RlCNRb CLff•TD$: RUlM,CMU ORMh50NRY KDbIP1EDR1""n EXTER OR O NOTES FOR IWA--ION OPTIONS P: 1} DETAIL IS NOTAPPLIDASL6 FOR SHE BAY OR 126•X211'X ,12S:+1ULLIDN. 2) EEC TAELeS 15.13E FORANCHOR QUR,Frrr .SAND SHEETS 21.23FORHOLSLOCATIONS. 3) THE2Xs CLIP ISNOT SUD•A9LEFOR7HISAPPLICATION- DETAIL G ANGLE MULLION CLIP (ANGLE CUP) DETAIL BAY MULLION INSTALLATION (ANGLE CLIP) W ORa5' eAYMULI TOP VIEW I i Dl;owoDD, . 57EEL.ALU61 _. i.-+Sir-2.... ORMISCNRY ExiEfttOR �� _• Ea�1 0� J®� � � �� fAn cr £ nRmuCr AEV 15� -s aampirinB�r+C! tLa Florida P4 qua,�1G-b218•U3 1 0 Expinlimt Dalo �5521 DISTANCE PER I+IIsB ahod4q; NOTES FOA INSTALLA710N OP11DN��C1 ..0 '%, •, ,Fip fr O q uSE2ANGLE CUPS PER MULLION END, CLIPS }lUSS BE INSERTED INSIDE DF MULLION. _NS ; - $ �.. ,• 2) DETAIL Ct SEE YASLES JR.US FOR ANCHOR QUANiii'tUs AND SHEETS 21-23 FOR HOLE z * , ND, c'mos LOCATIONS. HOLE / "' L(•TS 31DETAIL H: SEETAaLEs'I580R i68 FOR ANCHOR O1llAh'7171PS AND SKEET 22 FOR Y ; j�• LOCATIONS. )` �ip�1�.. • rLORIO�:r��l.'.. 4 lX2X.12& Lvadca Ina�4 Locdntl lacdog 7M14fa' $AN Leeatl TmpRAcnP. RxlxnpYetflpN q17➢NTnFJLnnM• ReclatgdcSCt6oTroy1Dlen4 RcctmWdi+ED 50fa 7bb Ra;Wa Tmp7Aany T, RI'Aucr�RemWl: Oas Ld,4 LOW11 Lodq 7roAfl Leade4 LwdN1 1 D LanBotl Lw S IQan € a � 5 — a�_a �G�� M at �S 9 2 Sk S GtvC G L „v a a^o 1as �De SDID 1114 59.4 iaa ]M9 5W �fi.D FOa 1D{,4 pP,,,)X tu^a:nunurx-.,o,,,,� ANCHOR CAP MULLION CAP.,,,. _ USETHIS FORMULATO OBTAIN THVANCHDR CAPACITY REQUIRED` CORPJ55PONDING TO AN Aori1ALPRESSUREnUIRE 1F%O ;t OPFJ14iG, WHEN IT IS LOWf7iT(iNi TELIU01 CAPACTTY(FROMTHETABLE) omE sa.ECTEO MULLIOK ITWILLYIELD AMNIMUM ANCHOR CAPACITY WHICH MAY BE USEDTO QUALIFY FlEURE l: FIGURE?: TABLENOTES: t$ !)SEESHEEilFORIN UCTIONSOHUSING THETABLFSANDSHEET25FOR INFORMkTIONONLOAbING. SEESHEE'I52-4 FOR GEN . SQSTALIAMON MESHODS. --[ 1A01Y �— • 2) LINEAR INTEiPOLkMON BETWEEN MULL LENGTHS ANWOROPEIQING WIDTHS IS ALLOWABLE. FIGURE a MULLION CUPSSHOWN AMNOT70 SCALE FOR E=TTDIMENSIONS, SEE SHEER 21.23. ® F77,s==s 3) MULLION AND HOLES TOBEDRILLED INTHEFIBDFOIIOWINGDIMENSIONALRESTRICTIONSSHOWNONSH'cET52t23. FIGURES SHOW SUGGESTED,APPRO,Qd HOLELDCATIONS. p- 125, BE USED IN PAIRS. d) SUBSTRATES CONCRE, SHALL CONFOPMTO ACI SOS SPECIFICATIONS. HOI.I.oW AND GROt7T•FILLED -D ANGLE C}.IP MUST FIGUREk CONCRETE BLOCKLMf(CMU}SHALLCONFORM'[OASTMw1WOODSHALLBEPRESgURE-TRFA YELLOW SOUTHERN PINE WITH AN SG OFO.55.ALUMINUMSHALLBES083.76ANDPEAMINIMUM OF.'t2S FIGURRA FIGURES: THICK.125"j STUDSTOPEA MLNIMUMGRADE 33ETAL S AT HICK (lS GAUGE). STRUCTURAL STEEL IaFY AT LEAST.S75"THICKAhIDA36.ALLaNCHORSPITOME7AL5HAtlEXTENDATliEA5T3sCREW7HREADSBEYOND 910 & #t2ANCHORS INTO WOOD MAYB5 STEEI..l&S SS.OR410 S.S. !^X2•X.125`Mlll-LION ® Q� THEMATERIAL. PRODUcTRL•V1SED { m IDnPlQl 3: tl+Qafl� BU11dN6 �,. _n1Q_M ti�Z��`�G£NSE �'•'r � �� : po 5ST05 z �C�i • •..FLOF,t1��: �'( ,lh LYNI��I�R P�E FL P.E,# 59705 t al-E 2A MaOfon Cn n " Table arts' Upeningl6Rdth(iorv¢AfceICFSPawln9mUVoroarOpenlnpHcWtltUorhodYonlaYY•sP r9m�lons t� Kaou. ISO calm aok ¢om 1o¢In nxaonamw r r wm B0k rmpmsm. aacnwuar r ndnmu>m rrofiraon¢. Ria.mcur rnPm+'ra Twrra-ra. xeeltf17o0r L � ��a (yaQ� LmLf[Q RxtntLWq[ T�P'm Fnuma+IDr T lmtlo¢ gaa Tta� • �' LmdG�a LooA�O Ix2z.STS to Tryf [rcC1m LmEUa _ _•• Mamca as 41 if is _ � �.K ®z tss.s su was ast tans str aua as teas atr 7u o¢x rasa stT ot.e � rasa su b4T �r sea 5 F FIGURE is FIGUR'c z TABLE NOTES i)SEESHEETSFOR INSTRUCYIDNSONUSWG'[IiETAHLESAND SHEE725FOR 1NFDRMA710NDNL0 - 1,000' j-- ® SEE SHEEJS7..4FOR SFNINSTALLA710Nh1MODS. SUMEM MULL LENW14S ANDIOR OPENING WIDTHS IS ALOWABCF. 2) LINEAR 04TFRPOLATION FIGURS T -23. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SME. FOR EXACT DIMENSIONS, SEESHE4TS HEM Z-23. HOLE TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICrIDNSSHOWN ON S1 2D00` FIGURESSHOWSLK3GESTED.APPROXIMATE HOLELOCATIONS. 375' ANGLE CLIP MUSTeEUSEG IN PAIR& 4 KC E BLOCK'JI41T(CMU)SHALL CONFORM OASTM 01 c-q%WODC SHALL EPREGIFIcAMONS, HOLLOW �SUREYDHEATED� ^F FIGURB4. FIGURES: fIGURE6: F—URES: YFU..OWSOUhi17iNFINE W171iAttSOOF0.55.ALUW14UMSHALLpe60s3-TSANDBEAMINIMUMOF.i2s TH[CEGSTEELSTVDS7DBrAMINIMUMGRADE33Ah5).045'THLCK(18GAUGEST3S RhVT RFAPS iEYON DAT THEMA7ERIAL1�41OW2ANCHORSINTOWOOD MAY ESTEEL� *BB.S.OR4 SS.CREi"1TIiREAPSEEYOND pxy.X.a7SMULlIO:! I� ll ► � LYNN Ne.58705 ;k ;,z z s F Lu� 0. A. L' f3N Mlaut:fi, P-E. FL P.E068705 FIGURE is MURH2 FIGURi 3: = F =100 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: � FIGURE l TABLENOTES: i) SEHSHEkT i FOR MSTRUEONS ON USING THETABLES AND SHEET25 FORINFORMATION ON LOADING. SEESHEET52. FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWNARE MOTTO SCALE. FOREXACT DIMENSIONS, SEE8HEETS21.23. HOLES TO BE DRILLED By THE FIELD FOLLOWING DIMENSIDNALRF5TEt10TfONSSHOWM ON SHEETS V23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLELOCAMONS. 4) SUBSYItATES: CONCRETESHALLCONFORMTO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCKUNTT SCMU) SHALL CONFORM TO ASTM C4 10. WOOD SHALL BfiPRESSUFW-TREATE0 YELLOWSOUTEIERNPINEWITHANSGOF0.55.ALUMINUMSHALL BE6=.TSAMPBEAMINIMUM OF.126' THICKSTEELSTUDS TOBEA MRQIMUM GRADE 33 AND.045' THICK (18 GAUGA. STRUCTURAL STEELTO BEAT LEAST.126, THICKANDA3S. ALI:ANOHORS INTO METALSHALL EXTWO AT LFAST 3 SCREW THREADS BSYOND THE MATERIAL. $10 & 02 ANCHORS INTO WOOD MAY85STM 18-BS.S. OR 410SS. IIrtrL�,,, ��9Vb yyp�j --i i.000 - -�-- --- BY t ae psvduetCmRci , IYh�N b1a. E5705 '• 3i `.�16 1'X2.75'X.375'}dULUON ��'C�+S •. !'(ORS4P. LGi`� • '�� 4� 1 ��tP.E FL P:i n 5B705 1X2�78X BSD Aiune. Tithe 2du11len F 1: FIGURE2: ® �7 URE3: r ANGLE CUP MUS'i BE USED 1N PAlRS. FIGURE4: FIGURES: FIGURE wa [nM1 _. • AS7MSTANDAROCLIP• CIRCMVALUESARVI IN7HES,AUPLEONSKEET 24. FOR 7ABLEAtO rT"4. --i 1D00� }'-' i) SE8 SHEET 1 INSTRUCTIONS ON 1151NGTHETAI1LES AND SHEET25 FOR INFORMATION ON LOADING, SEESHE�T'52. FOR GENERAL INSTAUATION METHDDs. � 2) L[NEARINTIRRPOLATION BETWEEN MULL. LENGTHS ANDLOR OPINING WIDTH5ISALLOWABLE. 3)MULLION AND MULLION OUPS SHOWN Al* NOT 7O SOALE.FOY MGTD1MENSIONS, SEE SHEETS 21.23• 2750^ HOLESTO BE DRILLED IN 7HE FIELD FOLLOW WG DIMENSIONALRESTRICTIDNSSHOWN ONSHF57S 21.23. FIGURm;SHOW SUGGwrED.Ap ROXIMA7EH0LELOCA7[ONS ,n yZIgS7RATES: CONCRE7E54A41 CONFORM TO ACI Sol SPECIROATIONS.HOLLOW AND GROUT -FILLED �alff CONCRETE BLOCK(CMUjSHALLCONFORM 70AS7M G90. WOOBSHALLBEPRESSUEi�TREATEO •(ELLOydSOU7{.LFpNpINEWV71{AN300P0.66ALUMQJUMSHALLBEG053•-I'SPNOBEAMINIMUM OF 125` i'X2'j'SX.456'kULLION r'or METHCKANBP�fiALLANCHORSINTOMEALsHAU-IOE)O't'NDATGLEAs7'3SCREWT,N.READSSEYON6 THEMLIA,rA7ERWL#t0 &#12 ANCHORS INTO WOOD MAYBESiEEt. i8.8S.S.OR41DS.S. tz, "Im L 'O '•� �1,6 fK` Q• STAY OF : •(\CC •• .......... .%�+9 OVAL .�. A. LYNN MILLER. P.E- FL P.E.,#58705 NOTE: PUR 1 NC V rr�c, vwr, ....� • • ••• ••• •••_• •.-.. . -- r`iGURE 1: FiGUR'e2- FIGURE Z. ANGLE CLIP MUST RE USED IN PAIRS. FIGURE4: m FIGURE5: FIGURrl� =1 Fi.060•-3 TABLE NOTES: i} SEE SHEET i FOR INSTRUCTIONS ON USING THETABLES AND SHEEC 2S FO.R INFORMATION ON LOADING_ SEE SHEETS 23 F'OR G5NERAL INGTAUATION McfHOD3. i 23 LINEAR INTERPOLATION BEPAIEEN MULL MGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. 9125 3)MUCLO11 AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACPDIMENSIONS. SEE SHEET521 23. HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEC521-23 FIGURFSSHOWSUGGE IM.APPRO)UTATE HOLELOCATIONS, ' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFlCAT 10i1s. Ho1iOW AND GRouGFn-LEo CCNCREY2 BLOCK UNIT (OIII UI SHALL CONFORM TO AST C.90, WOOD SHN.L.BE PRESSURE TRFATED yo.LCWSOUTHERgPiNEWtTHANSGOF0.55.ALUMINUMSHALL 13ESDMTSANDBEAMINIMUM OF.125' STUDS TO UP-AMINIMUM GRADE 33AN MUCTURALSTEELTO BEAT 1•X3.1287X3'MULLION (;•yFMUU.tOH) THICK, STEEI- LEAST.iW THICKAND A35.ALLANCHORS INTO METALSHALL S(TEND AT LEAST3 SCRFWTHREADSBEYOND THE MATERIAL #1a &#12 ANCHORS INTO WOOD MAY BESYML, 16-8 SS. OR1410 S.S. f/ II(i!- ,�.. No.5S705 % 7W S&lompA' A.LYuN1tJ KER,P.5- FL?.EJFa&705 94x:? IUm.Taba Mumton, a c F ��alu:'F]eolllamcr tfS•Eke UA[a[m ati4`q�oUlwe[D vi'Ekaunr�,i• VIIiecut Anorior0l p Pzttonle IAm �mD�seaaluaiD.wwa.,:=�W ...... ��p, 7Dsly •tmms- •wn tyA � WA WA emms •eas,x ,r 2A,CMF®'1.25•JdI0LD.D1E-0CD.FM. '77DD�1• SSD7Ds'. •i.DDO A[ecphDmNu 4AM1[Aoi[fl9'1. Sa1MDF.IFC[D U9arak <m 7W1N :WA WA WA •WA ?xp,mtiDn7}.tf p �I%2'•L 17EFQR'ftiEOFFSETOUP+USETHESAMEANCHORP.AT7F�3N•ATIIDANCHOR'VALUESAS HESFQp1DA?iDCIIP. ay�r .{� TABLENOTE& Tdlmni dal , •d FfGURE2 FfGU.RE:3: 'FIGUREa:. FIGURE& FIGURES: j),-SNSPOR.INSTRUCTIONS 0IV IISINO7FlSTABLES]WD SHEEf25FORdNFORGdA7SONUN LOADiNR•SEE t111 Ir F(GUREt: ° e ° ° o. °, e o ° o ° 9HEEf5Z4r'ORGENERAIINSTAUfiMOHMEfHODS. + {'2�.VO y '•^F.Q ° 2)L1tJEAR'IN7ERPOFA710N8EMEENMU11.1,ENGTHSANDl0ROPENINGWIOTH51uAU.OWABLE. :' •�•.�C 0 4ODD` _� ri No.SR05 3)'MUfLI0NMf0MtiLUONCUPSSHOWNARENOT7O5CR FirMONSsHOWNON EETS214'&FIGOESSHOW TO6EOWLlEOINTHEFIELDFOLLOWING DIMENGIONAL0 ,'}�j. !6 �J FIGURET: SUGGESTED,i1pPROXINJATEHOLEIAGATIONS. ,icy ST7A F `' RGURES: n o ri o•. ' 0 4)SU9STRA7fSrCONCRkiESHALIGONFORMTO11C1.30TSPECIFTCATION6�H011.0WJINDOROLr1%FIU.ED , 72s CONCE(ECG$UN[f(CIv1U)'St�1LGCOl�PbRM701�S7MG90.W060SHALL9EPkiFSSUREZaEATFDYEUAW �fSs •......... ° ° _o• o SOUTEiEFt�VPIPlE11ff11iANSG0F0.66:A1S1MINUMSHALLBEfiU63.751ANDBEAh4N1b1Uid.OP.12S7ilICSCSTcEL �i Is1C]NiI1..F'�� .� Lo s[unsTosEA.,MINtMtIMGRADt aaAND.oasTHlcKl�eGauGE).siRuaruaa�S7EB�EYONo7}EMATERFALn o1 gK . ._- ANDA3&-ALL•ANCHORG.INTO'METALSHALLEXTEND'A7LEA973SOREW7Hf:FJt i'X LWUON A.LYNf`IMI P.E. S AR47os5. MllLLION �p��{35705 ANGLE'CLAP'{>=1GURES�S&s)MOSiHj�,USED4NPAIRS: -" - — -' _ vT2ANCHORSINCOWOODM:Ry9£�iEEt,1R $_. , 'AgLETA :�ii •+'r^J33..a MRUIon Ca as1 Ta[rie !� OpenmgWidih(rortbNraBY•sP�nlclGm�ar�orOPan[ngHe7gnt{JcrindmRntA••sPJo�1• 1{RIn 16R In 08In 70M 801R 884t Sealn 11e1a Rc� llar 7rrmaam, P ^r 90 nQ. d� 1}a P �Un= u 7�N1o02 Ka�ladar 7rap7dm, RecbnWtvr 'r F R ele Rele�laeR� Qet Tm r* > Bx 1 %4x376 A[ulmTUbe Ractartpu)er acptlaub. lyaane IpTft Leednti taoGRB r a £ $ g4 eD lafiaAntl x r5� 11^ �^� z 3$ ' S S 4i a s a s S d a"$ rd H w Molt n "$. Y n_ a ab a_ a� 3� a tBSg a 3s�t aEp 'S ar �' a fix$ Sy 7sB b 5f 5 g it L? --� Sir R V si �5� 9 li ,� r� �a IC•L . CLIP (riGURzs 5S6) MUST BEUSEO IN PAIRS. t1uFlJdde A I ovate ANDAR➢CLIP_ -.-ItD62 l•-- —j 1.DDD" j— gcocPhnasNe r iw[• Dam 20 e ' Br TABLzNOTES: 1) SEE SNEEi• 1 L-UK INSTRUCTIONS ON USING 71I7, Alll- D SFIEET25 FOR INFORMATION ON LOADING. SEE SrlEE'C32-4 FOR GENERAL )NSTAtiAT10N MEfHOPS_ 2} LINEAR INTERPOLATION BETw9e4 uLLLMIG7HS ANDIOROPENINGWMTKS ISALLOWABLE. �� U�,•. "_.,,"C� r� 3}MULLION AND MULLION CllPSSHOWN ARE NOTTO SCALE FOR EXACT➢IMENSIONS, SEE 4.000" 4.000` � �• ; Na. 50705 SHEETS21-23. HOLES To BE DRILLED INTHE FMLD FOLLOWINGDWENSIONALRESTRICRONS SHOWN ON SHEET.21-26. FIGURES SHOW SUGGESTED, APPROXIMATE}IOLE LOCAYIONS. --� FIGUFt6iT, q)SUBS[RAYES:CONCREMSHALLCONFORMTOACI301SPECIFICATIONS.HOLLOWAND 41SLIMlL.LE1%NCRSrEBtOcKUNIT{ChN}SHALLCONI�RMTOASTMC98.WOODSHALLBE PRESSURE•TREKTED LLOWSOUTHFANPINEWrrHANSGOF0.65,ALUMINUMSHALLBE .375 = v , '� ' J ti O� ; • �•�{� '• rfOR701::'Ej. ti rG�'�% -_- -- —_-._ .6063-75AND9SAWNTMUM OF.125_,T'H� tELaTw SYOBBAMINIMUMGRAbE33AND.045" ��A"�T:1�"T!'IICK'AtI0A38.ALLANCHOAS .3T5 —{ �y••�..•• --- ...---THICK(19GAl1GE).STRUCTURAL.5�1'EELTOB t INTO MECALSHALLEXTBNDATLEAST.3SCREW 7kiREA➢S BEYOND THEMA7F_RIAL#t0 &$12 1•X4-X,sr6•' 1•X4•X378"T '.,.MULLIDN IAUwOH A.� (KMILL`^i,P.E ANCRORSINTO WOODMAYBE STEEL, 18-8&S.OR410SS' ' �p,g,rgT05 1.25, x 3185"X ,285' AIUM Tioa mall TABLE --FIGURES;— — -- M TABLE NOTES' ON LOAD SEE SH�SEES-1 FOR IHE-M24FORGNUSIIqo ENERALINSTALLAT'O ANo MEI'HORS ��R(NF�RMATION 2) LINEAR INTEWOTATW N BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3)M=ONAN, MUWONOUPSSHovllkrl'�t�'tiOT,ir+SGALEFOR bWO1'DIMENSIONS, SEE ANME ANGLE PMUT SHEETS21-23.HOLM-rCBEDRILLEE)IRnE.FIEWFoLLOWiNGD@dENSICNALRESiRI=IONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE .IMPAIRS. ---- _q) SUBSTRATES.' CONCRETE SHALL CONFORM-(O ACI301 SPECIFIOATIONS. HOLLOW AND L�FSHATScoNFORMTopsTMCAo.wOODSHAU. -- ---- _SROUT-FILLSOOONCRETEHLDCK%+NTC{ EEPRESUSR TRFATE0YELLOWSODTHERN_P..INEMMANSGOF0.53.AWMINUMSHAI.LHE STEELS UDSTO BEAMMMUM GRADE33 AND 53E3-T5 AND SS AMMiMUM OF.125' THICK 045'TM01C {ia GAUGE). STRUCTURALSTEELTO HE AT i.EA$T.-iw- MCKANDA36.ALL BEYONOTHEMATERIAL #TO & ORS INTO ME INTO W � sE STEM, i&B SS OR a70 5 ,. eamDFYiaEwIlhlSa S29ni4. IIvild'mE Code L�^6218.03 '� DIv.567G5 7 B I ONA� A. LY%iT52JW " P E FL P.E:* 58705 k iSLH 9A M¢I11an caeaoRY TaL[e(maltLPl OpPDI¢Dylldlh(IPCVeTCP°I�''sPatr]Inm¢OlomSorQPsnIn9 H�QhIIAICh°tl�anmDY'°D°S>�l�m�en:7�H 11¢In 14¢k � o eak 7aln ¢Dg a¢H tmin 5¢H anprt,T Tpptldmz RactowN., 7nP'Irtov n. 9 Raclen¢Jk+' Tnp'RUn0. R4ero:q+�r 'OnpIT RaScPWOt :r+a �Rc�P. RaclaaPaly 7nN1)t^^u• m�wCea¢ laadegv Tt1alev Tmp. RLoaEYiII Cee®nP wan¢ loafing is X426 L„d Lmaap Cood.q (aaMII L9atl'op LOauIM Lan6eP IaOdYg ?� 'pg, ^� �+ XSDD Ell ja o „n a m¢--vnD 5H Sus the Slap 621' IPf.T' 7sl¢' -t74P sxi toss ttte tn.P 521 PSt af¢ 7T¢A sv � ll)�.f�riiCait{✓•iiyRri��..� 0m®�mmmmomoomm �mmmOm®Q�mm�wmmm 12SD' F!GURE'1: FTGUITE2: _ TASLENOTES: ® ® ® 1)SEESHEETIFORINSTRU=ONSONUSINGTHETAHLESANDSHEET25FOR INFORMATION ® @ ON LOADEE ING. SSHEEIS 24 FRAL OR GENEINSTALLATION MEMODS. ... 2) UNEAR INTRRFOLATIOR 9ETWEEN MUU: LENGTHS pN0I0ROPUJING WID7H51S Al[AWASLE SEE FIGURE3: ANGLE 3)MULLJONAND MULLION DUPSSHOWNARENOTTDSCAI�FOR DWOTDIMENSIONS 325Y SHEETS 21-23. HOLEs'[o BE DRILLED 1N THEFIELD FOLLOWING OW EHSIONAL. RESiRLOTIONS -.--.. -- - _- ----- - CLJPWJSr. --- SHOWNOPFSIIEEY'321.23:F1GUfi� c rAPPROXIMATEHOLELODAMONS BE USED - - _ _ . _ _. _ _. _ jIN PAIRS•.S)SU88TAATES:CONCRE7ESHALLC.ONFORM7UAOf30'ISPrO1FlOATIONS.HOI.LOWANO 100• GROUT•FILLED CONCREtE BLOCKUNIT (OMUJ SifiALL CONFORM TOASTht G90. WO SP.ALL IGUREd: FIGURE5: FIGUREfi: 91?PRESSUR67RFATFAYEU,OWSOUTHERNPINEWLL}{ANSGOFD3iACUMINUMSHALLHE. SOB3.25ANDBE/kM1NIMUM OF-100"THICLGSiEELSiUD5708EAMWW"GRADES, .045°'LH10K(18GAUGE).STRUGTURALS7EEL70BEATLEAST.1257HICKANDA36.ALL t mus"X.10D' 1ANOHORS INTO METAL SHALL EKT'END ATLEAS'I'3 SCREW THREADS BEYOND TH2 MATeR1A4 - - MUCUON :47J®[#i08�t2ANCHORSIN'lOWooDMAYBESTEEL.18•aS.S.0R41oS.S. wim nm 05 \�� gyp. .- .. •lC,�- rr' . �`� • No. b'8795 • � :ro a y `X f si`A E F � A_N-NN,WLL'i't?, P.E. FL P.Evp 66705 — ra.,n.Y. _. _• laom uuo .f0� Bo7x 90 in 37 in Gam 7q dfa0. A�ga+aota 7ap7A,nx. Ra �lu TMpT.:nt• Aoq�nlFdv 7rpftdma. A � at Trv� ,�:pF L'a dxna. R,gaoP Tnp7dxap. RnaUaWtu 7np?dxa6. RtclaW� �> LW lard-M Lo,dna UrdNa [nxdnC 7 35 %J.45 ��ur,r Tr��d�- RIm�GM , a,dNa [md'.+x le,d'mg ls:dina Lacdlrq Iax&rq � .. '. "ate-'- 5 :.. " �•-• �^ L ? : m .' X,Su ° ,= - 'g.. k $.. 2 '� .: �-.. ., •a'='a qE'- §s : e� a frg �$ a tum Tube � .$ 5^ a- :^ a, d �•€, e+�, "@. � ^B �� ai� u" — �o':. b na � i k� u s .. g J tT01 oR S ti8 y_ _ � - u_e �'_. e.>=" :4.0 '7j$ 'Hs .`'�--ss �, v1� x� 3'�. �9 ��.-aa�. '�'7. �-�!� __ _ �-:�c;e. fee •3�dc �@ rd to `�o �a �8. �i uiamm�®m�L75i� maim mm M�idlifi.��®m� ommmmm©mm®m�rrr+�r+rr�r�rr�rrrri■�r�rrrirrr I 7 7v!ti! �OPim)XfAr+�nu•_-- w'''r"'^'..—=AXCHORCAP.r,. MULLION CAP.,,,.a., USETHIS FORMULA TO 03UINTHE'ANCHOR ............ em, near rnaaFSaOND1NG TOAH . .. .. FIGURE'. TAELB NOTES: ...c..-.•r•-e•e FLGUREI: ..'.'. ... ® 1) SEESHEET 1 FOR UVSTRtdOC10NS ON ERAL INVALL MOO M A SHBES•2S FORINFORMA3lON ON LOADING. SEE SHEETS I. FOR GB-0ERALINS7ALL.0.270N METHODS ---._ .. _--_-- -- -- --- - - -- _ - -- _ - TIOROPENINGWIDTHSISALLOWASLE. _-=-2I Ul:EARiNTEIaPOLATION SEIlML`i.Nt'+� _ -- - 3)MULLIONAND UULLIONCLIPSSHO FIGURES: WNAREN07TOSOALEFORExACTAIM..ISlON5.SEc IP MUST SHE=S21-43.HOLESTOBEDRILLEOR17IJEFIELDFOILOWINGDIMENSIONALRFSMOVONS CL !� OL USED SHOWN ON SHEETS 21-43. FIGURES SHOW SUGGESTED. APPROXLMATEHOLE LOCATIONS. BE AKO IN FAIRS• b} SUBSTRATES: OONORETESHALL CONFORM i O AG1301 SPEC1FlCATIONS. HCLLOW GROUT-9L'D CONCREfEBIACKs U ST PQIEVJI7�it SDFo.GS.AWMINUMSNALLBS FFIGURES FIGURES: 8@PRESSUREIREA7EDY IGURE4: c'4IOW 6969-TSPN bBEAMINIMUMS OF.100'TiUOLC.STFF7.57U0ST0SEAMINIMUMGRADE 966_THIMC15GAUGE).51RUGCllRAL57EEL70BEATLFA5T.12S7yICKANOA35,ALL �t yIt p� I ANCHOR AMTOMETALSHALLflt7'ENOATLEA5735CREW7HRFAOSSEYONOTFi'oMATERW- 1Hp51%t2ANCHORS TITO W000 AIRY BESTEE.18-SSS-OR-0105.3. (/ . vundlr��•� . urn A. LfNtti`�P�iICL�R. P.E. FL P.Em SUDS of TmplLianp• ReelmSidr70UT"�aM• AeclaCpDlyBYR7aP�^6. l�giLeaS lm7ls Cop R� @h@ 71 t4_ SOS, a tX I✓��D.. LoCd6ID�.. .Lotdmp ioCi1M lee q M RacUngdu {yq Inatinp 1etM7 TroPT'�I�R• Ac am!!u ImGnS L°S 26 X3.94 Le.F+eS In7dIe9 Lasfup LwdnO _ ^ y .. w „ ,u='.p '1 .. F 5 " %.E2b ±— _.- r'- - k - __- E__ .-__ g�_ -G_ _..': �-- �� C•'�' �f :�z� � �' � � a "p n u,e. c y: dwR w '3 _ ¢'-_ 5__ .;� p• Sg U -.g, - .-y.•� ^-_ G l u _b 7�g� " " `� x'g. s ��• k & �� r e �� 'k :. �, §, 5iulll n >- e c a4 0 ,� rN`� g g� 5 5•:• � 9 '•`a s aIca �2 �� fE^< <ciT. ie s�"a'G[a' 'e hoc s'� $m se^ €cEs . Edc3 �c m3 Fc FoT z' @a nee ute• aaa Sii 7IDS i{BII 17D.0 521 4DA YT36 772D I524 1I0.0 17H7 77@-D dt' 9610 i{Is M<IC 11'iS 97i 1M3 D73 st 73a 7T] 661 7L7 17} ss.. .IDa 975 975 SDSS e66 77.6 9I5 IIB] 61t 73D a6A D56 S{] 130 asa ]19 A3 aA 375 ZlR tU 2'+A Bit 11732 sla Sd0 2 73D 9d 39a 2LT �33 ZU 631 706 { 7 73H 1B] {y {SO If1.D 6?2 97.@ ]Bt 9.7 TJ IS> [1.t Yt] 6:4 719 TSe �21A�121 62{ 72S 57i 1f1L F1GU EY: FIGUAE2 TABLE NOTES: BLESANDSHaT25 FOR INFORMATWN CNLOADING.SEESHEEL52 FORZ91 �l'TN`3�ti0N METHODS. 2} LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWASLS FIGURES: ANGLE 3}MUWCNLU ANDMUONCLIPSSHOWNARENOTTOSCALE,FOREXACTAIMENSIONS,SEE ® MUSED SHEETS2J-MHOLMTOBEDRILLEDAITHEFELDFOLLOW{NGOIMENSIONALRESMOMONS ST SHOWN ON SHEETS 2'1-23- FIGURES SHOW SUGGFSTEC,AFpROXIMAT£HOLE LOCATIONS 1N PAIRS, 4}SUBSTRATES: CONCRETE SHALLCONFORM TO AC130i SPECIFICATIONS, KOLLOWAND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. W000 SHALL FIGURES BE PRESSURETREATEDYELLOW SOUTHE FNEWJTHANSGOF0,,55,ALUMINUMSHALLBE FiGURE4; FIGURES' SELTUDSTOBEAMNIMUMCRADF33AND NOND ALL 10K[16 7CBEA ANCHORS METALSHALLEXTEMADAyLEREWTjREaD9E:yQNO THE MATERIALr108#2 ANCHORSNO WOOD MAYBE STSM-1MSsOR410 S$. AST 3 itililli��✓ i�: VcL•Nsg '• CQ •` ,lo.Sam sYA G A. LYNNMILLER, P.E. Sores ,cn RxtoaWlat 'Psp fdc�. ftocfeo7d0r 7uadit 2xbx.26- " LecCsP_.- __.[A_ _-iat6nlT- M=.TubP Q om. '� u.-. •a .. .. }Atllian L S S $� $'A n 'yy�• Is t0a le - t2D,n N91n tW,n RewnaW, ,�LRPS01!e4� ... x iW Rac�� er Tap[Snue1F Et-=adx 7n -SnxAeII`� ` `L• �, •. 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Nor FOR7HEOFFSErCUP, USETKEa5pmm �c+�n.,R�.,.•-•�••__.------ 2,0D0' Mlem liDdaPlPCuc[ FIGUREI: FIGUf2r2- FIGURES FIGURE4: v e a YASLSHOTES 1}SEESHEET7FDRINSTRUGTIONSONUSING-IHEYAeLESANOSHEET25FORLNFORMP.TIONONCDAI]1NG-SEESHEE732�FORGFNf37ALINSTAWTLONMETFiODS. �111SIIIS�1r� z; •'. it M a FIGURES: FIGURE S• n o o o 2)LINEAR11dTMpOL:1jONBETWEENMULLLENGTHSANDIOROPENINGWIDTHSISALLOWABLE' 3)MUi.UONANDMNLUONCLfFSSHOWNARENOTTOSCN-E.FOREXAOTOIPGBdSiDNS,SEESHEETS21-23HOLEST0BEDRQ113]IN 4,000" .26V `�" fF; = /•r /i �i�1. yjr��OF c o Ell THEFIELOFOLLOWINGOIM1ENSlONAIRESTRICTIONSSHOWNOXSHEETS21-73-F{GURESSHOWSllGGB51'ED,APPROXLMATEHOf.E S� LOCATIONS.)ECIpI AND D CONCRETE OY91HOLLOOWSOUTHERNPII.EWrHANSeor'&& ¢)gUBSTRATEB:DORMTO J��S;StfON;�L-`� ` FIGURET: p-:q F7GURE6: FIGURES: °D° y p Iln II & It ° FIGURE10: � M. -- 1 m 0 M. � ANGLE CUP (FZGUPAIRS. 1 MUSTBEUS°A IN PAIRS. STMC90-WORMT0AC13018ESSUCATIONS (OMU)SHALLCONF0RM70ASTMC50.W00D5HALL8EPRE55UREEELSTEDaTOBE MINIMUMG ADESTHANSf30FP,55. ALUMINUM SHALLBE6053-TSANDBEAMINOAUM OF.125'YHICIGcrFFT.STUDSTOBEAMETALSH LLEK DATL5STHIG$OR GAUGES. STRUC7Uf1ALSTEF3.T0 BEAT LFIST.126' 7HiCK AND ASS. AIA.ANCHORS INTO M�TAL51tnLLE-7CTEN0 AT 1FA57 SS .a.IREpDg 8£YOND THE MATERIAL. ,"r10 &tAi2 ANCHORS INTO WOOD MAY8ES7EE418-B SS. OR 4S0 S.S. Z,Xp,X.25'µULLIoN A.� ,P'� � P;•)} 5gg65 - .... . .......... _ ..._..��-�.:-�._.. Wiz,.. A9LE i3A M.M. aD Tnh D bae) . .... OpofdaBWirilK(fq--ric*.sparAfRa¢idams)arOPmSnfSNoTa)lEfotlndmf�al vsefli ...iota) -6➢�-- _.---tAin wil - --._ _- 801n __ -_ .i0D1n ' . �••••• ,.•� ••'17DIn I 1[9fo 7Wk Rae[aPO - YrayCdanO Ra4nnp71er YrofYMz,O. Rxiangdar Tn!lRlar�➢• Raa1m➢uVc 'vaprnlm➢• Realanca. Th+yfde�q. 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Tl2 2Z52 60.t+ 7&78 47.0 2252 bl.{ 169d F.= X }I 1yy L� 1y5.! !36( 17bd t4/5 ]OL3 13b[ iOB.! ii7+ S9.t 15b[ ➢SS 74OT 762 1b9i IID� 1vW bDS 1564 T23 tJTd tl2.9 13b4 85.7 ]05b +^T.1 156! SL,9 1J30 M7 1561 {0.2 1DO5 3IL1 736E 1{.i tZ43 (L _ N AMf`Nr1R CA96t:lTYAWUS7rMr•fTFORMULA: �S l: Tube MLYA SFESHEET I FOR INSTRUCTIONSOM USING THE TABLES AND SHEL725 fORINFORMA-TION ON LOAMNa sEESHRaT52-4 FOR GENERAL INSTALLATION METHODS. Z)UN5ARIN-raRpOLATIoNBRTWEr2NMUU:LE-NGTHSANDIOROPFMNGWMIPSISAL1-.OWABLE- I.AND MULLICIN cUn SHOWN ARE MOTTO SCAM MR EYAOT DIMENSIONS, SE-- SHEETS 21-23. MULLION 2122. FIELD FOLLOWING DIMENSIONAL REMICnONS.SHOWN ON SHEZS - HOLE-�,To DEDMLED INT91- FIGURES SHOW SUGGESTED, APPROXIMM HOLV LOCATIONS, .12W AN LECUPMU TSF USED IN PAIRS. 4) SUBSTRATE,CONCRETE SHALL ODMORM10 AZI 001 sPECIFICAMONS.NOLLOW AND GROUT -FILLED CONCRETE BLOCK UWf(GMU)SHALLOONFORMTOASTMO-ae.WOOD 814ALI-13EFRMSURB-TRFATED yELLoW, SOUTHERN PINE WITKAN SG OF 0.55.ALUMINUM SHALLBE 605345AND SEA MINIMUM OF326- STEELSTUDS TO BEA MIMMUM 6&ADE 33 AND.045,7WcK Cl a eAYJG-.1. STRL307URAL SrEELTO SEAT 1.26'X 2.'ll"X.12V MULLION THICK. t.M5"rKlCKANDASR.ALLANCHOFtSI14TOMLfALSHkU.EXTZMnA,rLMSTSSCFMW'MRFkDSBEYCND (IMEGRAL AN MULUOM THEM ATERTAL. 410 & M2 ANCHORS INTO WOOD MAY BE STEEL, 111,8 S.S. OR410 sa '14 all V N N '.0 . .......... D cr. u� FLP.S:M705 3.25- a6 DEG.AL mYMULL F[GURE t: TABLENOTEM ON t)SEESHTS2,FORRsENS TIONTALUSING METHODS, ANDSH T2S FOR INF ALLOWABLE LOAD[NG. SEE, 2-d FOR GENERAL 1NSTAllA7lON METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCIOR OPENING WIDTHS IS ALLOWABLE rIGURE2: 3) MULLION AND MULLION CUPS SHOWN ARE NDTTO sGALE. FORFJCACI'DRdENSIONS, SEESHEEtS 21 23. HDLES'CO BEDRR.LEO IN THEFIET•D FOLLOWING DIMENSIONALRESTRICTIONBSHOWN ON 6HEI:TS2i�9 FIGURES SHOW SUGGESTED. APPROMATEHOIELOCATIONS• d) SUBSiRAWES: CONCRETE SHALLCONFORM TOACI301 SPECIFICATIONS HOLLOW AND GROUT FR1k0 FIGURE3t CONCRETEBLOCKUNLW (CMU)SHALLOONFORMTO?STMC96•WOODSHALLBEPRESSURE-TReA'fEO: AST J INTI YELLOW SOUTHERN PUIEWJrtt AN 5GOF O.65.ALUMINUM SHALL5E BOs3-TSANDHEAMINIMUM THLLD STFJ;LST"P. BEAMINWIUM GRADE 33AND.045'TH(CK (SB GAUG6}•STRUC(URALSCEELT0 BEAT WFiEMATERtAL�tD&t2Ai mlawCINTOWooDMAYABESTEELFI&BS.S.OR4 6S.S,CREWTHREADSBEYOHD m ° ANGLE CLIP (FIGURESt-3) MUST BE USED IN PAIRS. an* IJAY MULLION wi¢�1he 51� o° i� gib. a3T05 A. L1jN}d hhlt'1t112. P.E. FL F.E# 58705 3.25"45 DSG.AL BAY MULL FIGUR G LE3 AND 6HF�T25 FOR INFORMATION 6N L0A41NG. El S) Sr'E SHEET S FL3R 1NSiR VL INSTALLATION METHODS. SEESHEETS2.4FFOR GEISERALNSTALL4T10NMETHODS. 2) LINEARINTERPOLAMON BETWEEN MULLLENGTHSANDIDR OPENBSG WIDTHS IS ALLOWABLE. FIGURE 2 3)MULLION AND MULLION CUPS SHOWN ARE NOT IM SCALE. FOR EXACT DIMENSIONS, ON SHEET s 1- 2i HOLES TO Be DRILLED fK HE FIED FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET52'1�2.7. e a a m FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) STRATES: CONCREI r; SHALL CONFORM TO A013018FECTICATIONS. HOLLOW AND GROUT -FILLED SUB CONCRE ESCKUNIT (OMU) SHALL CONFORMTO ASTM 660. WOOD SHALLBEFRESSUR�TMEATED c FIGURE o m m e yfl±OWSOUTHEPNPINEUI±THANSG9FL5S.ALUMINUMSHALLBE6063-T5ANDBEAMINIMUMOF-12V THICK. STEEL STUOSTO BEA MUVIMUM GRADE S3 AND .0/S THICK (10 GAUGEASlT2UCTURAISTE�LTOBEAT � A"fOW OD MA BESSYEHL,sS.ORL d�iO&S.CREWTHREADSHBYOND TtiE MATERIA�Lnl708#'I�ANCHORSC ANGLE CLIP (FIGURES 1-3) MUSYBEUBED IN PAIRS. t•—iase•-1 $��; o •.-� 1.oea: •� -� •-•-i :i.00D• �•-. .125 � z750• .125 S. ' •12S 125' T:72'3' 270' jr .12S ZDOh,r moot/ 2B5' 'S;= sm I{ r-.125' 'Z 1 C4 a !!J . •r 12S L '_. .37b°. .375 :6 j0• .SW' S00• f D t- 1 _T T 1'X2•X'.i25'M,VLI.10N 9'+X2•X.075•MV7N 1•XZ �� MLi1ON TX2B063T65IrMULLION TX'0080. AMmL T2H"X 8063•T5A4UM,I1WON 128'X21rMAL( LUON ¢ a 0 6083•T6ALUkL H0H37SALUM. � SE9AM JGSECTION Xv^BC7ION XSEOTIDN X-SECZION to p� X l XSEOI:ION Ir- • J TABLE A w e i 2XSAF43LECLIF vhnwie1G11 Volue.(in)F.67M01)lon-. S`, 9 t' 'STANDARGCGIP H063 T6 ALUM. Q" ' 5063-;T6ALUl ,2:175° sm, en0N q .t 2 zaOD' XSECTION l U•OLIP •$ z854 1'X2 X.12S ¢ 1 c •I 1 .sa93-TBAUJM. II .12s AlumTnutn !- an d o 125- XSEC'nON L C O.S95 IWl . MUlRen n 2 " D 0.740 ¢ S o 426- e A a " 1"X2'X315LIJ 340° �— - B z404 Numieum a �5 vyi p n 6aD0• C •0.055 TUIx MufJfon V GSiEAFITEI:CL�P,SEE MIN. _� f�---^SAE70� D 0.490' III. �� y p -- - SHBkT.F - _ - - ----- ---- _ - .^. '' -! . �,L _.. 0. i:816 �'o MrN. -�-- r_..�..---i. •.33t!•fJl)N. u-CLIP 9 3.000 1"X 35'"X — y 9- r------ I I .t t A' q i. __ _M_— C 0.757 :376AW-1-- �CSANGLE CLIP 60• pTpylpylA' b6as rSALuuL II 7.ti8 _M,_ Ma1TIDR Yopvmw. �• CENTEROFANDHORHOLE7A75CLEWMitN7HE R .45DMin, -STANDARD CUP DASHED BOUNDARY.SEESHEEMS-V FORTHE BOb'3TSALUI+L ' CENSEROFAHCHOR. 'ANCHORo.C.nmTANaFm MUMANc}i0R 'A i•3'12 i'X2.]5"X CENTCEY OFANCii.ORNOtP.LTUS1:L,lE TOPVIEW HOL_-mw-..IB HOLEn1AMETER: ANCHOR DWETM 11197. B. 3.000 .Csw- - W}T}11N7H£DWEb730UNOARGSE6 WITHIN7HEDASHE1X 'C 0.416 .A[uR1lpirsit SHEEfS'S4YFOR'TfIEANCHO&= BOUNDAR.Y:6� T8b6•Milplon. 01SFANCL WSIMUMAN0HORHOL5. 'SHFfT$E47,EORTTiE TABLE9 D 0:836 .nIAN;E7EftRNCHOH;OtAMETFEt+Tt1>s. .ANOHORO.C. A DISTANCF.j�tNOhiVM PG7 Part : VX3.125•X _-p2mUCTREVISPD !{NCHORHOIE MuIIDlmaDsiDD(sheat B z837 mc"mptyvalvU�lMFisrs PMErEmANgfic Mul[IDn W. C)1 �tfseE Cilp ;U C1)p N6M512M 0 0.863 Tube Mdl Ate*z=Code tezroms-C MIN. DIAMETER+1111B.1 Tuba Mt 11 ash,^•,eNo .� .375 1° xz X.12T (5) 8660.5 E661i9M' 66511i8M 666243M p; Y:1 7 yirJu Tate ijD2I M1N J_M °X2"X.373'(6j 6aBW6 56611 6BeitisM 566244M A 2-M Tsy --�. B• 3;�. 1aS'X>188: P> Dndepfadoei VXz7a'X.375u(1) 56607 666i15M MJ20M 666245M X2§6°'Alum (e) 56608• 666116MS66i12tM 666246M ( 7D65Mtl1t1TIC66637M ssaii16M 5661114M 6662i42M' ��••''cENSF'-. i X3325 X.SDD" (9} i.28• X211"'X �` � ; � •.••�t 1.7s'Xai6a"X mW. (1Z 60841M 66WIVI 666iii3)d fi6624iM 666516M A 1.813 i2i"Alum = �; l Tubb Mull is; 11a.56T0a 59370 M. WA N1A 666517N1 _ n 1 u OFFSETCLIP NOTES: .125' 90TOPY IUM. I'11HOLE$TO;BETIRILLEDINTHEF.)6.DFOLtOWINGD)MENSIONALRSTRICTIONSG1I&IN0NTHI8SHEEL �� •' 3Pp1 �;:� '2)SEESHED`- DFORSUGGFSTED.APPROXIMATEIiOLEIAC.ATIONSBANCHORO.GOl5TANCE 'Ar�$R7��1pkR E5CAE. 3)S;ESHEETS24FORGERALINSTAUATIONMETHODS. FLP,05 it i i i i i i i i r i � f i f � �Jq0' � .125 I I •1'STANDARDOUP 2.125' 2.000' 2%SANGIc'CUP 2006' s0s3•T6A1.UM. } VDU .y06�-T67+LUM. XSEGTIAN ! I sXSEf:110N� X•S[3.'RCN 5175 r 72S`---t E(�J.TEF•CI.IP.SEE I. ._._ MNrDETAILF.SHEEf4 ! I ! S I y rc STANDARD CUP '6063•T6ALUM. •CENTEROFAfSC iDRHOLEMUSS'UPimpti i 1:877" . MIN: jlt f ! I ! I :125' : 1 I .125 • 46'-1 2250' o• I i . H• i 3350:gsgAYMU4LtON. 90';BAYMUIUDR , s�3•Y6ACUM. � •-'�'�' � -..•— s0e3.T.s•ALUN ' l: D6'SF-GTfCN� XSECTtON ` ' t (i: \ • DFFSETCUP .226' 4••-301'-i .740 . ' �J 60Topyaw . zzs—Sat•-a r� NOTES,' 1)}loLm ro.BEDFlLLEQINTHE'FIECDFOiLOWINGDllNENS10NALRESiRICii0N5G1YENON7H15'SNEEi 2}SEE •SHEErS'S 20 FOR SUGGESTED:'APFEtQXIMA•fEHOCE^COCATIONS: 3) $EESHEErS'2-4 Foji GENET�LINSTALUCR(N}'MEY}iODS _- U•GUP U052-TBALUNL TOPYIEW A'S AROLEbUP 2063TGALUM. TOPYtw fr-,>lis f ` ��•�•2�.. ��1 III•.; T fC � tiLK F1. P.E, .5Pffi, 2F87D,R5 E. 5 CABLES m � � h MIIifDSmansTon PQTPErto Q �^ y (shoe: MuMm Std. clip U-mnp Angie alp I --� �"--i2' I `j j^•1 --i I-,125• �i.'' e 2"X4'X.2W(18) 66602 666261M 866271fi1 666S112M Id tI U-CLIP 2X5ANGlECCIPA'Qw (17) 55504 666282M 666272M 60511SM LsTANIDARDCLIP I 6 AIUM6063•T6ALU3+i. SOE3. GLP CU2A00' =0N 21L 25 %SECTION 2000' XSECDON N NDTES: - I t,1�' .124 .12� a m F 1) HOLES TQ 8E DRILLED IN THE F1MD FOLLOWING y H� e 03MEMSIORAL RESTRICTIONS 19NEN ON THIS SHEET. }}.. 7a SF_E SHEETS 5.20 PoR SUGGESTED, APPR=MA7E I I - �--1.49G_4 � � lF3 HQLELODATIONS. 3)SEE SHEETS 2-4'FORGENERALMSTALIATIONMETHODS. 5,500' ^g CU 1>=� m 00' �IfFE-Cm13P 6.000' .375" ¢I,i y c O 2n00' .G76' 39 M3N '� �._ SE�BDD'AILF. ^' I .376' MIN, SHEEN MW 1 I q:006" @ .-�.-..-_ - - — 1 1 ^ —•^ l^ 3A38` F t 3.438' +'--- - — - -"'— _ _'- -, 250•MULLION I � I 3.436` 1 I _ _ _ 6C8376ALUM._ _. l I - I - - .• 1. ': zti 1 1 37$ _. X.SECTIDN ' , _ _3' _ I: _wa _ ' - - L--_----.-•-------•^_J MIN CENTER OFANCHOR STANDARD CLIP UOLlP.60SS75ALVM� WANGiLECUP 6068-'fB N•UM• SEO FOR 2`X4'MVILDN,SF�T'IC' CEF'TEri OFANCiiORHOLEMU57 LIE 6083.7'6ALUM. HOLE MUSTLIE 160` WLTHINTFIE DASHED _ __-_-__ Bf1UyiDARY--SEE .... TOPVIEW TOPVIEW WffNmEDAWMEOUNDARY.SEE TOPVIEW .. SHETSS40F0RTHEANCHORO.0. 6.ODD' 2•X6'X25' MULLN 60 S-MALUM. XSECYION -�-j CUT HERETO GREOG Z75 3b00• I SEEDETAAILFP� .375' MIN. r-*MET4 MB'I. s- .^--- - i 1 1 t j ! 1 -- - `I ` I JI ------" i . � I , t 1 I 4.688' 1 I 1 I t I I I T- I l I —� 1 , I I I ! , SA' STANDARD CLIP 6063TOALUM- TOPhEW j1y 1 6 I U•CUP 6063 Y6ALVFd. _...._. US33.t-011.24'X1R•F�JI_L[ON. SHEET 17 70PNEN 5.438° M ANGLECLIP Boa,-T6 ALUM. TOPVIEW MIN. e-ReDUCT RVISL-'D a _P lyinsthth !9e F1 W is BnildinyCade }6-C112 5 Accetlllmee I`ro F�'yifaliegD3to�P ��} j�'• 51 EUF :' �� , k;• .!7...: GCS: X ,j' ....�1 Pe L1?I'N1�71LLE3t, P.E. y FL P E 68705 j FENESL�R7.- CH PRODUCTS SHE .ApP.RINAf.\ 72' LE nIZ14 •>ELtSTH SEE / sR EXAMPLE2•. MUL7IPLMULL10b15 iHEBUILOING5Us57}LATE IS ILNOW'N TO'BEYjLC>dD ON ALLFOURSIDES.°R4EWINDOW FRAME OEPI71I5 z V4:lHEaPkfelxG7�qu4Kk�+�Wkk�Cn rnraaurcc urrovur•ovurs� 1)1MTWT.LYASSIIMINGTHATAi' �W1DE MULL:fON.ISSUiTA'B1L-,THEMULLION LENGTH 1572` ANDTHE OPENING WIP7ii 1S3Y+$2vf`=6$ : g6FERENCA4G ST�EEf 25,'THE COLUMNUSiNG E GN PRESSUR OF++60.0160g •PSF�IF`lIiETA9LE-doMNOTSHOW'(HUDNTABLESFOFEIXAOi51iE,U6RlTHENEXI'LARGERsjZ Avfij 4MEDEPTH OF211/d'ANp'WALMF�70R EXCEED THEREOUIRED FROMTABLE3A,SHEET7,THEi"X275'X.37$'MULLION(LENGTH=72',OPT-Mr. WDTH=70')UE=7HEOEPTH.REQUIP=iHOVVBMRTHEPESIGIV•PRESSO&IS41-S6.3PSFANOWOLW NOT'1'JESULTABL£FCRTHISAPPWCkTIDN. .FR6MING ANO MAY. BE.'USED 1N7'HIS APPLICATION .UON CLENGTH =72!. O-OING YAM REQUIRED OF HAS.eDESGN PRESSURE OF41-727PSF WHiCH=MMSTHERL:QUIREMRIM FORTHE 2)USETABLH4BTOFiNDT MANCAOXTiPE, ANCHOR QUANTITY AND CLIPTYPEREQUIRED FORTHEWOOD SUBSTRATE. BOTH THE STANDARD CLIP!N11'H (4);;12ANCHORSANP.1}iE2X5 ANGL5CUP5 WITH:(4) a12 ANCHORS'HAVEA cAPACriY OF.NB LBS.THQUGREiTHER ONE'COULDSE USED,THESTANDARD,GUP iS EASIERTOINSiALI. 3)YFRIF..MDE$IGNPP.MSUREOF71MFfi4MMIIDNPRODUCTSUSEDWITHTHISMULLIONSYSTEA7.7} LOWED.DESIGN1°RESSURE.OFMULLI6NSORFENES1RATfON PROOUC'LS,WLL APPLY7OTHE OVERALLASSEMBLY. FINALDESIGN PRESSUREREQUIRES THAT7HE BOTH THE MULL'ICN!WDYHEFENESTRATTON PRODUCT BEINSTALLED INACCORDANCSWnHTHE INSTAUAT10NWECIFICATIONSit•1'IDRESPECRVESUBSTRATESANDFENE9.0: MOMPRODUCTSTOMUWOtb 1NTHIS EXAMPLE, THE 13PMON PRESURE.REQUIRED WAS•460.0.PSR THE OVEI VIL MULLION SYSTEMWAS'DESERN1t4®TO BE7z7.FSFWRHJW'ANOHOR CAPACITY OFS36 LBS.ALTERNAMVELY, .TFIEANOHOR>;APACITI'"ADJt7STMH�TFORMUL'ACOUTA HAVESEEN USED TO CALCUL'ATETHE ANCHDRCAPACL'LY REQU]$EU FOR7)iEEXAFTDESIGN PRESSURE OF60 PSF: 00PSF)X,(63BLBS.j=5Z4Ss S(MAYBEI)SEDTO.QUALIPYi)70STEFL.SCREWSFROMTAffiE4B)' 727 PSK KNOWNTOBECMU ONTHEJAMBSAND USES AdONCRETE HEADER=SILLTHE,WINDOW FRAME DEPTH IS2.'3JBLTIiE 0MLNG FtEQUIRESA R.THEVETTTICALidUL1(ON•V�- ' ^�. 1)IKMI ,LLYASSUMING THAT.A1'WIDE MULLION LS SL1rrABLE, THE MULLION LE145M IS 3 THECGLUMN USING RECTANGULAktOAD1NGSHALLSEUSEA. SCAN'THE MUWQNTABL r nn r2mED THB RECUIRED DESIGN.PF3ESSUREOP+50.OT65.0 PSF.lF7HETAeLE C FROM:TASL£3A,SHEE.T7;7HE i^%X2]5'X.375"MULLI0N (LENGTH=40B", OPENING WIDTH =SO')Mllft rHECETvTH REQUIRED, HOWEVERTH5,DESIGN PRESSUREIS41--15.1 PSF AND WOULD NOT BESUITAZLE FORTHISAPPLICAMON. .FROMTAfjLE'!2A SHFET 06."LfiE2'X 4':X250` MULi1pN (LENGTH=108', OPt.ND1G WIDTH =3D') }fA5 ADISIGN PRESSURE OP41-547 PtPMICH EXCEEOSTHE REQtIWZMENYS FOA71•IEOpt7JINGANO MAY BE USED INTHIS'RPPLICATfON. NOTE7HEANCHOR CJ4PACITYREQIHRED OFOn LBS: BECAUSE IfIS NOW KNOWNTHATTHE MULLION WILLADD 2"70 THSIMD- H OF 711E MULL: MLNrr.THEAD.JUSTED.OPBNING WIPTHIS36'+36 42'44", N0T73"AS PREVIOUSCf ASSUMED:,VERIFYt-tATTHEIDMIGNPRESSURE)SSTLLAPFLIaASLEFORTHE•AOdUSLEOOPENINGALTFRNATNELY,YHF"iIN00WWIDTHSMAYBEREDUCEOTOhWNTAIN THE73 61MENSION (35.1)T435.12'+Y=137. ai, is Tam;:6k.-rngkn-mp ANCHORT.YPE ANCHOR QUANTTYAND CIJPIYPF3=UIREDFCRTHECONCRETVSIISSMATEINTRSE�CAMPLE,ASSUMETHEPOUSED TNPREFORESU(TABLE, FOR THEFIIcQUIREDANCHOR CAOACL'LT'YO5MI L E S. FORTHE HORIZONrALMUL13611,11i BECAUSE'rHE'VERTICAL MULLy1ILL.EE AY'X4'X MT MLILIJON, INTHIS EXAMPLTL WB. Wtl.LMATCH TM''HORIZONTALANDNPATICAL MUWCNS, ALTERNATIVELY. ANCTHER fajIaNr&,E COULD BECHQSEN. THEMULMONL.ENGTHIS 3SANDTHEOPENWGNEIGHT IS 22+72v+2`=qu6'. REFERFNCINGSHEEr25,THE COLUMN USINGM APEZ01OXnRWNSULAf2'LOADWG MAY BE 'USED: FROMRABUEI2A.SHEET:I6. THE,Z'Xg X.R50"MULLION'(�lENGTH =42', QPENINGHE1GH `- ft')'LTASADESIGN?I ESSUREOF+}170.0'PSFWBICH L7LCEIDS'rHE REQU4Z6MEt7T.S'FO, TLLEOPEI3INGANDMAYSEUSt9tNTHiSAPPLICATION.NOTE.THEARCHORCAP(ICLIYRFQUIRED'OF52iLES. 4) FOR'THE.U•CiTP'INTHE.HORRONTAL.MULLIONTO VERTICAL MULL-10%USETHE SAMEANCHOR CAPACITYOFWl* LSMTA13LF 12BPOkTHEU CLIP SHOWSTHEAN6HCR CAPACITYIVID74-LBSWHENUSING3ANCHORS, WHICHiSmegr F,ANDTHEREFoRESUrrABLE,FORTHeREQUiREDAHCHOKCAPACITYREQUIREMENTOF6'EiLBS.THE ANCHOR.T.YPE ISli7)'I25TEELSCREW. FRDM'IHMOVESMPS, OUR:MULLION DESIGN PRESSURE Is 464.7 PSFFROMTHE V>=BriCALMULLION;. +7170.0 PSFFROMTHE3b-HORIZONTAL MULLION A'TTACHINGTO CMU;, •Fli70:0pSFFROUTRE-S �HORIZONTAGMULLIONATTACHINGTOTHEVERncALMULUONpNTERSECTION1 7HE.lAWESTDE$IGjQ PRESSLIREIS+I$4:T:PSF/WO WOULO'AFP1.Y.'PO X[tY]FTt�E)hULi.IGNS. VER n'nikDES)GNPRESSURE OFTHEFENESTRATION PRODUCTS USED WITHTHISMULUON SYSTEM.71JELQWER.DESIGNPRMSURE, OF MULLION&ORFFNESTRAMON PRODUCTS,WLL-MLYTOTHC-qUMMLASSEMBLY:FINALOESLGNPRESSUREREQUIRES,rW7ii:B=THEMULLIONAND-nir.K F,51 A710N'PBODUCXBEINSTALLEDIN 'AC00RDANOEYM"rHMiMSTALAA'PION SPEaFTCATIONS'IMO RESPECTIVE SUBSTRATESANOPENETRATION PRODUOTS.TO'MULUON. Y6'a2T8.ag ~�'.rt Plo.D070G A. I:YIJi�I •MI4 LI'F}i,'P.E FL P.i:.0 5H705 Jill SPIN, PIP 9 1,/�il LOADING OF HORIZONTAL MULLION - � � �,— --- •.—per--_ . _�,._.. — r FINPW a fl S2 SH10H 5HNH � U O d � 'S 14 Qa o0 I ME �=4xp i slemx � I LOAD1KG0FVFR11OALMULLION LOADING OFHORIZONTAL MUTON SILLOFININDOWSNOTANCHOREO WITHIMMSECTPlGVFRMALMULLION y PW PIN HR I l LOADINGOF(2)HORMONTALMULLIONS LOAOINGOFHORRONTALMULLION LOADING OFHORIZONTAL t MULL70N MUGED I F POOR PW PW + MOTES - DOOR r .x comPhui6�nU��a Ronda I 7) DRAWBNGSAR6 Build'aiBC c j RERESENTATIONSOFTYFICAL AcoeytcvtmNa t t I I I l t l I i .. y LOADING OFVERTICALSiUWON LOADING OFVVJWCALMUWON i PANMOFHINGMD00RISNOYCAFTURtiPOP-ANCHORFA WRHINTERSECTINGHORIZON7'ALMU.Ns t 1 r j`iat�r��e •eaw��i, Fw CONFIGURATIONS- CONFIGURATIONS NOT SHOWN 7h 4 2o2I Mar' MAY BE EXTRAPOIATEQ FROM Pnadaet THOSESHOWN. ) IFTHE LOADI CANNOT ��1.YId N PW 2, EPE RECTANGULAR LOADING. t,�GF173� '••,-7 \:�.: } / / 3) SE'cPROOUCTS APPROVAL FOR ACTUALANCHORLOCATIONS. S Na.�87R ^ _ _ - - -- - - --- - LOADINGOF%,MICAL .. LOADINGOFHORIZONTAL ,lam MULLION MULLION A.1 . N rR�4�.• AI:4. FL P.E.# 88705 MAIN]DO n UPMDADV COUNTY a o ( PROn7'UCT CONTROz; SECTION ��2`Xmi braiNTOVNZGUL�.7'O� Y t`)oZCQNOfvlrCRHSOTJ MS(RE R) 11fl05,5W2GsIre�k,ltgom288 1iPADV r�N ion nnnaz�zslxtl7rXoN xV S>Zot�.-- - T (786) � iS 2590 F (786) 315-2599 — - - -NTn.T rtrn Mil A(Itf! Ili TTANCE MOM }v+vN,minn ii dad°r�oy/aenitnmv X6.01 veanicc, 11L Tills NOA is being Issued undo#' tlia npplimble rules attd regulations govcrkling tine use of construction niatarials, Tlne dooutttentation SuUnnitted lies br eu evlerved Iitnd aocel�ted by IZvtlannf-17nde Comity 11E12 - pn•udttct Control Saotlob to b.o used in Mianni Dade County and other areas where allowed by the Authority Having Jurisdiction (AM- ), Tlils NQA shalt not be vaUd aftor the expiration date stated below, The Mfatul--Dade County Product Control Section (In Miami :Dada County) acid/or the ART (in noels other tin» Miami DOP Coartty) reserve the right to .(save this product or material tested for gtiall►y assurance pttrpases, 7f this pt'gduat dr material fails to per�aryu. lu the ItcaelAed =ml non; the ntnnufacturor will inotur the expense of such testing -iucd tlse AHJ inay himlediately revolve, ntodliy, on' suspond the Ztse of such product or material within 11011- Jurisdiction, RERreserVes the rightto revoke this acoeptanoe, if it is detarmined by Miam( prone County Product Control Section -that-this product or material falls to liieet lice requirements of duo appllcable bnilding code, ' This product is approved as desolibed hareilii, and has been designed to comply with the Florida l3u[Iding Code, luoludingthoHigltjVelooi Xiitrrits�lis. clue,- _ _ 7 �• �Jd11'SC1�])?TION: Sexrle�', iiS1i 700" A.htnt4 'iun SingleT�etlgWindotiY I,.M:,i, :E• .AX-RROVAL DOCil1 ,�`1'�': Dratviag N6,10dtl-20, titled "Aituu. Single Hung Window, ItnpactR'! sheets -1 tluough 11 of II, datedUOW01/05, with revision B dated 0510S/16, prepared by manut'aaturer, signed and sealed by Anthony T.ynit that; l',R., bearing the Mlnmi-Jade Comity Product Control Revision stomp with #lneNotice dfltgceptaitarJaiu ctiber and oxpit'ution elate by •tile Miatui-Dade Coultty >?toduct Control Scotian. 3y�iSSI1,11 1YA'E1CT A,T `I�r3 Lsurge and Small ll�fissile Xcnliact Resistant ................ ......... ....... .. . . g or,i MNG: Each unit shall bear a permanent label with the himufacturer's name. or 1090, city, state, xttacleJ/series, And follotvi )g statement: "Miami -Dade County Pr .CILICt Control. Approved", unless otherwise noted heroin, RX, N)MA L of this NQA1 shall be considered after a renewal application has boons filed and there has boon lid ohange in the applicable building gads riogatively aflboting the performance of tills product, 'A'O1;iN,iTi TION of tlnls NOA will ccour niter the expiration date or if thero has be.olt A revision or chapge In •the materlals, use, and/or mantifaet► a of tW.product or process, lylisdse b}' US NOA as an endol_soment 01= any product, fQr sales, pc(vertising or any other purposes shall automatically terinlitate ihis•NOA 1+a'iluve to cowpty vvltfi any sebtlorn of US 1�lOA shad[ be causofortermloation anal removal. OMOA. ,A)DYERTANl1U.WTI TJ'xe NaA m6bdr pmaded by the w9rds Miami Ddde County, Vloglila, gild folios 4bd by fjie vgplratlon chin#e inay be displayed. In advertising 1[ter4tk1k;�- If any Portl4i1 of t1te-'00A is dislilwiao, thenit.sttall b donna in its onthoty, INS TP-16TXON: A copy 1 of this entire NO,A stall ile provided to the ilsot• by the manufacturer or Its dW.triiiiitQns and shall be availalilefor inspoetioa nttlne jolt sine; ni t ie I ocluost oi'the Buildirig.Offtclal, This NOA #'anises NOA# 15409-08 And ee11s1sts o€;till' ;'r1 b d;evidotiaa}nages I�-1; E 2 and L-�, as '4voll a$ Apgov 1 Q ! A t a;' a doe meat tt61i iauoil bavo Tho submitted. doonid'cntatitia WAS.zr¢VieWeii liy3,Y - - I i•Iflf'ti �7; FrilrV'V. rylrf hl to Di'i51i.No. AG-07.19,tjG it r�+xplrittianDafa: Mara1126,2U2X „y Arrm9l Date:. Aagnst fl; A6 t l NO I File Copy I .Y y PGT Znihistries, Inc. NOTICE OI'' ACCEPTANCE: EVIDENOC, SUBMITTlEb A. DRAWINGS s, Manufacturer's die drawings and sections, (Submitted under NOA No. OS 1018.01 and 07 b32,Z 06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 tbrough 11 of 11, dated 09/01/05, with. revision F dated 0511 S/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TE, STS 1. Test reporfs on: 1) Ux►iform Static Air Pressure Test, Loading per FBC, TAS 202-94 1 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, Dutasealo spacer system., Super Spacexo NXI'm spacer system and �M Edge m spacer system, at insulated glass, prepared by Fenestration Testing Laboratory, Inc,, Test Ropads No. FTL-0717, FTL-8968 and F I'L-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idaimis Omega, P.E. 2. Test=' orts on: 1) Aix Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB, ETAS 202-94 i 3) Water ResisiaAce Test, per FBC, TAS 202-94 4) Large Missile impact Testper FBC, TAB 201-94 `q i 5) Cyclic Wind Pressure Loading per FBC, TAS 20,04 6 .Forced Entry Test, p. r_FBC 2411.3.2.1.,..TAA202 alongnth marked up drawings and installation diagram of an alumni 4 -. i1rU. single hung window, with fin frame, prepared by Fenestration Testing Laboratory; Ine" Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmund Largaespada, P.E. (Sifbmztted atider NOA No.07 0322.06) 3. Test re'ior:ts on: 1) Air Infiltration Test, .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 an alwniiium single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Irk%„ Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11121/06;;both signed and sealed, by Edmundo Largaespada, P.E. (Sithmitted unde1,NOANo. 07 0322.06) 1 1Ylant[e per �. (,-,'Product Control Eer NOfI No. 16-0714,06 )Pxpiration Date:.Maircli 26, 2021 Approval Da to: August 18, 2016 �-1 PGT T-udustries, Inc.. NOTICE OF ,A.CCEPTANCE- L, VIDENCE ST1BWTTED I3, TESTS (cots wurm) 4. Test reports OZ 1) Large Missile Impact Test per FBC, TAS 20 L.94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with 1-narked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F+TL-4645, dated 08/11105, signed and sealed by Bdmundo Largaespada, P.R' (Submitted rrmdep NOA.No. 07 032106) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20 i-94 2) Cyclic Wind Pressure La ading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, withfin n frame, prepared by Fenestration Testing Laboratory, Inc„ 'Test Repotts No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submiaed under NOA No. 05-1018, 0.1) 6, 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' . ?; A) Small Missile impact Test per FBC, TAS 20 �'94 5) Cyclic Wind Pressure Loading per FBC, TASi'1203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS =202�94 along with marked -up drawings and installation diagram of an abi m numi single hung ;......_ .._ _. _ . _.... vs in "dow,=with..fin frame, prepared b- Fenes(aati= Testing Laboratory, Inc,,.Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted unrlet' NO.A. No. 05-1018.01) 7. 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 an aluminurrz single hung window, with fin frame,, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10105, both signed and sealed by Edmunda Largaespada, P.E. (SubmWed raider NOA No, 0510.18. 01) i F Manuel P (� Prodt' tcontrol ux Airier NOA No. 16-0714.06 Expiration Rafe: March 26, 2027 Approval Date: August 18, 20M 1?,-2 l?GT Industries, Ixrc. NOTICE O)FA.CC'EPTANC.)F,: E' IDENCE SUBMGTTED C. CALCULATIONS 1, Anchor verification cale-ulations and structural analysis, complying with FBC-5"' Edition (2014), dated 05/12/15, prepared by manufacturer, signed acid sealed by Anthony Lynn Miller, P.E. (Submitted under prrevious NOA. No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 J(). QUALITY ASSURANCE, 1. Miami. Dade Department of Regulatory and Economic Resompes (REK). E. MATERIAL CFRTMCATION'S 1. Notice of A.cceptauce No, 14-0423.17 issued to .Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayeres" dated 06119114, expiring on 05/21/16. 2. Notice of ,Acceptance No.14-0916.10 issued to lCuraray America, Inc, for their "Kuraray Butaciteg PVB Glass Interlayer" dated 04125/15, expiring on 12/11/16. STATEMENTS 1. ;statement letter of conformance, complying with FBC 5+' Edition (2014), dated May �16, 2015, issued by nmarzurfacturer, signed and sealed by A. Lynh Miller, P.E. k . (Submitted underyjvviousNOA No.15-0519, 08) 2. 'Statement letter of no financial interest, dated May 16, 201�, issued by manufacturer, .signed and sealed by A. Lynn Miller, P.E. j . (Submitted tinder previous NOA No. 15-0519,08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, )CTL-4 J58 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edrmundo Largaespada, P.E. (Submitted under •NOA No. 07 0322. 06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmando Largaespada, P.E. (Sctbnrtttetl rtrul'er•N0ANo, 05-1018.01) 5, Proposal No.16-0125 issued by the Product Control Section, dated. March 09, 2016, signed by Ishaq Chanda, P.S. I G. O'1 + R8 1, Notice of Acceptance No. 15-0519.08, issued to POT Industries for their Series "SIB-700" .Aluminum. Single Hung Window - L.M.i., approved on 07/09/15 and expiring on 03/26/21. EGG .J Man elpe tx, X Product Control la am' er NOA Na. 16-0714,06 Expiration Date; March 26,202,1 Approval'Date: August 16, 2016 E-3 GENERALNOTES' PACT.SNJGLEHUNG FLANGEDAND.INTEI;)7AL F.)N WINDOWS arAl D as§us@a _ _ _ n°I<t4onmpamtaKac E1116,stueM1t111 1. GLA2INGOPIHINS: (SEE GETAIL6 ONftNEE72) � •^^ lA5774 FI1POd9 q �NIS�NJPnh11i]OISFoDqR R'DDD rAN51r.UD]I011 s 5715•IM4I�NSIoYINGQF(2)It{()s4°�APAFD4FAL.En GUt55 WRH 00:$WRARAYS.UTACIle-p16 RUMMY AAfMCA, INO.i,��,snU}dOEil§IIFJ7JjUAL,-7ntJ:DIS d �ALStslmWlsi-�otc :i OO17FR1(361'I0'yEAT9TjLpE'NO7NR7TEENR'El0AYO£[RA's�G5Y,ri(Et1I1yNBn�W,CNAvfRwID'B A16C6.APnArCC,nEOvIA.IrNPnAO.." f OiY(WRAu71c10 'rIWA.oA1t1oC.d�4.S.rI°S+PwTPVL-BG. U•O�F�(2)Qli9Li'VA7HAJ(0'KuMRYOUTP . PVDAU.'"L^R9,E49••(BY 3EtA19M'NAEANTCSHS!E(rE4)r MHO;A9ANAJRSPACEANDEIIVLMIICONSISTINGGF(2)UTESGFIA7!IuiNEALMG.LIAOASiLSf{CM¢G7ME)PDIAAGN4Y�j�s�, 9 ' r'UPAItAYHUYACITd°PYD.(0Yl(UM7lAYARIEWCA,INC.)OR.05D`SAFLE%�PY01l7IERLAYELL{BYEA97DWtCHEAiICALC4AU'ANY){ A, CONFIGUR I TIAjs1 -DX- (111. M oVAND MOIUS TOP. ALLWT LOW OR HIGH 6111.0PTION) 14 3, DESIGN PRESS' gsURE6: {s f rwros, suem a) A•NEGATNE DESIGN LOADS 0ASE0 ONTE6l£DPFf£99UAEAND GtJ455TAPj.ES A9R•1 E 130. ' -�8. P09RIYEDE9IGN LOADS PASED"uN IYAI',0R7ESipL1ESSUA£AH,D GLA99TABLES A57Af E13D0. "'- - "' -'- A. ANCNORACf THE3a lA4. STRESS INCREASE HAS NOT PEEN U$E01N-THE DEWROFTIES PRODVOT.SEE SHMSO THROUGH II FOR ANCyOMG6DETMS. 5. SHLfRERS ARE NOTREGUIRED. I 'B.FRIUJEAND PANELCORNERS SEALEDYlfIH1WRROYfJOINT'SFAIMLf ORUTjSKEY. ' 7. REFERTPICE9:7FSTREPOR7J (:TL:{E45,FT1.A0S5, FTL•9417, fiL•As)s, F7Udj.'4.9, FIS�A0E0. FT44551. 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SINGCEuukr wwvow, IMPACT rn. „•' ' ' •1roRefas,IDolns vpiebaiN.r exim f1i71 ,2• a i1 40I0-YO F .pL P,EAISAlGS � e r ANGEORINTEGRALFINWINDOWSWlHIGHSILLOPTIONSED ON FLANGED N11NR01IVMP TO -TIP FRAME bl ENSIOias WII�JjaW NEI01)T Pl IDTFF r ANGEORINTEGRALFINWINDOWSWlHIGHSILLOPTIONSED ON FLANGED N11NR01IVMP TO -TIP FRAME bl ENSIOias WII�JjaW NEI01)T Pl IDTFF ' 4B"; A,H,M +00.0 -00.0 +BD.O -00.6: +80,0 .•bdd 400,E +BaU t80.0 -86.4 +BO.d -6D0 i0D.0 . a0 d0" A,e,M 160.0 -80.0 46.0 %60.0. +bap •00:0 y640 BDA' 48D.0 -00:0 %+SD,O -b0.0 +740 79.0 6k 'A,B,IA 400.0 -00A +00.0 -8010 '+eO,D -70.0 +8D.0 -00,0 +76.6 70.9 .+77.d 77A3 +76:d 74.0 67 if6" A,e,M ' 00,0 •00.a +6b.6 a. +79.8 -6:8 i742 2' -70. +76.9 76.8 +76-4 -TEA+74.0 -74.0 VP 7O737I8" C,D,E,p,G,H.LJ,K,L 420.0 1 fi0.0 I+8D.0 :D0.0 460.D' -0D9 +00.0 •80.0 +80.0 -eb,0 .tb0.d -G0.0 t80,0 -e0.0 STANDARD V(EW& ROWS TOPFLANGE- ORINT9GRAL.FINWINDOWS WIH(OHSILLOPTION TABLER, BASED ON FLANGED WINDOW T9F=r0 TIP FRAME 13IMEN91ONS _ WINDOWHEiDHr l'ADTH GLASS TYPB 70716" 44• PAW 67" 71' 7A" Tfi" _ qp"teQG +80,0 -0D.0 +80.0, •60.0 +040 ;00,0. + oa 740 +78:D 740 +7D.0 70,0 bp" A,e,t1 +00.a -8D,0 +80.D -840 +B0.0 -0D,0 +78.0 -79:0 +70A 76.0 i74p 7a0 +70.9 76:0 627 A,H,41 '' 460.0 1 -80..0 14110.0 1 -80.0 I +80,0 I MD-0 1 +70,D 1 740 1 +740 1 7G0 YeaO I •GMG +67.6 -67_13 E7418" A.D,M ._ .0 ++0600.0 D0 -0O +80.0 4b0,0 • +75.Q 7•5.0 i47b0,0 +05.5. •85.6 UP TO B7416" G,D,B,RO,H,I;J,K,L +D . Z. +BUA 60.0 +7a0 •7d4 0 78,70 +7Q.0 74Q 'SIII:V W A.A.Ar"Wi® �o• 1 NEETING RILL, Hr r L �jI' 7C' �H •a• y. MEEfU(O NAIL '7S' �H �I ;TABLE 3. fE0 Fill) t •O^ 1AIWS :8$16156" L ,1 BASH raEernaGRAn. �j TABLE4. -SAfy 5TES: 1•YANDOW9'WITH7HELMWSILL'OPTIUNANEUfAnUT0AP6$NLVE'DE57GNPAESSOREOF+64.DP4FOR,LQW8NA9SNOY{NIN'THETAa1;�S. NF.GATNEOI:SIGN PRDSWAM ARE 11NEFOEOTm. ply G"T15 2. FOR INIEGFIALFIP15YItND'NCESI�,NYILE�pUfj�S lL,9F,TTIE(tBOVETAeLE36YOE6UCr1NUV F491+THE FL1NiGEO,71P-TOit1P FRAIAL DllAEN61UY5; .; 1`i� a: AVAII:AD%g *1411MOHTS FORCD�TD.Ii1YANpgIlsmE 125VAfI 0411h1TQ)li' I;NRIM 1114 Do3o us gy»In� I t�nlbbnaur-....,, Arce :s .. ++ I+srua4n 5 1. X f A I-VENTULO(AIL): DETAILB DETAIL VIEW (STANDARD -SASH) 76* i 7S'. f N!NX. 7, g—j Its]Gtq SEEDLO -TEAEEDLLEO —0 fr. I tAx FLANGED. FtANG FLANCED --- Haag liciqur T L SEED s BASH DLO *ASH r DETAILD DETAIL E VIEW (GUSTO M 9&S—Hl RADIUS ,r(CUSTOM p OUST M BAH EMS VATA*8 9-1 d ; -01, all.MP-11 I LITE uTE DAYLIGHT OPENING OUTSIDE: ROTE:LLB7. (QSWEEP E.ATCH AT VFNTGENTERUNE OR OPTIONAL BOTTOM LOCKS, OWFROId EACII SIDE OP sASH. 27 NOTE: BALANCE. PARTS USED NfAX.VEHTDAYUGHTOPENItLO— — BASED ON SASHWEIGHT INSIDE I i --. 8,10,11,15,16 rim t II 7,60R1 r I r r uureme ., 26 I-----idA%, FI%EO LRE bAYUGHCOPBWAG—i Nax t11oTH SECTION A -A ONsmE — IN7EGRALFIN(I.FJFRAMESECTIONS IN910E 9 47 Bti NIGH (' { told " 49 H GH Slu 48 MW B L HEAD JAMB O IDL7 rncoero�oercurE "' - x.rEtlrw.nsmJ � , J ALUAl.;IMGLEHUNGWI P0.G2iiszl nottaagnemt V rEy snm. aB7ra7 Nat! i � !! • P I II z as a.3so 1 O 8 or5U 1 HE FLANGE FRAME AD I p4M2& 606r•Ta j-•-4.784 1a4s p F�L Goo qc eo ME SILL (LOV4 I s cf bU SEALANrOHOASNET ATNEADANDSILL -�.aax .nee ucz — 7 odo VIEW D-D f--j'431+-I 4 (ilf&YIEW HEAD F. SU, FADIUS TOP SILL) am SASH 5T0 SAS)i STOP COVER _ FRAME CORNER CONSTRUCT FLANGEFRAMEJAMB O a4ozs.eas;,5: 17 #4oai.sassrs �o Qga81,6nW T6 i) •-.-� 1.166 ��—� {USED AS RAONS TOP HEAD) -+-I 13az f•�-zz7s---� I .a6'e 41 GLAZINGBE,4I5. BM' T-aL agasse,6oex•Ts 1.07 002 z ssr o6a 31 SASH SIDE RAIL 9 . OBx T 14006, 60G3-7S FIXED MEETING RAIL P3 SgSitTOA —RAIL 28 SASH g4TTOM RA{L(<oM 21 "#q p6c,6n63as•ts Sa007,6oas,s .uso #4054A, H18aHO•T11® ere 42 GLAZING BEAD.8116* $4040,600VrE R3x8—+1 1.0e6—{,_,_".IT {USED V116RILLISI7) GLAZING BEAD 7116' 2040 ��YYfYYY777 I O #a7T2.6W3-Ts 3.d40 tZ638 ' } .042 � 1�1.097 I{ .6s6--.1�'ata ^s GI.AZINGBEAD,"13/16"IG E-----2,784--�1 1.115�F^'-'-^i-1T d4067, fi663•TS SASH BOTTOM RAIL lHlctD GLAZING BEAb. 7116° 69 FLANGE FRAMs SILL (HIGH) 88 pgn6tA, 6063•Ts 45 pease 6am.76 p40.50A.60n3•is {LIEF vwsILLXD) 1wC�o.4a.n� s' IV.d3b 1711- 1--X� f;.y 7 w 11 �dOJa-20 ENTIRE JOINT FHMAE WELD ALONO SCREW BOSS {2) _Y) 111.14 711,LnA Z v 1 ANCHORMAN TlilEsrbA ltF7•ANGE153NINbOW5 TpgT�b, AN00FITY2PLOTEB: 1. ANCHGRTYPES: --IWELCU S34Ct)NS. 2-fl4'ELco Ssd GREIE•FLEif • WINDOW HEIGW 23.60� 34•bB3 g0.663 •a0.603 62603 b4B03 fi4.803 76t _ 3USSTR/S;f2' ,14090{iEiVs U ty"4No'"od a z tnU a aria'i �:V `UNCU] �N0 t,a U�3�V w O z 2 rU m o n:nU a • pzp r.0 e•s�z NSN�ru z OHORT .E - �ANCt1oA l,oCpilo{JSJIRR DABE00.uT}1B ' FOLLOWdKG b11A£NS[ONS WINooNW $1h9 TYPIr$n°'Ho•"'$rT3 $$ U U SP U c'bi HEAD• r91n•bWLFA01{TOP btlij m JAMBS-171r2•fAAMF({OAI 7OP CORNERS CORNERS •1: 1 i 1 i 1 1 i 1 t 115•AtA7f:FHaFiOOTTOM K4�1<,L 12S 11'112't 112221�2142f222Z2 _i 4224 22 22222 2 222 2Z22,32233 f,.`AL4X,BECOWMTG: RAIL sEr=lWCi{oHS tlarREa11RED 19,526 ABM S ire i 1 1 1�1 1 i R 1 1 1 t t 2 1' 212 1 i 2 4 2 2 1 2 4 1. 2 2 1 2I2 1 ' 2 1 4�2 S 2� 1 2 2 1 2 2 1 2 2 _7 2�2 1 2 4 1 2 2 1 2 3 1 2 2$ 1 3 3,INsiNI.P.FR-MEiMJAb�tiFTABLEANCNgR . QD Ii[P3 US NGTNE OIMQIStGHA1 CR115RIA0F i t t 1 S i 1 1. i '1 1 1 1 1 1 '1 1 i. 1 `1 7 1 24J100 H,tJ.K.L 1 2 1 1{ 2 1 2 1 2 1 2 2 2 i 2 _t 2 4 2 2 2$ 2 2 2 2 2 2 _i 2 2 2 3 2 2 2 2 2 a 2 2 2 3 3 3 2 2 3 3 4. TABLEYADTR,W OHEIC?RTaB.tENSIdNAR@FOR AAM 'i 12tIi{212.2{2221T22222222I2Y22j2Z221i 1 1 1 A 4 1 t 1' 1 +1 1 1 1 1 yy 1 222F22322233132233 t 1, �7 1' t 1 i. F1AffGEMYT"a0WA. I{•ifEOML FIV QWFUSIONS AREPUPM 6.OESiONFRESSUREUMtrAnEws: •SI7.EBLOCKSOF7FIE ADJACE1 0,0,E,F•G, 1 1 1 2 1 2 2 t 2 3 _t11_1 4 3/ 2 2 9 2 3 2 2 2 3 2 B 2 2 2 3 3 3 2 2 _1 3 3 2 3 4 11'21 3 2 3 3 3 4 3 3 4 d OFA�Nc j ssk0WK INBOi�bY aTNERt'nSE�,'roo p' y`S:UflSE FORTH RESPEOf1YESIZE , _ 1 2 1 2 Y 11.'4• 2 3 +J-Tj�i-� 2 3 112 2 3 2{3 ' 1y 2'J 2T3 2�7. _BCLUMAL1ORE•AABAi2 2 3 3 3 2 2 3 3 3 4 3 2 373 3'4 3J3 4 d H,tJ,IC,L 1_ 2'2 • t_ 1 2 2 Z 2 3 1 2 _1 2 3 2 Z 3 1 2 2 1 2 3 '2 2 3 1: 2 2 7. 3 '2 2 3 1 2 3 _2 2 3 2 3 4 i 2 3 2 3 a 2 3 4 �i11_ a13 2 314 2 3 0 1 3I3 2 4 4 37.0flb AVA IlUr. TYPEIs AVA4 A9LC 1 1 1 1 1_ 2 1 1 2 4+ R; 2 1 2 11 2 2 1 2 2 1 2 AB,Ai 2j4 ir2 2r 2 3 i 2 2[3 2{3 2 2 2 2�3 2f2 2 3 M 2�3 _2 2 3 3 q al3 3 3 3{A 3J3 3I4 3 S 3 3 q�4 P3F 79 ' C,O,FIF,G, Z 2 2 2 Z 2 2 2 2 2 2 2' 2 2 2 2 P. 2 _2_ 2 2 2 2 Z dD.t100 H,IJ,K,L 22}2222�32223232{27.I32a2�3 252 4 23 33 3A 2l33436339d453344 -TAHLE.KEY:...... AB.M 2 2 2 2 112 2 214 2 2{3 2 212 2 2 3 2 2 3 2' 2{2 '2 AS 2 2�3 2 2{3 2 2`B 2 2�4 2 4{9 2 3 3 2 aid 2 2r3 2 3 4 2 3 6 2 3 3 2 3.4 2 d fi 2' 3 8 4 A A .._. _ _ PS 74 .. _ — _ . __ - X.F.G. F1,1J,IC,L-22sY42 2 2 2 12 322232322332423333423333A343j5333d 2 2 2 2 2 2 '2 - 2 2 2 2 3L2. 2 2 2 2 _2 4r63446 2 2 AAa7C PSF 44.000 ibp[.W1FED1118 rFOnuErhrvl"a Z wain va�hueT�atdr I1EA0 2 2 2' .2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 ;r2a� Z 2 2 AB,M 2 Z 2 2 Z 2 4I3 2 3 2 2 3r3 2 4 2l3 3r3 3 A 9 9I3 3 d a q 9l6 3 3 a1a A 6 3 4 A{4 A. of i •O O•(gQl JANBA641(E 2 3 •f 11AiG, t1a1. ` JANB:BlcLOW roam eFxtrmV s PSF 79 70 2 2 2 2- 2 2 2 2 2 2 2 2 2 ±Z 2 2 2 3 2 2 3 22 gp,0ti0" H,�J,K,L 2222222322233g23 _2_ 33 3423 34 39 29 3a36333d3633A646846a 'pjI•S;,tiAQ JfjO lA 2211222 if* 2 422I93f.42I03{33423345{4293I4. 2 2' 2 2 2 2 '2 2• 3{63{5043j63j345•d'03q ,2' 2' 3 2 2 $2' 2 66 (F1ALDp{ alil�tl,i,_ HEe�D 4 �1•:p'�SiY ..1'!L'i , i P6F72 79. Ire C,p�F�F,G, 2. 2 2 3 2�2 2. 2 is 2 2 3 '2 2 -2 2 2/3 2 2 3 4 2 3 2 3 d 22 9�4 2 3 2: $.A 3 3I4 2 3 3 2 .3 4 3 B 6 2. 3 9 2 4�4 3 4 2 3 4 0 4 6 MLG�2 fi3.i26 H,tJ,I[•L 2 22 2 `2 2 3 2 2{2 2 2{S 2 2 8 4 2 0 2 3 4 9 4 2 3 23R .a 4 314 3 3 2 3 b 3 23 d4 4: 2 3 3 2J1W13 16 im BELOW2 G, RNL •;'�t!4 ,,LJclr6 - ...roANCHPRAGESA/PCMG • - ,I.VFI Ra�9" lmxcu(rrSaW. Str �„ t?%t8f(D,pra f/iWJVDOWS act�na.siNcc�HUHr�w�rrpowlMPAcT [r ^+t� -•'•'!:5 i,�'• i,',.:. ;«`t'•�`i•� (�LYI.iStiill�SalRRE. F>•'P.f:.#68rCs 'pNtah NTS •'B r.:ff a 404070 F 7111'-.GS .JJ. 411xU7 11 � r • t A i �• f r } 7 ANCHORQUANTITIESAHOVF AfEEHNG F(AEL HPAOBJ SS CUSTOM FLANGEb W1NDOWHEIGHT MINUS SASH HEIGHT TABLE 7. SUDSiftATTA: 17.1H WINDOW 29211 HEIGHT MJNVS W.764 SASHHEIGIfTF[iOMTA➢IE OD,29B 9, 44939 60,382 b 25 ANOHORTYPF: OIASS 0 c14'ry��°T2�V�VHQNU At O t2a O Da nU1t�TWINDOW �� N$�UIJ'NUfUNNV71DTH TYPE'5S t� 55 6 5 S 1 1 1 i_ iI i 1 1 1 1 T i t i 1 1 1 7 1 33i26 D,1!XA KL{1 12 2 •2 4 Z• .2 2 _4 2 2•.Y•_2 2 3 z... 3. 3 •2•• S 3 2 5• O.RF,J, �... i �..._{. 1 { 1 _1 7 i. .1. �....? . t... t.. 1 •4- 24,000 KL 1 1{ 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 9 3 3 1 3 4 D,E,PrI, 7 T A. 1 1 2 ..1 { .2 •1 i 1 1, t . 1.I.J. 1 . ,.?,_ , J i . L. � . 1 6 32000 XX .1 _ { 1 2 2 2 S 2 3 3 3 3 3 2 3 d 3 4 4 3 4' S 3 PSF 79 37.D00 U,E,F.J, 1 1 1 2 1 2 2 i 2 7. i 2., 2 1 2 'j 2 1 2 2• 2 2 3.. 2 ..3 3 3 4 3 4 3 4 d 1 4 5 5 4 G PSF 70 79 79 7➢ ' 40.900 D.E,FJ. 2 2 2 z 2 , 2 • 2 , 2 2 2 2 ? 2 _ 2 -?- - 2 2 , _ . 2 4 Kt 1 .2. 1 1 2 Z Z 0 3 3-0 3 d 4 9{ L 3 6 R A b 6 li PSF 19 79 7B 77 79 79 I 79 2_ 2 2 2 2 Z 2 2 �2 2 z 2 2 2, 44,0D0 O,E,F,J, KL T .2 1 1 2 2 R 2" 3 3. :4 4 4 d 2 �! E 2� 6 5 4 6 9 4.•'0• PSF 741 79 70 T9 78 7( 7B ZJ T8 L 4&Boo O.F.F,J, 2. 2 2 _2 2 .Z 2. S ,3 7 2_?.. •2 2. 2 2 8 2 2 3 R •.2. 6 6 KL _�, ,R 1 1 2 2 2 3 3 .3 '4 4 4 6 d 41� 8 4 0 6 1 6 6 1 1 PSG 7T 78 B7 7T 79 94 74 ,77 99 69 kEl- D,E P.J, 2 2 2 2 2 2 3 2 :2 3 2 3 d 3 2 3 6 A 6 3 2 9 b 3 G 3 2 3 S 6 7 3 2 3 6 6 7 1 i 4 2 2 2 3 KL 3 +3 , 4 ANCHOR QUpNTIT1E5 AT JAMt38 BELOW MUST NG RAiL, CUSTOM FLANGED VANDOWS BASED ON SASH HT. TABEH 8. ` 6ASHHEIGHT SU86Tf1(1TE,K127 15.77G 9.770 21.773 24,776 2L770 40.715 '31.100 AKDHORTPE,op �S FiQ'zQlL Nv'" ppGQ a zo ..$NQN3KNsiS p,_[i�npo ro,,.z pQOpQ NOip phip rt v z.z ¢lo zp ry8 s iWNDOW S ?`� 5519.12b tl~8NU� WIDTH 2 7 2 2 4 2 2 2 2 2 2 2 •2 2 z x 224.000 2 1 2 7. 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 232000 2 2 2 3 2 21 3 2 3 3 2 3 3 2 3 4 2 3 4 2 337.000 2 2 2 S 2 3' 3 2 3 D 3 3 3 3 3 4 3 3 4 3 4 F4 4a00o 2• 2 2 2 2 2 3 2 3; 3 2 O 3 3 3 d 3 3 4 8 -0 d 9 4 08 IH 44.000 2 2 2 2 2 2 3 1 2 43 A 8 9 9 6 1 3 1 4 12 7B2 f 2 2 2 2 23 2 31 4 3 3 4 3 4 4 3 4± b 3 d6 3 4 79 2 2 2 6R 2 2 dB 2 72 3 3 9, A 9 4 4 3 4 6 8 4 b 1 3 6 o >ot Tr= 6 D RFIttIXO¢Y uv n•ITmrenaun vu.n tlly Imtta! ,Rnlill ANCHORAGE NOTES: J. ANCRORTYf'ES: i-1M'ELCOTAPCONS 2-1f4' E1CD sal CRM,+LEX 3-012SWEWS 2. NICHORLOCATfONS ARE BASBO ONTHE FOLLOWWO 011d2NNSIONS: HEAD .101A' WX. FROM CORNERS JAMBS • 171A' MAK.FROM TOP CORNERS 1112' FW6 A00VOTHS MEETMPAJL 6,MAX BELOW TATG.IWL IS' LWX FROM BOTTOM CORNERS SILL-AHOHDR6 ROT ItEQVMM 3, DETEPIAIMSIRE AfJRWR QUANROES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 5. USING THE nima . InNALCRITenmaFHOTE2. USETABLE7.FOR 12 12 nEsto PRESSURE WRHTHEOIDLNTILY OFANCHORS SHOWN IN BOLD, OTHERMSP,THE M"UM DESIGN FREssUREFORTHE s HESPECTNESIMANO GLASST.YPEIS AVAILABLE, TABLE 7. KEY, MAX PSF (DPLIMifED1 HFAD2 T Jars weave x j )4TG, HAIL .1 1' -- FIhL DP .. .. - HEAD 2 JAMBMOVE d rnwucrnem¢o MTG.(jAIL ItntlpIJ/1AR1A19n7LYiA1 o xW Ceea AatptumNo��P_O 1 ' q� Lyb„mlO4t gull ]'ABLE B. KEY: a�% 1 Ac4tiCM - MAX PSF MTG. RAIL :n'• ,... -"^; 1 FULL DP 9i RELOW12 .. MTG.RAIL LT�lilalC .°i:. A- '- - -' f eLl EXTERIOR ERIOR� LI'IL-- 1. FOR CONCRETE APPLICATIONS IN IANA1(-0AOE COUH7Y, USL-ONLY AIWAY DAOECOUNTY ALLHFAOAN081LLDETAR.) WOOD ANCHOR AAPAOVEOU4'ELCOTAPCONSORII4'SSICRETE•MEX- 6CMMUTA DISTANCE FROM (SEENOTG2a3) ANCHOR TO coNORETEEOGEIS 1814. 7.3!d•MIN. EOOF. CONCRETEANCHOR 2. FOR WOODAPPLICAHONSIN MIA.IFDAOECOIIN7Y, USER12 STEELSCHRYS(GOOR (SEE A'OTEIA 3) 2x WODD BUCK (SEE!101E 4) 11J0N-EDGE 114"MFLEX 3. FLATHEAD ANCHORS,IHERfi REQUIRED, IAUSTHAVF.0127RA1FRHFAOS. 3.35 Hsl J.Wd. .4. WODD BUCKS ptEIMM IN THE SECTIONS DH TIOS PAGEAS'NWIIUCKS WHOSE CONCRETE L•S ,., �Ji:,:a 1218NHL, 11PTAPCON TOTALTHICKNESS IS LESS THAN I IR'. Sx WOOD BUCKS ARE OPTIONAL IF UNITOANSE •1.314'AlIN, 1f4'CRtTE•PLEX -"— INSTALLED DIREGILYT08011000NCRETE Oµ CMU. 15b00 DUCKS DEPICTED AS B:'ARE " •}; am, 1112`THIC(LORGREATER.DiSTALLATiONTOTHE5U8STMTEOPWOOn DUCKS{OBE WOOD B1cK l.1W. ENOINEEREOBYDINERSORASAPPROVEDDYAIRHGRITYHAVIKOdURISOICTION- vYGDnsucx _� •� --�- 6._. ATTACHIAENfTOALUNJNUM:T V WT MILL MfAl-BEU LJrtkLLiEMENGTHOF lSEE NOTEdj �-.....��.mn—,nn,ne.u•�a,v:v'fHFAU19Nl161STAUOfURALL1EJdBERSHILLI.SE u : fAnx•" u - 7AAX.- SHOWNIN THE6EDETAtLSFOR2a WOOD➢I SISAL SHIM METALsCREWWITH FULL ENGAGEMENTW RETAILS DETAILA IA Y. THENESPECTIVEDESIGNPRESSURE! TYPICAL FLANGED HEAD ANCHORAGE MAYBEUSED. AFLANGEDFRAAIECOMPO' INTEGRAL FIN FRAME COMPOHEHTFORMU mmE0 APPL10AYlONB Cr IS EXCEPTABLET -•-i 1.Ua. 13W MULLTHROIIGN THEFRAA1E USINGTHE FU 1 �'�!+;, 11.1'AWCsHIIA MS4, S.AROHONsAREHOT REOUIREDATTHEBILL U4'MA SHIM^-�>^"- ;' 7.MATEFiW:a1HCCUD1NG017TNOTLIMITEGY, WITH OTHER DIG SIM NL MATERIALS SHALL :'�•.�. t-MllN EDGE I•MWFDGi: EDITION. - CONCRETE ANCHOR, WOUDANCHIGR. PII nE1DWMEERNG FHDELOW 1AEETINO 'u RAIL(S ENoTEt AS) PAL (GEE 1lC1TE]d3) '•IL •�- a.% Kai �A,co"lORETE INTERIOR aft 1.SK6 MGL CMII (AtLUVAe oL7AL8) . E%TER10AR 1aBUCKCPTIOHALWIn SOLID CDNCHETE 2JLVOODBUCK OR CMU SUB37RATE (S1 kDTE Q) (SEE NOTE 4) DETAILC DFT•AIL D TYPICAL FLANGED JAMB A C W1G); .._ ..._. .. 1M'MAX 2.11A•EAIBEDAIENT 116• s)Iul vrooDFTulJG �swM laODFPLL: A .731'DIAMIN. �, AL. EDGE X2 in•HAIt, 2-if�`EM EGAtEHT Al GORNERB .13VDIA. DON. AND S• O.C. K 21W HAIL, WOOD FRAME AT CORNERS EDGE ' AND •131.01A fd1N. U4' 221R'RAI. IMX. I ATCOANERS 12'EAIHEOAIENT SIVI'l AND IV O.O, DETAH-P. (HEAD) DETAIL E, (JAMB) DETAIL G. (SILL) TYPICAL INTEGRAL FIN ANCHORAGE Ie7oscw1o7Acrowve ANCHORAGEDETAII.S lwax 0as �Ty ALUM. SIMULEHUNGWINDOW,IMP. PA BpX Ua VL1A(r Nalc •,•,,,,, NYtl �! ., 11 iAlA AND ATTACH TO THE IDttAGE REGUDlEMENI- HATCOMEINTO CONTACT :ARM OF FSCCURREUIT �T 6 ' n '