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PRODUCT APPROVAL SHUTTERS ROLL-UP
9 $CZ5,Hems t eQ In, Uae s {: SubMR S+jrtifsrye 5tats a Fa s. °Ppcitrahons; 'Contact Us BCIS Site Mep nks , Search ... .. .. Product Approval; ��� USER Pubiit'VSar file COPY i+{,�utt s�tarovai M?nu�>,➢roArsct ar-doai<�tinex.5earetr>'Ft}pifC.li3bri 7=4t>ApptiCrf�an OemSt ::FLi224fi=R5 2O�-63Z Application Type•`. �PP REVIEWED FOR :.code:Version- ' �p��9® p�,�a®®� ®I�PLIAI�CE GOmtrtents STa L CIE COON Y t1 ht>red_ S®CC 1 2—/ €?r0duct Manufacturer Expert Shutters6mees;";nc,- Adtiress/Pfione%Email 1626 SW Biitmore ST Port St:Lucie,FG,-34984 (772)87,1 1915 :'Ext 106: . callexpertCakao€;coin_ ;Authoriz. Signature-' Michael".Hetssenberg call+stpt;tt�a0t;coiri' Technical Representative Mictiaei fieissenfierg Address/P.hone/Email: 4626;S-W eiltni,dee't.k;•, .Port St.wcie,F€.s,'$4984;. (772)871 1815!tit 106: <. CallExperY@aoT.com- QuahtyAssurance€Represeritative _: Micltael.tieissentier� Address/Phone%Eirtai€-. - =16�b.54�1<Bilmare St Port St_Ludes•FL 34984-- ;(772J 87.1 19iS' Ext 105 C all lExpert@i01 corn: category., Shutters. . Stbcateyory; Ro€l-up �t60Jance,Hethod Evaluation.ReporEfrornaFdorida'ReOfstered!ArchtkectaraLicensed•Ploridg, Professional Erigitieer" Evaluation"deport:-Hardcopy:Rece€ved Flortda:Erigineergr:Arch'itect Name who developed the .Walter A.TiI€it Jr.';RE. <Evaluation Report Florida'itense. P&4,4167 , Quality-Assurance'.Entity>. National.Accreditation and ManagertiientInstitate Q-ua€itY:AssuranceC6ntract Exp[rato6"06te 12/31/202,1. tta€idatled,BY. Jain W::Knzzevlcti,PE" Va€€rlakinn;Check€ist,-.#larcicapy:Receivecl Gerti icate of Independence: Fl:]2"246 RS GDI>"C6I Drri j 24=0fi .pd .. lefetencerlStanclardandYear(ofStnderd)_ Standard, •.,Year ASTM&1996 ;2032' TAS'201 1994'.. "TAS;702' 1994 TAS 103 1994. EgUivaleriee 0f PraducE Standards certified<8y; %Sections frorn:the Code:. proi#act Approval;:Meth9 i Methor3:1 gpeion D t7ate Sub"mined: 08/04/2020 Date Validated:- 08/19/202fl" Dato:Pending FOC Approval 08/19/2.02Q: Date Approved 10113/2020. --.4guminar4.of Products.. RL-# Model,Number.or:Name Descriptic►n. 12246 1- Nautilus=Rdi ling:Shutter System' Extruded aEuminum'Nautdus Rolifrig ShtstterSystem �t inr►its of Use ` XnSW 4t �In ivnstru Won qns ]Approved foruse mHYH2 No ft,12245 RS II Eiipert'Shtitkerh-PED Drwg_2fi3 `SAP. Y� E PE 44162....- raved for:use outside MVt# 3,�Ps. Verified 6 �Valter,A.T(ilit 7r,. mpact Resistant Yes.y Crgatisd by In ependenE jhird.Party.Yes r Desigti.P'ressure f160/-160 Evaivakion.Reports;,;. Other.:State Missile Level"D`wlnd zones 1,2,3 and,4{basic FL122Ai5 95 AE1&xoeit Shutter PER i�rw' 20 0 '" f prdbeetion only) ,Pressure-rating30r 30 ps f at 20` 0 span, Created tSy>Irtrlepende�tiCThird;Part� Yes' watt fnounted)and- 160;.-160 ps# at 80"span j,ail mounteii)S+rri�ti,l%2"sipaSee sheets;IS,lS:and'2Orfori eilditionei.pressures and;-spans,; The State:of Ftonda,is en AA/8Ed't it0ayer fg}yYu, 007- $o, *St�a of Flonda,:;��y-y i-�,ne :�S4,S)G�Iity SkaiemenY t_[tefund.St ment' ., Under Ftonda fair,-ernaii addresses are pubiicsre6rds.3f you do not waht your.'e:maii'address released in resp6se 6 a pubiic,records requestF do pot�send•eieatonic. -mafi to this.antity.Instead,contact Uw office by phar�e.�er by tmdittonai mail.tf you have,aay,tuesUons,please car,tact 850,497i1345 Pwrsirant to Sectean 455.2Y5{i},. -`:i'totida Statutes,effecdvo October 1,2012,(fcensees ftcensed under,Chapter 4ss;F S must provide the Department with-an-.e'maIl address it they fiave ono The eit+ails - prayided maybe used.for offidal•comrttunication w> ,ihe-Ncensee:However email addresses are pubii„'recoM.Tf you tlo ntit•yrish to supply:a persariel address please 11. ,-provide the Depaftirent with;on amall address yrhlch can tie made-avaiiibie to the pubfic.Ta"tleterminelf you Ara a licensee.untlero pier;5s,i S:r'pleasa click, ra ' .. ;.Product Approval Accepter„ ., `Cr�Ji4 is�rD , ERAL NOTES:".. !!.ANCtiDRStLALC S BE INSTALLED FOLLOWING ALL OF THE RECOMMENM=NS AND SPECIFECATTONS OF THE ANCITOR'S MIlNUf%ICTUttFlt, t;P(AIlT11.U5'ttOlLlttG 5HUTTERtSYS1EM SHOYRt,ON TICS'. EVALUATU#C'DOCUNENF(AED:)i#AS BEEt! O•�' �RECtAR�FOR:5fORM BARS C liEL7tOfi5 SWil1.BE:I SPEC€PIED,ON A_"UCABLE'SQCFIONS SHQ10 0))SHEET A-% VERIFIED FAR GOMPLLU'tCE-lN;ACfl IIXNCE WITH THE 2OO'1.M 7th EDfTKINT OF THE FIORIOA BUIWINC CODE: ,�3�8' I t 4 &k4NS tN4NCl0A&I1dREO rY DEWALT tNb. b `SUTIER.5Y'"SEN Si4R64•NdT BE IN5TN1Ei7 AT:FtEti YELOS.iEY HSHiRtChNE ZONES(6lfq'DM1OE$ 1/4 tx3/a sovD-sET uANUFAcmTLE Of".POW..fNa ' ..€GN• _3f8"6 KW1K$OLT TZ MAVUFA,•CTURED By'HELTI.;ENC: DES WIND LOAC SHALL BE DETIER 7=AS PER:a£CT1CN 1 OF THE�ABOVE MENTIONEO CODE,- _5034 t,TAPCaN iIANUFACITTRED at WLDEX.#4q F DR A BAS O-WBID SREFTT AS REQUIRED BY THE JURiSDiCTKTN 14HERE THESE SHU[TFRS Yttt1 BE BFSTLLI ED MINNUM EDGE 4ISTA1dGE AND SPACiNb.fOR ABOVE btENTIOAID ANCf14Rs,511ALL BE AS INDICATED'B£14W OR AT ABOVE:MENTIONED SUEEF: FOR A DIRECITONALITYFACTtIR Kd�OS6.US1No A CE 7-18 FOR fNSTAJAtQNS CINDER 2020 FBC.. EDGE DWANCE`AND EMSEDMEHTS ARE BEY10 ANY FINISH WATERAL EMBEDMENT AND SHAU NOT"EXCEED'THE UMUM(AS.D,)•DE SIGN PRESSURE RATNGS it6'CATED ON SHEETS 1S THRU 18 6 2D TH€ lt: IN ORDER TO VERIFY THE ABOVE CONDTNON.UCTMkI DESIGN WINO LOADS"DETERMINED'PER:ASCE 7-16 MY€"RIFF)OR SHALL,BE FIRST REDUCED TO A.S.D.'DESIGN YAM LOADS BY mULIVLYM THEM BY O:8 IN Of=A TIT I I ANCHOR, SPACING.4 100% EDGES DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPAFf;IAA Wf W'JX, (A.S.0)OEMPRESSURE RATINGS WDICATFA ON Man.15 THRU 18.&.20 THRU'2& 3/67OXI 1/4'CAU-1P1 3 3/4 4 1/e 1 t f4".(3000 jw). NOT ALLOWED 2. EN-CRDER TC"V;UFY TI AT'COLR'0MM AHO AIICHORS ON,THIS P.E.D.AS TESTED WEPE NOY�01"STRESSED.. tfd'6z3/4,:S0L1D-SET 3'.. 3 1/&•(3000 ps7. NOT ALLOWED . :A 33%INCREASE iN ALLOWABLE STRESS FOR WIND LOADS VMS'NAIL USED W THEIR ANALYSIS. FASTENERS '3f8"4 KTAP t�LT�'1Z-. 9" 4 2.tf2"(30(2 p4Q NOT�A NOT ALL SPACINGS TO WOOD HAVE SEEN OETERMWED IN ACCORDANCE TH N.O.S..2018. 5/t6'4�TAT'tflN XL 3 3f4' 3 i/8" 2 1f4'(2tiss psi) NOT ALLOWED. °tS;;Lr"(ILLS AOtttL'G S€iJiTE:R SYSigM°S At1;'OUACY FOR AlPRCT AkB CTCilC R.�SISTxttCE 4{RS BEEN 4'EItEF1ED'SN;' ACCORDANu WITd SECT€ON i&OS.12 Gf THE ABOVE iaE..tMED f+'s`DE A5 iti'.fitIC04 TEST LAS OF SOUT IO:ANCHORS REDUIRED FOR:MULLION CONNECTIONS S'4tALt BE:AS�SPECiflE'D dN APPLICABLE 5£CT[ONS'SH6NN ON SHEETS A0: F1.L1ReC?A.FEPC+FiR tO30.OT-08 AS PER ASTM E 1996,E.1985-FIND E'350 STANDARDS QUALIFYING' 1DA, 11..TIX 12. 12A, 13 '�13A. IFISTAITATTOYTS FO3Z WIND ZONES i,2..3&4,MISSILE TYPE 0 AND.ONLY APPLICAELE"TD'BASIC PRO'TECTION'. -KWIK BOLT TZ EXPANSION AjhCNDR.MAANUFACTURED f3Y H1LT, INC. . INSTALLATIONS.AS"DVINEU BY SECTIONS 61A.I.6.2.1.2 AM 8.3 OF'ASTM E 1990 SEE SHEETS 19.&,20 -HU5-H SCREW ANCHOR MANUFACTURED BY WLTI.IH+_ FOR ADDITFMNH.LIMOATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT.M 3.ALL ALUtAI>A;T1 EXTRUSIONS SF#FL!.BE 6063-T8:A)LLCIY"(UNLESS 07TiF1iW€SE NOTED),SEE SHEET 2.; MFM112dUki EDGE DISTANCE�dNO 5£+ACTFIC FOR A14DVE MENTIONED At.CIiORS SHALL BE AS INDICATED BELOW.OR AT ASDJ£MENTIONED SItEEi', 4.ALL SCREt75 iE?fC£PT END'RETENASINjawo BE STNNLE55 SmEL 304 OR 316-SERIES mm 50 ksI L'i'�,L DtS'thNCE AND.EA'Eei£K1MEI^ITS ARE BEYOND.ANY FINISH MATERIAL.. G7H EMBECBdENT':B 100% W10 STR£t1 A3ID 90 Iced TENSILE .CORROSION RESISTANT COATED CARBON STEEL AS PER 094 GROUT FILLED OR 50018.ALL SIDS 'ARE TEK SCREWS:MANUFACTURED.BY RIW 8UILDEX&SKAtL COEIPLY W/ FLOR10A BUILIMC. ANCHOR '.SPACHIG,'a IGo EDGE DISTANCE a 1OOX CONCRETE CONCRETE&LOCK' CODE'SECTION 2411.3:3.0 3/4 o mix BOLT Ti 27' 11 . 4 3/4`(3000.jxa NOT ALLOWED S.'$BOLTS:T E ASWHUTTEkR7'SYSTE(d MARS U.S. PATE 6R 316$ERIeS,STA.ntlaS;STEl1i4titi 3&Tied IdINfMUM'. 1f2/¢KfK $ow..',I .. 22 T/Z` 7 ij'/ 3 7f4" (306;P NOT ALLOWED ' 2E0.OR Af51.. - 3/870 �;,: TZ 6• 4 3 8` 2•(3D0(i PSI) HOT ALLOWED KIELO STNENGTH 3/8'o HU--q 9&EW 4". s 2" (3Da0 PW NIT ALLOWED . NIS/Bt095.225 AND E?71400,980. 3 8'A WED(IfkI.T 4 )/2' 4 4 i' 2 I fa"(3000 PSI) NOT ALLOWED' !. 7. �AHCHOR5 TO WALL:FOR SIDE"RA[I.S41ALl HE A5 FOLLOWS. 1/2 i IDS-H SW OR l3.T . 8 6- 3'(3400 PS!. FKIF ALLOWED :. 5/8-0 RUSH ORVM rITLT 7 1/2• 7 Ifa' 2 1/2'(3000 PSI), NOT ALLOWED ,(A)TO EXMNG'POURED CONCRETE.MIN.3660 p.o:L COMPRESSNE.S.T$ERCTH, i I.THE msIALLATFS(F COVY,IRACYOR IS TO;sm/okm ALL PRODUCT C04pONFNTEDGES;WHICH REMAIN.1N.CONUNUouS CORTACT WRH:`TNE BUILDING ` �5ft6'+a,TAaCON XL AN:iftTRS AS td1NUFACTURED'8Y'tPll 8Uft3JEX„EttC. TO,PREVENT'WIhZ/RQN INTRUSlOJd.CAtiLK'AND SEAL PRODUCT TWu.XtS ALL AROUND FULL.LWQTN. . ffM 83LT J ANMW;AS IGkI`UWTURED:BY N6.11..INC: ,T2:-:o swL'"w"=THE REWC+awry of-,i iE xLos 1feACI,T0,,VMFf TI•iE SftLftmE$5 .:t4EE'STRULTURE,*aE,,,,fRDfi=IS-TO BE,ATTACHED'.TO ' } A:d)Tx1,31'GUU.EMBEDMENT INTO POURED CONCRETE 5?'ALL.BE; ;E;1".,I'1RE'"ROPEwANGHOERt..F� voo PR55441 9s4ALL:.wLf,BF A'TAC.O'Tt?.;:CttCRE'�L'Coo° RFIE,Stt°^..R CEEB<S4Y M¢r.F�GICL`tNGS. -- --- -- - t/4°FOR;,110*0 TAPCON XL ANWflt &-2 1/2'FOR 311ro KWiK BOLT 3-ANCHORS: t;O�On'EEOl.1�- M STUCCO SHAM.BE CONSiOERED AS PART'OF THE RCOUiRED EMBEDUENT. T,,.'3HIs PR£N)VCI'Fr.IN',iT'JcidR71D11 aFi1�CE.GOMQLY i"1i A,tl.$fiECS�.IIiD�CATELt .'k'k6s Dt1ACr,6fG PLUS"AijY RIHt1s`R41..�RNf3)tgNIN�ti�1�QULAT.6 ! PRDNDED 8T'T)LE.JURISOICT TF;WitERE PERMR'TS APPLED.TO; .. A 2)1Ra i MUhf EDGE DISTANCE(E,O:)R9TO PD1 R£0 CONCRETE'SIIVL.L.BEi 14,LIrmfl L{EC})ALiESM TFOT(F R('0 TFHS;A PROvxL 4, FOR, len TAPCON XL ANCHORS do S'-FOR 3/8'6 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND i >.. 'AI V FINIS MATERWI. '.b,,,,ny TH15'P Ea PREPARED BY TH£S ENxrNE�"R T`a.4cTy,.Tl.IC At3,tI.OOF.3 f OT tyit0Vi0�"i,jF'ORtxATSON FtTR A 5T'k SPEC1FtC pR?D,3ECT,•"-i.e.YlHERE THE ST£ A;1)1.'4 LMSE.THAT PRECAST STONE.'PI CAST CONCRETE OR,WWK PANELS,�VENE£R OR`PAVERS BE.FOUND ON ..I`,ONDITIO�2S 0EV9A'tE FROM.THE KED,- itI"c' CIST€NG WALL OP.. FLOOR.ANCHORS 5F8?1.1.8£'•LONG ENOUGH T£t REACH THc b(AiN:STRUCTURE#3ET9fNl2' -`. .. . CONPT=Ad�alR TGf��F.Sp4�NSIBEE;�'OR ir'.E-SEtE^Itafi. L41A5s.�ANO INSTAL.00S3Fi`3;7GL4Ia11'(G:(IrE SA'�'ETY'7zaT'TI6S'1sN{1DUer, r3asED ON THIS,' `(B,T TO E>sISTENG GROUT,FT€''D CELL CONCRETE IR:O.CiC'kAll:AM C=80 .. :.Fn•wO,P sR'?VIIIEU RE/°SN<~,110w.r+l�371°:F k'.FOAS T" =dk'1;1s t1T,"ft1�d,.fSi 6?#',TfGa DOCU.tA ({ Sj(?s9Os•,N.:sAF'ETSr.AT SITE IS THE =COPSiRACTOR a'RESPONSIBILITY, S/1fi•+?. ' . . . (TAPOON XL ANCHOR%AS MANUFACTURED BY.TTW SUILDEX, NC. erDpso.Sfi5 Eq IIYAi.`p'>�,AL'IECiCO£R�AEfr'EAEANi.: _ 4INjMUM ELIBEDtdENt DF 5/16•0 TAP:ON XL ANCHORS INTO THE GROUT FILLED.CELL CONCRETE BLOCK (d)SR'E SPECIP}C•PROJECTS.R94..,6E;:PPEPAREt.tlY`A 6bo lx,RE`G, E, 'tit _fiTR`ARt73TtEt'"T WH€CH W1Li.BEs:OME:IHE ENGINEER OF .UNIT'SHRILL BE 2 Ida'. 40}1D',E.O,R, FORM 1'k�IEC+"AND WH0;141Lt,E'iE RESPLk�LSBIZ'F'GRi?HE PROPER USC.OF THE P B:XJ.�ENDEhE O6-RIECORD,ACTING AS 'ND.f.MBE4k1a„,NT INt STT„DCO SHALL BE CIYSSIDERED AS PART'OF 114E REQU€RED CMBEUMETtT. A.DELE a€'FdO3'RJF.ff4 TO Tic PLED.•ETLGIMEE3t"a'1AL«`''SUB4R'tb'YH15 LAM1 --THE WIT£`S'P£YdF DRJI TDS FTa 1TEl+f . #2j N1ta1IUM EDGE DSSxNCc,E D.)OF 5/18 0 TAPCON XL ANCHORS INTO{BRUT FILLED CELL CONCRETE $I.Ot3C SHALL HE 4':MG DISTANCE IS BEYOND ANY FMSH MATERIAL (o) iF4S P.E.O,SHALT..BERM THE.1ATE._AkD OFtin4NAG�sc'rd.AN,C3-'"^uNA"Rir E�35F THE, R4 'SSNdVA„ t{ T'"rR tlei.'-" AECDt?D'TS74F"`PP€£PAt 9..3)W,CASE THAT PRECAST STONE,PRECAST.00NCREFE'OR`BRICK,PANELS.MEER OR PAVERS BE,FOUND ON ... :HE'Evsm.,:w l6 OR pump,ANC•,IORS SHALL BE"LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHNO. EB.pFyq UCT MASIUFA9TURER b',lAEEk tLRLL&E`Li ATcD 0tT t faEAtNlf}JSl1fE I6�4T€OAI;AT PTRODS7G5 Hi kCCCRYDA3iCE,Y TH#SF3 PION 1709.9.3 OF ,,.i'lC�H-PANELS- "- �fts�U3AiTEtG��ltltiG ��tlSl'D TD'fig' .i�+EURrY±.YiS= N mw.f,1TG93,2 OF HIr FlARIL'A,BUILDRM,CODE. PAw ,(6')r I T;&S'Iir(G-iva9D FRAME BUILDING:SPRUCE PlrtE-FIR-'..4tT1T1 {C-o,76),Dvvc{LAs-FIR-saGTH(Ca�O.as>DR= ,``1 .... -""` : .. 54 .._. .g Lion`$tltlDltEb CO$E,:.(}Votr T3xllf Yokw ty,�Buni...zone).,. SRTI I B FINE, 0 W.c o L�tb t�� Cdf7A1SL1 75 .TYfE STiQ)>E'Q'tYVRdrxt. ;55 MIN. .hl i�-5f18"¢>PAPCDN XL ANCHORS,AS MANUFACITIRED;$Y ITN&UILiFE%I.INC- r 0,kQ��r�",` S;:iV 'S1�.: Dxo rra�+�a ut0 p olu�•Bh'r _.,fit)IIIAIRt1UM Eu ENT.'OF TAP=xL ANCH0R5,;INTO Tfw.WOOD FRAME Wit SHALL$E 2 1/4 PF1YSiCAt "r?�L1fngS6Txtter* eels/zom� TT4RFAOED:PENETBATN. ,► . fftl JiBEOMEHT>nTTO:F€Pa75N MATTJZKL SHALL BE CDNSEt�Wi AS,PART OF THE REQUIRED E7.18F.l7tdEtTT: -"'rr 31FA GSDu EDGE DLSThNCE:.(tE:D.)t)F TAPCC?I AF HofTS',:INTO WOOD SHALL BE 2 1/4 EDDE]MANGE fiS '; .,--.,� :' "T 3T tTNa.+I TU1cu E E INr.. ,. BE4'DNP ANY F.iNISFI MA?ERIAL. sus s !' onsnmasrtr _ .Auno ;� SStrY LY € Yt1RM 2D0-WIOB14 ? � - \, mra�.i t- Ta atta ix'k.lr»1 ari-wm . C3)i CASE.THAT PRECAST STONE"PRECAST`CONCRM OR BRIM pAlwyc VENEER OR PAVERS DE FOUND ON �r� ``( )C)� tid7FX A L�J� s.G, Rc e n �P�SWALL OR FLOOR,ANCHORS.SKILL 8.0 LONG ENOUGH:TO 166i THE,MAIN STRUUCTURE BEHIND +,�r�tA'Mn�. �.,, ,� TUREJDATI+�., rtCIfILNUe,#t�tCgYmy«s.I�' ...sxeer 1- ar.:a t m.ra , _ u 'a1 ':' x ;,, ... �: ;:<, �� ". �r%T ..�, � '" �,� T.13•"^t � � '�fa+c�i _:... �y,,.. �,Mj[tt 6C2167 fy®Rt=JO�.•:. .q*5' q2, #3' eiat , rrt xrr ( T--i ' �� .sfx' �. aw' � T €.l' € 4<ttta;) �% ' ;:3• 'r ! � �1t�tffiRi1�1Y�11'�r,<`,,, U+� �� ' `:•;.�•x.41x a.,i',� 5.." 1 Ti T y . �kt. 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M,FO!�1 E 1 �7 �/ g �_ �a" ' ax t" ricrac P4at:s to c.'re ga s TO 08$ �=c PA`E10 j wu as a k�e %emu: z c7, Asl€ nsgnale. rsrau a,e m.,a s+ a,erxp E, 3 r rr ZY ~ € Jr ✓'!f Nam;• �u - - ra i' 2 I4O1AiPf &TbP).o4ci THi u 1 PIVN i &BOTTOCv1j i4TItGK, dWT SLY g 6d?tffM OCTAGONAL AXLE ... 7 Sit RAJL(i�A,l SECTION) SsRR L(WlER SECTION) m�1�;STfE€tSIXtT Q AI LU 9INL Ut BATS 1-10 �Ss 11 -ALU litU [SASI=SLAT ,7TlSt1 13 �iRTCTt�i W SMNG,G #2&MOTOR BRACKET 5 T a" ` r 1 NC I4SINS,(Imdkt&TOP)FASTED' � HmwS (FRONT&su rpom) �Jy f^J, ✓ 113 I=NEt R Si�il IaN�iSS1=tV113L CO44 NEG OCTAGONAL DRIVE f DWN E TOR SL�F1lE 23li4VIkEIiSAI VJITF€.tRlSktt >• ' '' 4 60W OCT, NRL lit 25 IDLER gkAbKET*I I i BEAC3[ - / B '& ND CAP bNEN.1.8: - 0 i - - cane Zon - ' Hucnoa�M.P. 3 8fP11S74�3 C4IIC=.(Nett,,ugh>`'q`�EgCiRy�. ` �, V tx,� ". - - l3a�Jlag b 5`pa(aem %.•OtT-4113_0.. ,C d QA , :•., W 441 °nc"trf,Tf.ST f+aeaeFxae+a, r P � '1"tE SEFCVk�>-1NG.• — IL IL 20-064 'i rywnee..r�- im i ' .. - Sr©,,,z+ L>.I III© v 5f'1ti.�S`1GtlAfl3RE GR RItRx'Y1 1r d F-s.�Fz .:. 'as Saar ,� ATAT.E F .+r o� snEEr a Q 20 rr u+` �t11k SNV Efi HE'GHi a io (; o0 E:V r M1K4 i S'-,'fir a b Cy CC+ee O ==55 or E E § { 11! ic— io i s [ 7 f ����q�a ,: ��t'fj'.�a •�,. ,sti u'I � s � ,� �. SSi� o D ? � sn °e�+ Y,"� w.,� ., �.. ..�, t M.STORM BAR HEWH7 .. .. ...':SEE TAME ON SHM 22) - Ct gftld i 1 X: fa i " f ci [ 3i I � It 1111 1 ill 1.1 E •p�j y ,. b .� :�. tA_ N k (any! vi trt4c. w intls 1l1`a. NW Vs' yy3'A {�.� q•�_ . �. � �� � �'� 1 .pia s..s �m .��r �a su sn��,� � � . i µ.. a ( 3 � m �N $ v.. xaY.uuuoN W 1/1ooa,W 2/11 oR " �� at ?— (sEE;sdtmutF �r or or �g — 12`QR w-4 13 o OR VA-2/11 QF2 P Wax StORW'BAR SPAN max,mum SPA INc YI �O RFAR• 6 or, G or 3 -3j12 oR w-4/13 a sOk Ss scrtn�ay sir 2t) € -_- is Sci{� v/9y J 7. ON s EM 24,P6&2b) I. c ...,. ''/ '..!': r'" ./,.-?J"�`•rt'lx`T. 'z,'��''7z>,!,e`°%/' , ,. ' y"ix,.�,::. ;1', '.a"(: '. `:.•t'",°e�" ,'`o`J,, ..•x'.'..f.'",' zll "fir t {gat, -Boxi END CAP ' _ lSF ( END SEATS .I :••- — �^i f !j SLATS 12 i I SLATS - t -�'"-• I 1 I -^--- SIAS PS '. € t I f -....:..,,.,,,,,......,. »"I �3 SLATS N 4 I ��' i + ^^•"�z SUITS , f ! N. p�8�.=' /$--LW--- P B-•,.„-P 8 s f ._ ...- €p$ �. SLATSsk ii`v tea¢` `I € i I{^°•^......ski €ATS "':v' [ '..._._.._.._._., w.... Es --,..�..•..' � ;. _,: z:r to - �;t :.--- ...,.. ! .._. y:. � '^1 € I I t •^-.s.:{"SLATS c� ,�, i....✓ _ - €�E �..�._._. -_ t .-�..�, SEATS �� mn "` <`-----c-- k !I ! w� ..c•>"^• vi /� f f ,�a ..! k I ., S6 i t SLATS �,o 3 I —+,._.,.•..._�.'....._.. t[ _ _ "" SLATS WE •..----- € ! f -.,.-'.�! :.,.,,5'E.ATS ._r t` cs -'' "' t .— �..._..,_. t i ..� 'ry SLATS. u y or or Y Z s ,_._ R/ R JB ," ` Ts SLATS " » S(TYP. Ea. END) R fg. - t i (TYP. Ea. END): uks yE�. i �T _ { €... I _ (-s»»........._......._._..`. ot".. j{ 6r ti_ t! '6{` {i or R'JS �F 's.as J....zF... ,,',! ..d J'� /!"i' ii��^rr,:!"M-�iM� .. ;���. La 3 t f r E t ,fir.,. r='• F ;W-1 jltl c Yd- 11 OR, ± r az P!5tt�r _ • _ A 1 ji0 OR Nf 2`1 S6R t B"v .� C'SE"SS:E.ET iTj i t P 3/17 OR -aJ1a v/; TB (TYP•1 Max SEAT SPA! MOx 5>AT SFsate _ �_ Mnz SLAT SPt+^1- Afar s�"itsl SS?dcN € Max SLAT SPA" M�� SCt�Y',Sf?l�.'A (SEE SCHEDULES ON (SEE 5ii;[H�l'.19:.E:"04 .(SEE SCHEDULES ON ($ep SC,{tEaWLES-ON (SEE SCHEDUi,E5 d4l, (SFX:SCfiD1':ES.ON SOEET 15) SHEM tS`& 1.tSJ,. SH'uT 15) S}iaci 15),.. SHEETS 15 h T ) 51aE�t' tl5,1' W/ MULLION NOTE: SEE SHEETS 2 & 3 FOR CC1F F'phENTS NObSECtCLATURE, Pl(1PkE }IT`S 2 & 3 FOR GOtttpoN(NF It#3tdE�[ �STt4t => NET$:•. .._ ... . - N:T.S. ;._ -;. �Ro FDk1R FOR SLAT NSTAUAT�Q A`t iltf€fi HEIGHT: >a ,rACF 1.: SHUTTER HEIGHT EQUAL OR—5�TH4N tt D:x6.°t'€.SCtS`:E T3'INSTALLATIONS W/O,STORM BARS,W/STORM BARS Ott IN/STORM LIARS Ae,71C LLia `2/H�tr,i15 UP'TO T 1`-O', .(o)CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED By,#2�#3, THEREAFTER ALL THE WAY '' COSH.,EACH-SLAT I SHALL CONSIST 0 FIVE(5)°t..'rj3 td'zftsll<�tl A'Y NUM2ER. PROCEDURE FOR ADDING SLATS DOs'!N4'{A.YD BELOW 1 SLAT SHAU.BE CON'T1N a EIt;T[t..T':'iTAL SHUTTER HEIGHT , COMPLETED.'GUA.NTLTY-OF FINAL SLAT NUMBER INSTlyLC.'t3 L'�"OW 4wC?TTR?M-SLAT o FAAY'VAR`!WfTH - SHUTTER'5 HEIGHT: (1) BOTTOM SLAT®1 MLA BF-A'_WAYS PlSTALLED. ySlt ()ill '�"'�.., ,.,_<�..� �.».•.».sm-...w« _ .„,.„,„„„_ Ft uRIGh'•Qti1Li7RN3,CtlTYr;(Y1a++.Hig?�:Yeloolty Surticone Zama) �J''�,�'T �^✓�!� to,ca:iLTr�o wa. + INraw:,8z; CASE 2:SHuMA HE€GHT LARGER TFI.3.N i1`-0"I+PPLICFAE::+, YO 7NSTAl.1AT?ON 91/0 STORM BAR Af+`p ,•'j + '`� , M•a- MULUONS'W/HEIGHTS LARGER THAN 11`-0" y::,,..-.�..-_.»Y �w.".. » ,. 66,,�� 4, ..-.«. pro qq � ;RQXdta4QS{ttiFl$T�psP�t Os/8/2azC, (a) CURTAIN.SPit•LL START W/ 1 SLATS A. To?;eOLLCt5 D f'Y*Aa Jar .,,,.THt7tEAtTER,.N.L TH�WRY iys')�% # Liu— RE 6•f.f�e.e l GATEOOWH.EACH.SLAT i SHALL ceNS;5T OF FIVE(5)SLATS,v,C;(,AT• lAt:'e'TUMBER.PROCEDURE ^;. 'T' , ntut v"Ome¢a[ii"e'coaePAn .�. ,'`' UTTf{ '< E�d1?'�rr,E:''�MC.. ��QQ$$,, "*'": pwt we. `as.,.�s,waw+u ai�Aoixr.r_n11aa "'. 6HN7C ADDING SEATS DOWNWARD BELOW dt SLAT SHALL BE Ct�NtiNt1hF,i1PD"jIL'{1D SLAT 15 INSTIiGL.Eb,�AFYE!{; A :• ,+rRf „^ ;ttxy �':tlS „w.Tw:.fwsxWn-r�l � 'W° 2Q-Qfi4 jt0 SLAT IS INSTALLED,FDDITIONAL AID SLATS ALU$T"Q •L15E(7':'1O.CO6ii'IEtE THE TDTAI.SHU? Fgri , e-maui;dfiecoo N,wm ^' �' DRAwINp No H@GHT. 9 to o8719 axaxte- aay.7fC-adR rur CY7a3 67t-o}}p. a a ,r"�('j T1fy. p.a71111T Jr.P:E. :w ntaak¢ut' suK np4w nuwxme m[a ' of �� fD fyik'tk' /4418) f atr Sft1T s AF .. (b)801T01A'.SIATQMUST BE ALWAYS INSTALLED:.. E;.�uE'AL/SWNATi�RE AT£': tUrr,{ksitln�tg2 ", -: u SJ760 TAPCONS XL YI/. ,>.. .... _. POURED 's 5/181w TAKONS x WJ 2 t/4'.,bGn. __... i xi SaY ��' �St2 it]/�fis .]f4`uiS/4 rtW BUILDEX TEK,uf:REtS'S: -2 ]/4 Mtn.EMBEDMENT 40NCR EuBEDN]w& oAx0O60 GALV, ALUANN aTiJ$6 , &VdDs0 060 OALV, / (2E0 0 STEEL YYASNEB Qi 24 o a ...60" /� a / ,tFA51i�Sl .zOoeCALV ;STEEL WASHER 0,24 oA. t a^ :;<... `f :,i�' r �� /t'''�,i' �',,�'....... .�,.. 2/114�W BE�W¢EN�r� rz ETE POURED COf.CTiF'1!' POURED CONCR OR GROUT Fll fi' <a OR.GROUT MLLE0 x .� .; ACONCRETE BLOCK, CONCRETE BLOCK, .., �i � / {i � WN,I.R'e�WHREO, WALL REQUIRED. gti EDGE.O S v�-"'� F /.-`'dam .EDGE Or_ ! »agp�; i• �� OPENING ^-- '. .,, e' f .d.. »t �,k.#::. --4 '1 CPEW r ,).. s y EXISTiNO `,� EXISTING '1 GIASSN�k l' g.: BLASSNO ! GLASS---nl 1 � ..- k (BEYOND) ol ( k fBEYCNO) ea {i. 1 '. I. SEE ANCHOR rs+ SEE.ANCHOR SCHEDkItES ON SCHEDULES ON SEE AS:GHOP .6 .i�Sn -•-€F xGs SHEETS]8,t7 SHEETS 16,t7 °1 SCHEDULES ON a"� `� &•18 ) xx u &18 vts 6 SHEETS:16 iJ `� t' _.' } Mfn, SEPARAFiON Atin.SEpARATEON { �•.. nzr tan. SEPAAAMON qq Ts TO GLASS "Y-f61 TO ,uss j $. a u' TO GLASS S; k _ (SEE SCHEDULES, , EXZ�FC6OR M.w (SEE SCNELOU -`Y ' F7(TER�( i (SEE'S;'HED'JtES ttt t W. ON SHEET 15)� �--•: s, ;" ON SHEET 15) v: ON SHEET 15) i .. ll o- Vx t � /_ 0/s ojs • i POURED ssrlCRE� OR tROU"MLCD CONCRM FROCK y'. - POURED CONCRETE - WALL 4FZU`Re �Y � OR GROUT fH.,k:E.O pt8w'iti('�a•ktp WALL ofoulno. EDGE OF » ICGNCRM BLOCK a - cBt,c I a � OPENING", J .. er x #'1•it '- "�` i �- 8 { k {� M r3 E D "sn ta6a + sr.UMa .R`.�•- r',,.�'�` >^.. t`�� .,F „' "w, «°xs"gtY;0Ys2 yCCfiIT. AGb.£'W, 'vft 6'A YA1�C4Nr XL Mi/ � 2 1/a NIm:E�t6 '' `(f`c�3-bst•1,5+_IS eYF:CijC], �3f. !k i 2M1 o> LVA `tTYQ3f1€tffG FLQ0 ElUW3ITRAPPE�S-MOUNTING �'� �` 13Vj3�:pLUTPA01.It3"kjhG SECTI.n'NS Y 1C. 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(2)2"-4'..OR ~..-' ) 4 WOOD HERDER (2 2 E wvjD rtEAOEk �„a� l C ! .r'kR t(«'�7 2.6 conk REOtnRtD f REQU!RF.O x 1 J i Vnf.OY?tF`1JER WODO HMO. � t �'.§ � I E �.,»,✓ K�i��� � � E E � "n rf I f � REaUIRClt � � n cEaaErxea�"F$ ' �lt 'M ors E'URING _.. 4 � ' � { I k!€ ....� u ! E7aMiGals-v i E .A. ( it + ' f EkFEfsAfE: 'P . .CIlS. � -E%IFIdDR o (SLYMU) I)` (BEYDt } € ( 1 W ra (2)2..r OR .. t p (2 ?. Y,'oa r s t s fi• 2 STUD C to .`a.i" �.OY"i."J 3 E j "T-°. ," rD cEes9• E3 waaD,sltf#r 5 '�' "t E1 muTenc u &L C E6..O. O.C.31AR I ....,. ) S MMUMEO. 3 F i s[:._.3 E e .Lt43r:• .,rt£C a.�. st ,t @Tt 4' wJc.aEQf. .)' ...., -.) a 3 t r.Hs�OB¢ Et u {SEE'"sHtE- r 'E"kT€CHGRB. ( w+' T tsE&sHEar b1 } 2D) f+ ' tn,S+irF 2' o €O a.us Yi—SMp"on o i� " -{ 1 } ` ! i i IY !• . } ' + V) a�g (z)ne oa 1( v uuuras t F I( AEA (2)2'a6' ; i, I' EDGE L� CONT:W= �`i �M M,SS}'E`x'21 : O(' € + Y SIN.. z21� ,,.::t STuo-o t t :Pi s. .[ Das,.tt NG r ! +1 i ^, d Y 4& i a.• `"f £. 2' i III ! 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E�G _ . +ctit itf �. ftQF�DA flUHOs3G C3C °f�on NSh�'YeEDeHy Hurncan6 Y �j , jiy''1��`' 3RAWN SI4 C ) M Re 1iC� DATC SYFtAT,T¢+T4tO x°EtacNetnt¢LDIdF+AM1' EPER7 � ER'SEflVECES"ildC. aaa•ne.4en-c'b xa,>R..eFau mxvtRs„nx 20 064 y '-STATE x«. c�°�'rn�a It€n �r�,�o, na�ee��rite��r�a'zai Y�roa3 auwwa w' ` a " � .Wi.tiA a-rtExlr pY.. av a eaxcmw� aos av;•ra nanrreN fii�d()` ' .�3I{IO '� �¢Id,fsicRAYup�J't Ye: n xe F,u:wr r-,^••'= Hn.,�:R -. POfRtkVCGhtCR w:.& ton, a.•—•---' . 1 uRotir;nLt Eo F r(� (1} 5 i ,am :.`'.. roncr�er�:,e cK_..••, Is�nos ( .sn u�s Q a ! J xn" osi'.i ctaxa ,oa._ p i f SEE SSkTEOtIIES{)}7 } CCRETE � : " : S4ibE7S 17 iB�a J7 r�t6� a aLOCK SNEERS 17�'f8). 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E.D. \ S I END CAP. �'. ................. , \ 2 ` \ wouaED CONCRETE '`�; ru 7 3/4• � (f c�:d 3 ksi�Msrr.) ^^. ': EXTENfDR POURED CONCRETE Min. E.D. ��€'E'3 EfT i 8" Min. THICK RE4'D. (f'c = 3 ksi.Mtn) \^. A"EXTERI6R 4 K 1 .` — �4 a Q � . r �OR Gig._ 12p > e€ <>E % aJ .=-------mot li " 7 3/4"ifn,fi_D 2"e ' 4 n Qj8 C1r I. I Q j8 nr 7 3/4 Min. E.f. 2 ` 41 4• ¢t z -, .t..�........_........_ Y R/8 or n Rj8 Or J.�� .\ 4`x4`x3/$"(6061-T6 ALLOY) �' (6067-T6 ALLOY) fur �+ $ 4 I Rr 8 - i \'7<lifm:ANGLF�'�. 51EX. EDGE Pt A•"�PJCASLE %J�m..�d^vtF EA, itf3e. j EDGE IF APPUC*LE at r (WALL MOUINTEb SHIOWT, MAC 3E -r CT ant{( yry�({r�� ��£* ALTERNATIVE SECTION[X2-X VVI A)OR(G— s i; ,IL.SO INSTAI t D 7,RNPPFO Ir{OUtO„I)' ..�. �} PER SECIONI R' � m S 1Et u:i (t I h1 � __. ;c [3 T�C7Rt t, LJON j �$ 4i4 4il't R�� g r 3 &.,l ! IOFQ't r t!1 ,\ \ :. --":,,.�v Or 4 kY'f,���. \ I 1 1/2"xl 1/?"xD.062"xCONT. 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AoZ4 rJatc' POUR EQCONCRETE WALL: ` o,..44i �x � � etc SECTIOtdVW2 _ » neux,�CxliKs m cNoiwcQu tc conpaNr PERT 5 1 TTER, INC.ERV14S . :.. ,v""'"ty'r", `�f .rr?i^t .r..i°`ixs.` i`°,,ai: d0 Lk6 sP4 iY0!ifJ(}1 .19A4StC• 20-064 ... ENDA INTERIOR WALL MOUNTED MULLION INSTALLATION . ,. !•� � .. . fit'tEN�'ntLli Jr P.E. Rw w. awvas bit sv r wc.. yyG' '"Ct��('ID. tt¢4 tw f a4te7 ae w« sNccr 77 acxa sGa.e:,1/e` i" Q C ..l— " 1/l 00/4'rTW BUILDEX tEK SCReyS '. .., .EDGE IF APPLK)A61S _.. ..� EIX;E IF APPUCABLLr: ag xM♦}LLtO( k o '!� Wf 1"'O-D,.0;060"CJLLVANI ZED:S1HEC rtLS(M 4 �W/ WASHER 0 24"o a; e A ' EQGEIF-APPWQ48l.E� -- / � ...._ ;. 2 7Jz x/t5�rAwtD S c r,�.� /'a. 7 1/2 Min ED 2. 7 i/2" Min. ED \ ,,butt EMREOtr(E ';�Zd°+'YA Ct MIN: E:D: `._ i .71 f7' Mm E.D.,I P.: !. ..1„,., /...„,„,.r _:...- .... �— ':: I� = POURED CONCRETE ,! POURED CONCRETE *• '� ~.. (f'c 3 s! Min.) 3 1/2` ,...�\. r ... _ ( 6" Min, rHCKNESS a !## \..:_' (f`c 3 ks, Min) \ DCIMOR i 7 4 (—•--- �; 6'Min THICKNESS `<` 4" REO D �\ f - \ " ! off I. T n 2t GR i;1 7 t+2" CONTINUOUS POURED bND CAP / CONCRETE(t'c—3 w ton) 7 2" € Min. E.D. / \ 6 fin. THICKNESS \ ��„ ( [ - t 1/2-Mn EF. L, .,.\\, . 4'x4'z1/4"(6061--T6 ALLOY) FA t}Y) .- . ( !^-�� " m.-ANGLE' . SIDE.. 0 '- ED=E IF PPP4ICA@LF -s lar±t,1rSC;1Eh,SIDE. EDGE IF APPLICABLE ALTERNATIVE SECTION A2 i' 4 FOR,G # ALTERNATIVE SECTION VAZW1 t In o INTERIOR, ta�LJQN3 (t N,D.& ItJTERt0�2 MULLIONS} y " (w lW/ ORIENTATION .:_ ON Q/8®r i ( Q/8 pr' (4"x6"or 4'x$}." W.__ R/8 or iI R/B;or (8'x4"). oU }4sse Mk G�eMUM (INTERIOR) & Gi (ENn R4 ENTERIOR) WALL T L mloui,bTECV w t ION43 SPAT; C OA FRED BY SCHED £:;,,R t o (Ytnu MOUNTED SHOWN, llkjs'ALLt` nC $SCS i & 11' ON SHEET 25 's- cvfstt�" ( D)F- ALSO INSTA1 LE0 ik"k'si'rt,6.:' h e ,.� { n, r'fITF.7 I CYO t fE.Lt+!' 5R C1,UG AND SP.,d ( p z D t?l1iSiEU r n a% andYF n'-•F,'r'. � J p � I QM SkIEf"I' 8) 1 I'�C�"i'ylkT We O;SE I' RESIDENTIAL AND COMMERCIAL. 2 t z"\ \ tFr'L, ATIONS WITH y608 ps.': M� €.D t t 1 '1/�nt tf2 x0+�& 'xC.a)taI a+Ukt• 'etAK,biE};,q A.S.D. DE&[^vNRFS+S13�t - 1 i/„ iF� tt'GTE 4`/' g,74 ,�`tJ (W 9t)€€ :'t. MIN. E D — ,. +--� SfiREF'S 0 `4 :c.c Tf i'l10 . i ;Pst1L'u 7.7 0 Ma,(IMILP ditlLUON S*A�t G VALID FOR CON IN toy %i LNGKETE j W N HILTS ' Ifv� HU^ 114R .fff_, _. 'POWER FAST ERS WEOGt 60C t I ANCHORS 3 1/2 t ;: .. X 1?6TALtIw . II COMMERCIAL APPLICA,T16N }Dk� P 1 OJ.O t S2 I SJ1 MAa,aaUm;A JD ()MGN PRESSURE RATII�1 MIN.`C:U. CONCRETE d >?m Ecxn- ..Lr .=�t rf$ I. (P=i�aPfLrotatM} '-J"AIAAe�M a.4CiCiktfit SpfcCI�a,G. GAUD FOR CONNEt�'TiS�(�` '3 7 1/2" CO tINU xCi AC�Trtf ) Gtt4CAETE M!j HILT€ w Rill BOLT TZ ANCHORS t '"%4"xt x4't. 6{6(is9-�TF kll,.LTY)Ffutt' Atid.0 EA, (2) 1/2'o'f4kv _.....-__--�....,„.„— h4r 6"Min 74 K 5 �) r'"c cwt Eoit n FXP 45h€T" ntert+ca sIbE RXIC n FOR CLARiTY'r c�46 k RC REOJ i'�/3 /4'Mr ENb(:Dk?EP.T 7Ct taLtRGu C41}p�72CIL _. w 1 Tt�P E3oT7C1A4). .�1i1Lrhri�i�ftr. EDGE IF APPIJCA9l.E- `�\`,.( •x CJ'/✓ FL{�RN.Rh F+." dt1Ft C+':IC Cn 2ti h 414ct b°o'nLi.N,dUOUURl�hETOt1N CGO 1N0E4NU I yWi�.i_3iZ�r:3tS �.sJ!'?,tW�ai: .. ter:.-,,......,.....«.._..,, �,..,. r,... a :a .i � (n a f > X,tnJtcle ZC,n^} TE VIVO, w \Qti �x & 1 a sr S7 . � et6t mow,;, . , ' cs INC. �. _. s {„"`�. R�3?itsSattveya: x, OEND&INTERIO WVALLMOUNTE MULLION INSTALLATION * ��. t n�R a m�ARY EXPE ,... �., ,:. �TnT E' F _.;,,: +�"J°" ,;." .« ; .as,tu iids sw wKlr+w of6yE' .` 20—o6a '. APPLICABLE TO A L1M!CEp EOAf�'IULLItJN.�►FA{�.AND.MULLION SPAGINC !. I� �`� k «��!�m �r Lac: a 1'�+ 4,i)fl067tA RNd4,1 7'1ri1 S�Csc.f47tr;[7Y�iirs cAtL.` IMAYfd+C Nd P E,3E11 JStNAT4IRE/1}atTE' �7t5kR54'.iL 44}P on a owe a"`_..._.. ' e Jl711p1}` r v HI Min. ED,: IdM ED, .,i'OR(1)3/40 K"K 801.T j�EXPAPf5Y01V ' { f ANCHORS Q EP1D IAIFLLCON� J z3"xt J2 x0-4" ( (OR#EHt'ATiDKS t &�1). (60,67.-XB ALLOY.)A#um 1 t 2° t ANGLE FA SIDE W/(2) ..:.............91 Min, E.D.=—�" .._-:4'-�n�E.D.--.�-*---.ANCfI�O SJ0�'4v OR MULLON FANStON 3J4'0 THR'J BOLTS TO t t.f2" :. (OfsEP7EATTDN 2}: MuLL#oN a/a"m. I: KWIK 60L TZ EXPANSION j ANCHOR W!6'Mitt., EDGE Or SCA.7 €- -7 LE,+ .�zJiR EId6E[S6'ENT TO POURED# t [ "i t ' iFlsF'dCc CDNCfc�`#E (Tyr.TOO & BOTTOM) a I 7" EX(EWQR f POURED CONCRETE.; :I 3" 'L7•#-"_I I" ' ..i I (f c 3 W Min.) $'Min.THICK REO'0., E :. . ... .. )..': If 3' If If EX6TING7 I! i GLASS. ).. u ,~ SECTlORM M W/ 23 l�l Min. OfLY) a� il. 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E.D. :.. € 2 r�Ir 3f4"0 KY[;K DOLT f§§l0rr _ _P,(No iits & END N."JI UrtrAi fr /s� . .» FLD;iD, >d+E'' Y r"f E.(Y_ eF �qh� BflloriN/Iiutrfcane t r. } /r FLOOR OR TO CEILIN#w 1 ii'i,�PPED QUPIT NG 1AUL ON _ - SECTIONW-3 h3o.4416 X Hii7T SE ICES NC. • area Rn-�mifa;u ST t 0?S 06 2Q-U�4 END&INTERIOR TRAPPED MOUNTED{� ULLION,INSTAUATION * o FtaRt�� kP:" :vim d a x :. ::......_ _ ay.m xm xr:xr mx"ama rm' 4�����,s..,...., ,��,,5�:�:,�,Erra.ISX'%dt}R�IDA'"t.. °• t�a'.ntt�..#46is7 � ne+s��.,, � small,t2Wit , L 0-SEE,MAXIMUM(g)(INTERIOR):TRAPPED MOUNTED-MULLIONS SPAN utn EO Min.Co. COVERED- �BY-.SCHEDULE FOR LNST ELATION CASES I Ie ('_..(SEE scHE%l d?S`I - N(E.E'SCHEDULE pt) j COVERED lb' A & II EDCE_OF {{ ESE OF SUB, ON SHEET 25. �"%JsPtiCPBLE• J' E IF/PPL1GVi€.E (LJMITED LOAD,. MULLION SPACING AND SPAN INSTALLATION): /�//'/. E q� ,h l ,� r ✓ IhsrAL1ATtt�I CAFE l - RESIDENTIAL.AND COMMERCIAL APPLICATIONS WITH ±60.8 P.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM 0 ''•. POURED MNCRETE (6061-T6 ALLOY) -""...5•..""'-'�I"' .. MULLION SPACING. LK A:Icm.ANGLE FA, SIDE I�--- j EI SEE SCHEDi ULE#1, SY/ (2) t/2'C THRU ears To �. � S. SEE SCHEDULE #t FOR ADDITIONAL SPECS. i Mti:uoH INSTALIATIM CAx la - R SIDENT11AL AND COMMERCIAL APPLICATION (: Vl/ t 60.$ ps.f. MAXIMUM A.S.D. DESIGN ' Sirt i I 2 TERfOR i I PRESSURE RATING, 8'-0" MAXIMUM MULLION i cuss y —> SPACING. T t/2` SEE SCHEDULE #1 FOR ADDITIONAL_ SPECS. .... G3 INSTALLATION CASE II -- COMM,ERCIAL. APPLICATION FOR t100.0 p.s.f: o , !s•• - MAXIMUM A.S.D. DESIGN PRESSURE P,PTING, EX ERIOR (a),ANCHORS--- 8'-0" MAXIMUM MULLION SPACING. SEE a (SEE SCHEDULE §.} SCHEDULE ;_7 FOR ADDITIONAL. SPECS ._ I I ALTERNATIVE SECTION X3-X3 Wl W/ ORIENTATION 1 21 SCHEDULE #1 — a iiY (2"x7" INTERIOR MULUON ONLY) saw. s B Id1M. EDGE z U INSTAUATION ANCHOR TYPE& SIZE 11itCO'D.S IdR1, ANCHOR DISTANCE FOR CASES REQ'D. 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FLOOR i D CEILING/TRAPPED MOUNTING:MULLIONS G3> _ ` SECTION W-3 EcC1'oA 0 l�¢.£ Lx:(rK�N�cceA,cFs z4 gh VooctYHrrictxauntevti Znot:n e). iY •eturtt .� IN%ERIOR TIV.PPED MOUNTED MULLION lNSTALLATION � � �+�� °^�No,4416 = iurc sc�nu� excwscaawc"a`6ioP # £Tt ,.'SF1 EFd SER ICE'S, (NC APPLICABLE I Q A•LIMITED LOAD,MULLION SPAN AND MULLION SPACING;IN 7.LATIOWS, ��''��' ��, °�"p"`�'_��:"i _��"� ��x c 20-064' STATE OF s e,¢�taznzel�w wa.� a ,str+asa rug rit aiic oww�e Iw ttt' SCAdE.•1l8 g1 9pc�. FLORID � >sEatJ.-£Ct+dTUReIoATf::. ttrm A 1 ,IG rti. +a*.4 + '�•."* +• �. 'suecr lan� . 6r 98 EDGE.IF APPUCyBLE>,, ... 2 XMlJLU'04 I)ET IUtl CahF. ... ..._. .__.... .. .._ _. .. .... .. co 2 11 14- W nLu w ( W1 J / oIirvwm 2 1/6 L{tn l AaflEOtdJ1vT ?� c u Min uD j:_ _ # Y. MIN. E.D. t• �a ., - ^-•::- _ '... EDGE IF APPLIMIL--� 2. f— -- T .7 3/4"Min. 2 C MR-JOUS POURED 7' 'CONCRETE(fe='3 ks Mr.) a ^\,�-. 2 i\k. ✓ #. 3 8 IAin.THICKR-..Q'D, POURED CONCRETE \ - #Hj (f'c a 3 ksi Min.) { <. r NO CAP Min. 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E.D. c I'...a x4'x3/B'x0 t0(6O6t-T6 ALLOY) Aum AN-LC ' FA SIDE W/(2) 3/4'P iHRU 1`10LTS 10 NULl*'('d .(� 1 FNffi. _ r^D.�.D+t E.a!R`N,GQC✓t nn ti;^,n Vetoslhf[furrra 2a_:} r /�"C t 411K F'r,T E?!PA4510`. aCr '. l ax L........_._. .. ..a:J..=,. +.;.-:....��.:.....-. &/ Min. EMElEDMc li Y(1 POURED CON.-Ftf t'i�r n' AA v ,yam ""'..'_"j.."'_ p { .ge °p l- 271C'TSil'3 f s'bySYP.IS CpAY P.@7: EDGE IF A?PLICA9 'HALL GYP.TOP f WALL PJ CL NdTff3G —— '�;M T•'�.,<::. :-.- ._..5 . n s Pnurng Shastarsgstvm_ cvn,x�rs POUREQ(;[INCRETE-MALL LNTptiG�, cetuewocoiaruY ,EXPERTIs"UTTER°SERVIGES'INC. °EGTIQPL o': $1T ' G / c c%> ti.' a`w pay. �r ,;rl wawrsatnstr Kti iaaoY(i Erolra 20-064 n inmraain�r� iemth runes trim,oeio, caxwu+o w . END&INTERIOR WALL MOUNTED MULLION INSTALLATION. tA•txxxsrttl it SCALE,•_t[$ ,t,._ ��4i�iSJ o' �� �';;SEaLJ5K.7:ArukElDl!TE' tLexlDt if i� i .�mws ..strati A aria �f _ _n, _ y '6DE IF APPLICABLE` EDG`l IF APPLI 1 r�ruikpl¢Ettzrfg'Ccnt E _- uta T411 CTftPr(�� TrtlM) w/ X3/4"rnV BURMEX me SCREWSr r 2.�\\\ �rr�o rA�ct>rs�c[ sv�.2 t/4 [ - W/ t'O.6,eD.0&d"GALVANRED SrEfl: 5y� 'Min.E.D inn.EOCPFtiT#24,p:c 4 3/ff'Min. E.D. .. �l t/2 t WASHER-�®24'ac. 4 3/8 1 ,.. - � .._� MIN..E:O. ,-,� .,»..... :✓�' a� OWNUOUS POURED _.._ CONCRciE t'c=3 le 65n.)---- �-�--� 2• B"Mn-THIG(NESS _...._._ DCIEPIOR E8. .O. - \\\\\\�\�\l\\ ;`--END CAP 4 3/B•IAn:ED. .., CONTINUOUS POURED V. CONCREPE We-3 Id Min) c I .• g m RM'D.: r Min: : CS' ) EDGE IF APPLICABLE•'``. - Z N SECTION X444.W.G � 1 zo I ! fINTJ RlOR MULU4 (WALL MOUNTED SHOWN, MAY uan.N EXISTING L f D. BE ALSO INSTALLED TRAPPED (W1_ORIE_NTATIOS•I," 21', .2 "�' I MOUNTED PER SECTION D'-O' 2 0 a �.. ON SHEET 8.) . � tt. I ,L�tiERiQL? W-..-. .......e- ... _. 'o`uc'i SCE MAXIMUM h UNTEIR) W&L VOSE '•RU110N SPAN 'SES ;& E Q 0 45iEYULE 2b FOR INSTALLAMON C DI' ON SHEfpT 2t {iLM}?ED LORD, MULLION or��£I'P:f.. iiNEA ? 4/8 4'�8 'SPAN INSrA.faATiON): 2 t/r ♦' FF :tIISTIS1AT�Q4 SE r' -.RESIDENTIAL AND Cl.)M lEF.CIAL .L f Min. E D i 7 ±./Z"z1 1/2"XI)1062,tCON AWIA: b F "LI,.J7r� CATIONS S WITH t 0 8. s f ' 'AkGLE W1 1/4VW/4 3Tw 5U.0E7t I i }F1 Ae P At;N, E.D. i a M,X...0 : A.S.D. DESIGN PR£SS RE RATING. 1.2-D" MAXIMUM U 5 TE% SCREWS 0 24 . SPACING. VALID FOR CnfitNEGTVt CR3 X4 -- _ ) CONCRETE W/ HILTI Is C }CGS=H OR' TOP/00—)3 1 2 I POWERR FASTENERS WEDCc-BOLT I F Lr�..wa/eoi I INSTkt1ARpN C n £OMfJ.CRCIAL APPLICATION FOR .E100.0 -= p s:/ MJv t411I 5 D.:DESIGN PRESSURE k0f4G W!' tttr (.2) 1/Ea e w K E'vi-r u EXPANSSIOn AncHOR �f ktMLl'1 hSULC[O1e $#gCfPlG. VALID FOR CONV£:;'I'IOtvf 10, MN ED. \ -W/ A$T:.,£.aBET3}aEW TO POURED CCNCRCt CDF3CFSE1'E.W. Iiltt't RNA KVIK SOLT TZ ANCHORS. tTYp ,Bp BOTTOM). EDGE IF APPLICABLE•" CGY ONLWS PtAJR'D, 1 SIDE PAIL(D N0'C aFIID dN FFOR CLARITY Ctkk FATE{t Z y fSit}. t 1tr- 1 -�"-��-��V� t-tf 'c. nU1L^ ti iNon R'n 'aloe;. t bJ 1LLA1QUgdllNl�w {�L+t lkl3kJ_ �-,j:he, �� POJRLC)GfJ�lG4ETE'LV SEG'TTON?N F s t fx't.�?)i�a - g _a+� � �, RoTt3x• Shaffer C @ OBIe. _ �Z vs�caAl o c ,�; � / ;`cuNr canna rxa,Netalm:,�u iw Ex� r,c SaeH, .aUbi 7W�FHRit1�G 59EE DR4i1vfeI GES''=INC.INTERIOR WALL MOUNTED MULLONINSTALLATION 20=OSTATE< mrAr" 64 MULLION SPAN AW.Mi ILLION SPADING IRSM"A M19 APPLICABLE Tb A UNITED LOAD � •. a —,��, - ��. , > T►xS.ra-coast �Nu rir arhi �lAi� �`�,P PALl9CNRruRE/Iza '; ,.>. tswrxtrcn�tcT t iita �m�.v. we ar+w " '�+te7�ar'orm __.-. TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT-CODE'COMPLIANCE RELATED,TO.JTS-INSTALLATION INTO EXIS TING, POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES. (*) STEP:OB,AIN JOB SITES A,S.D.DESIGN PRESSURE.RATING_(p.sf)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b;IF MULLIONS ARE USED BUT W/0 STORM BARS SPAN`L"(13)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WtO STORM BARS S1ifV.l., I STEP 2:ENTER TO CHARTS C."', I'v THRU IC ON SH EF 15'f0 DETERMINE,BASED OW Am ih' BE BASED ON CHART 3c ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE tT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.sl.):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN'if ft. 2 ENTER SCHEDULES Is THRU 2rON SHEETS 24,25&2i;Vv7 A.S.D.DESIGN LOAD;MAXIMUM MULLION I HE FOLLc WiXG ue:ORMATION IS PROd€D'ED A!-CKkfZTS I THRU IC TO PROCEED%m Fr. SPACING(1AM.,IT,V OR.),AND DETERMINE MAXIMUM M'LLI N SPAN(HEIGHT)Wf ALLd'N,ABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(�Uj,G ;�& ),MULLION TYPE& MULLION ORIENTATION. e ENTER A.S.D.DESIGN PRESSURE RATING::SEE STEP(1)ABOVE 3.SEE SHEETS 10,10A,11,i IA.12,12A,13&13A FOR REQUIRED MUW ON CQNNECTION DETAILS AT FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRR EO OR W.')LL MOUNTINGS OF MULLION$INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(©,G , aj?&>i . [Ef° 11A ;THIS IS 111E.VAXl IUYi ALLOWABLE SLAT SPAN FOR WFpGH A GIVEN 1fZ"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONSARE USED 6 FF 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS A.RE;USED USED,FOR R GIVEN A:S.D.DESIGN PRESSURE RATING. a MANIMGNi REQU'RED.SEPARATION I'D GLASS IS PROVIDED ON le:PROVIDES SEPARATION SHALL BE.BASED 00 CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK:OFSLATS TO TO GLASS FOR PRODUCTS WIOOR WI STORM BARS(SEE STEP4). GLASS. I S TE r 3.OB'(AItJ ledFO 2 L ";ON ON PRODUC i S SICE PnILP„^lCFIOR SPACitr'3 REQL'IRtMF17T5 FOR 2.EEt!TER TAEILE 1 ON SHEET 22 Wl A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTIOR TO E)G; f ING STRUCTURE FROM ANCIK)R SCHEDULES.Va,Vb&VIS ON SHEETS 15 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULE$WITH FINALLY DETERMINED ANCHOR TYPE:SUBSTRATE;MOUNTING 3.ENTER TABLES 1.OR 3 ON SHEET 23,WITH A S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR.SPAGiNG (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS.FOR STORM BAR CONNECTION TO CONCRETE TOP 8 BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORSTYPE LEGEND FOR VARIOUS ANCHOR ST Ea 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS d F a I d.G'v`+9NGi 4IANDf.Ti .,f.1�11 1 AL F ROGE€3 f,`HEScl A-A l L3CF.SL . &A CH:GICE OF?OR!AIICI ORS PER CONNECTION DEPENDM. ON LOADANDSTflRty4 8Af3 SPACING PROCECUr�ZE 4a IF STORM OARS ARE USED d.E JtE�St NCCU ES.&THRU�c(7N SHE;TS 24,25&26 Wf A S Di:DESIGt4 PRESSURE RATING: 1.YtN;JiU:'r`hT!AkF.'t it,r;'.0 GL%5S.FOR SLATS It'S;JR::iN:i S AFIF USED SHALL 8E&;.S iD QN t4AXWUM MULLION SP, [NG{h.A}•,12',8'OR 7�,.RN6 DETERMINE MAXIMUM NUWO SPAN 1: ai'wi LL it.EA:U:::D FRO!3 7t,C OF SLA'i3'IO GLASS. (F+EII'�')�tl ,LLC3fi B E p11",,1POLATiON;N BE11WEEN SPAC t 4tiS FOR(.Gt,VEN{U �s (t3 & ), MbLUON TYPE&MUL ION ORIENTATION. I 2 INTER TABLE 1 0:4 SKEET Z2 Wf A.SID DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM se SEE fi fjA 12i2A 13& 3A FOR MULLION CONNECTION, 6kTA!LS AT TdP& ALLOWABLE STORM W R SPAN(tE-1Gl1T. 'TtuFPEr'OR VJALL M }lJTI'dwS.OF MUL DONS tfJFO:COWCRETE Fofi f Of<'ET;MULL.ION TYPE((�ri &6), 3 ENTER TABLES 2 OR 3 ON SHEET 23,Wl*A.S.D.DESIGN PRESSURE RATING AND STORM HAR { SPACING AND DETG.^.tAINE APPLICABLE OPTIONS FOR STQQ 11.1 BAR CONNECTION TO CONCRETE —• — TOP&BOTTOM.D;TlOtls PROVIDE ANCHOR SPECS.A t ANCHORS TYPELEGEND FOR VARIOUS ° PROCEDF1f2E PER S REPS T Tl-TRU 3 IS SIMILAR FOR INSTALL ONS INTO.V'001)FRAME I ANcttOR Ttmr,COVERING PERMANENT(ANCHORS A S 0)OR REMOVABLE(ANCHORS B&C) STRUCTUREu SEE SFlEETS 26&21 FOR LIMITATIONS APPOcA€IL.E t0 IM1ISTALLA710NS INTO 1 INSTALLATIONS&A C[IO'.CE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FMME STRUCTURE. STORM BAD?SPACING.. —^ A„aut94c,Cofz(N.oh High 9ctacRy Eturricnne 7snc) fla u Was i U.P. 4416LT � � 4�t875g�+v-tlarSyxian, oe/c/:ars - �L ' �' •-^.t+� Ira` t10t .>mNi0v ,NYP STAR 0F &• 6 44� vAT Rtt c 20-061 ta.e.° .*.pSs.>"_;ago . �smp„-,ml voxr st earth n.snsea ',� e-trP�oe000a.wm n�rra' �i o•cD9r r+u.h at,-tia9n. nna7tppreo ,� sear(}a 2e , p,3Tat/s�ts5Tui2 ..,e� SI,T PERFORMANOI:,Cl2TS $d (ORILYI%AUt}KOR°1l2"SLIP} :. _ fOR A QIVEN A 3 D.CtE;}GN PRESSl1RE RATiTdG{p;ri f}PRODl1CT MwItiT`C 0171 lNC4UGING ANGHbA TYPEAND FOR INST k W/0 R =, CHART I8d -� �' C�1ART���'i`� ' t � Ua'E LS5Rk7k1 �Ik6RTtYc ttS.U::tMu -. UCE ee.4%!4"w FtlC31T,iE f s.7 MID VALut - )UR BOLT 3 Ai�!Cf1OrZ B/18 a f 4Pt tlfe%L.A�tGh1JR S/18 o TAPCON XL ANCHOR Sky----W— E' URED CONCRETE' ti Ta c Leto m+ra re m ORV.rr FUn CaL CONCRM V= i tsES7 N Vx $AT SPAN .`._ 1tk. CFT) WAXL.x aSLAT SPANIlv (FT}.S.J REO UIRE"D`y"'""• G»U..k.w(F j UEASUFW iD&�C QF MAT.(Iti) ;; , ra eucD C^ S� xv r re wa a r a-ter r✓i 4 T*-PED SURD-aur tteu J(t3 "io7 tNr tir.8fcaxrtr rl r3 u�r�r t 1.�uir sxE W/o sfDRitr8.R9' tq S►ORkd BMtS: r �+�',�•••. !�' ,+,e 1r a e=r..-�< 1-�' r•.r siEs .a.,;r,.r !!..i;wuts b �?d' i'nmes�#•fivQ r_.. 74'+SFif<C�:£.YAb 2 -!wpto Zm sm ems . g�g s50 <Q n � t< s _� 2Q o ! fs t• z@ � Tay.-� 72 0 is� +i+ n !s_o is 3 1� c t t 14 t/2 � T F aQO c@ Lt' ' t5,2 19 7 i6 fi: 20 @ id 5' 17..d t4 16 16-7t 14'-5 14 70 12 9 1 14 tJ2 '& 7 49 J b t 16 0 18'-Q'. 73 St 2@ t t< l' 76-13' /3 8 13^4 3 i 72 3 9 13 Q 1 1 13 JY er, Y ro 70 16 rJ 7 t S t i3 i�. 5 t4 t,t I.Ci' Tz t 8 15 8 13 4 'i F7 8 )Y d:, t EJ 17.'t Y5. 0 i2 4 72 0 OO.St-t[ ?5 x t3 4 '14 9 12 7 i6 9... ti 8 3 +t r` lc *r "{ 8 77 't "1 T in 7f T 11 D fy I-lT a Fi G L 7d@ tr 4 la f 7J t 1p .4 13 @" iQL i.. 6 10 a g o t{ --t _T 10 fi 1Q 4 8 D 7 1] t c 7W }�y 74T) ag 8 1 17 7 t 7. p t02A 74 1 '1 7 4 9 7 1� a 0 Q'-f0 C'+'7 75 9 t* 0 12 C f1F 1@ 5 t.3 7 8 '4 t0 20 ] 9 7 ti ! 9 u R 3 ..c"T"-a ..t :1't f 7: �, �<' 6T3: 7s-X' . R4 6:._. it 7.,.,1� 1@-•0"".: '"Cf" 4 J TO 5 Ii 4 5 Y!,7 SJ K It= T£i_. t0 8-"ir rn'�ri 8 e T' Mn 12 @ : 0 4 10 5 8 t it 9 5 d 0- 8 0 8 try IY 90 t, 7.9 e 4_. S30.0 > Fr I u 3. 3'. 1G 1/2" Y. :S4 �i 5 7 '� 8 6 7 7 3 6 � G G? 7,1r3 7 S:' its 4'..t@ 7 4 G•'. 5 1 10.1/2 8-tt 6- 1CG' 46.p B$$ 3Q_. 8._2r._ ? 3: 8-•q@'. J. .. . T'-7fY. _ ssoo � S s-o• 7 2 � � ._._.. _ _ 16u0 8 3 T-SO' 7 Q. a _ 7 7-1 -• k 1 As to INDfCATEtS tM)4;.'SkJiT;SPfSNS MAY BE'USED AS LO�GIS'•. NOR SF7ACH`1t' Sr'IiEDUkES t3N'SFiEETS 17 & 1B INOIC10 t TtitiT' `F,4;PN A3tiCH0 oPfiCIN3 l5 LYAttARLE FOR THE CORRE$POddO1NG'SLAi ^�» '�� _. D1 ar .AtsLt A 1.DE IGN FEZ SSUNE RATING. ` � {i fE}AIiII y rjT L7diR Y"I'Ll, '{Yon H'a1h Y0bc;ty Hurricane Zoo) r N LQV.trr.i >Ii rc +'A XNW:W EXISIING STR1r"RAn;orle DRAWN Dr: VIVO t n T S 4 4Cr C� 5/164o TAPCON ALi4CHOR, RM f r3i th u.v. F'tUPCO CONCr R GnCal.FILLED CELL CONCRETE BL,X,eiC£s n iri i 'Ti;n "R'4s,,A7 .,,C,'i:LfONS CONNECT70tt YhttO'tvF:.. 14u 44i,Ftt prt'°^' f? �_ RflQfD�S$at4er Dslel2Dta WALL.�,6tOUi'iJE.tl�.,fRW 61 M�IMTE-D.AND BUILD-OUT kigUolw,,. .,.. ,. ,', .., ..= nr - L b ..vt la Q�.c. �t EXPERT,SHUTTE€t,'SERVICES-INC. D►TE 7 ✓r•".,,a4J'*"�' cxv tl)a COMPANY a—W.a w t auk n ssu" <069';A W.%t,l6gl:ORWE`. 3. M {ldUM SWT ftAN5 tOR,iFRERMEDIATE'LOADS,MIX: --yqC �TAI.-UE .. -t011 �aAFiSr tuC 'Fl:`srsas 20 p84 . DETERWWi'9Y L NW' {MTE PbLATI0N BETWEEN EO VALUES i" .r' 0,ra�n ?K wrS 7G-*W=nr' a7l ena DnawglD w �,c� `tDgIDF` �b . "'t Ate.. . .. ♦ E. :-� U .SNE[T is WZI• F. .. ... .... :.;. ' -, .: <s ,�\\�,•. SEAil5IGNAT1jRE/RATE.: