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Home My WebLink AboutProduct Approval 7i�} p�d �x.SA� • �)!A 4,1 @9�}�#��` ter' � �� S�£Is Fah" V�# ra � ry r F r'i Miv UIA 6CIS liome I too In j User Re6istration I ilot Topic ( Submit Sartharge ; Stzts&Facts Pupliuttitins. ( Contact t?S F;CI5 Site Map" links } �,: . ,�s � �iriSrodtictttpprcvaf ia•-.,, ecv uSER:Public Doer' . iyot�l"•t,"•;ag ny.ri sx y,rt.>a,,d.:cg 4r Ac,]i�ciilnr,Sx,ryir> Application U¢iaii FL;~ FLi2246-R5 Application Type, Revis Code.Version 2020 Application Status Approve Comments AL•rhivee Product Manufacturer Expert Shutter Services,iqc. Address/Phone/Emalf 1626 SW Biitmore.ST Port St. Lucie,FL 34964 (772)871-1915 Ext 106 callexperc@aoLcorn 4uthori7ed Signature Mfchsael Heissenberg. callexpert@eol.corn Tevhnical P,epresentative Michael lieissenb6rg Address,Phone/Small 1626 SW Slltmore St Port St Lurie,FL 34984 (772),a71-1915 Ext 106 cailExpertOJOLcom Quality Assurance Repnnentative Michael Heissenberg Address/Phone/Email 1626 SW Bilmora St Port St Luciz,FL 34984 (772)S71-1915 Ext 166. - CaliL'xpertltiaoi:cr�m Category Shutters Subcategory Roll-up Cornpliance Method Evaluation Report from a Florida Registered Archite&or.a Licensed F)pticl Professional Engineer Evaluation Report Hardcopy'Received Florida Engineer or Architect Name who developed"the Walter A.Tillit Jr., P.E. Evaluation Report Florida License Pic-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date '12/31/2021 Validated By ' John W; Knezevich, PE Validation Cnecklist-Hardcopy Receivsd Certificate of Independence ,WW6"95 !�Ut "C I day ti=0 4 Pd Reerenced Standard and Year{of Standard) a land ard Year N.;T11 E-1996 2012 TAS 201 1994 TAS 202 1994 'TAS 203 1994 Equivalence of Product Standards Certified By Sections from the.Code p Product Approval Method Method 1 Option;D Late Submitted 08/04/2020 Date Validated 08/19/2020' pate Pending FBC-Approval 0°/19/202p Date Approved 1tl/?3J2020, Sunman of Products IF! # Model,Nurhber or Name i Description 12246.1. Nautilus Rolling Shutter System _ i Extruded aluminum Nautilus Rollino Shutter System Limits of Use _ Installation Instructions Approved for mse in HVH7_:No F 1 246-a .1 Exp,pert.Shutter PED I7n2g 24-06 p 999 Ajppruvwd for use outside HVHZ:'Yes I Verified-By:W..alterA.TilsitIr.;P.E.PE 44.167 a1 Ifripa-ct Resistant:Yes § Created liy IndepetidentThird Party:Yes 3 Design Pressutet t 160/-160 i Evaluation.Reporfs Tiber-State Missile Level"D"wind zones 1,.2,3 and 4(basic FIA2246 R5 AE,.Exporr Shutter P R Drir •2g o=o64 pAA protection only),Pressure rating: +30r-30 p.s,f:at 20'-0",span Created by Independent Third Party:Yes (wall mounted)aid + 60 -160 .s.E at S'=0"span(wall I mounted`(with 1/2"slip.See sheet's,15, 16 aitd 20 far additional pressures and spans, t.. Contact, :; L l�jirSl7nr'R'.a 1 7a lnti�S•'et FLU:'r�2-pYi,na:.135i�5'grt7-1.874 The state of P-Wrid,)t,an WEEO CmpJoyar,QRitsipht:7 07-a11.3 3%qs-cf f i 83,1,:Pr1v:,V 5tatemhnt,t Q&,'cohAbitityStatenlarit.:::KeNn4 sttAtamenti - Under Florida Jaw,email nderasies°are public,rxords.if you do oat want your e-mail address released in response to a public-records request;do not send eieixrenic; taatl to th s:aitity.llmoad,contact tht office by pnooe or by traditional tuail.tf.you{love airy itiid tignz,+pYease,rtltltaCt 8St5 4t1%1 4.i,+pursuant to Section 4s$*2X5(1),`.. ftilda Statutes,cffei ivn octeber'i.Zoi2,tice"n3ec,Itcansed under Ghnnter 4S5-F.S..Must provide the'Departrtfent:anti an emall address it they have one 7h4 8ti?afls' provided riwt be psed for auroral comrimnication with the licensee.However email 4ddresses are'pubiic record.-if.you do rot'wish to supply a personal cddress'.pteese. : , ' i rvfde the Depaitinont-v,th an email address which can be made ovailatAo to the public.To detvrmine.if you are a licensee under Chapter 45S,Rs.,please"ciirJ(: Product A�paroval(Accepts: ' �gt:�' " , r 8. . ANCHORS 514A1.L BE:INSTALLED FOLLOWING ALL Of TN£RECCIL'tAEF1taATONS AND SPECIFICATIONS OF THE AfICFiCR'S A(A#1 UFACTRER,U 1. t4AU LU5 FOLL1}4G 9 JiT SYSTE 5140'titi DN THIS PRODUCT tYALUAirDt4 DOCUMENT mad HAS SEE" 8.ANCHORS REQUIRED FOR STORM CARS CONNECTIONS SHALL BE AS SPECIFIED OH APPLcABLE SECTIONS SHOWN ON Slim 9. L VE111-0 t:I COtt.LIt ICF.IN AGCO1,1110E 11111 THE 2620(71h EDITION)OF THE FLO IDA�UILDV40 CODE. -3/8-vxt 1/4"CALK-INS OLNUFACTURED BY OEYIALT. INC. "WAUT':'ki pCWNG Sr+l17TER SYSTEM E1.AL1.NOT BE tWALLED 4T 4104 VELOCITY HURRICANE.ZONE$_UEAtt:-DAOE ( ••1/4 vx5/a SOLD-.SET MA+dURsC1Uk-rD BY ALL PQihT.RC. /BF*m!A CWN1iES). -3/8-0 KNtX BOLT Z MANUFACTURED BY HNL.71.'LNC. DE$;GN Wi ,LOADS SHA;L 8`Dc EF114;,LD AS F$P.SE. t 1200 OF 1-.Ate'LTEtFuONEB CODE -9/14�a 1APOON Lf�"FACTURED BY ITW SUiLI) INC MR,A SAS.£We?Z)SPEED AZ >F4i}e?ED BY-;VZ 11RY'1}"'TION 1i�£ {6"'E a J RERS AIL?Be INSTALLM p iO=.A l�.ECTNCHAilFr FACivc Kd-0.85.USV ASCE 7-+ FOP '.:iiAWTJV''LsDE•2024 FflC EDGE t. EDCErAZ ZA M 417E RE FOR NDAN FINI H M ER64L.RS SHALL 6£AS FR"ii;CAt'cD 9ESJJiti OR At Ai-VA't4EtiiKTNib StfEFT. r EO6E.DiSfAHCE AND tii8llt4EtiiS ARE 8i:Y0N0 ANY FTtii5N MATCRW.. Al4G S§till.PIT"c?(^--n THE :!%YIS1:i;A ('.4..A.) 0""u'DFt ARESSL i2A+,:v N.?'.CATED 04 S!iffTS 15 T?+r l}18!c 20 7NE31 26. EMMMENT TO VER. T}t_A-Ivic CONDITION. tJI,-RMS'-:DEMi Y!WJ LOADS D£IERutt:£0 PER 65--7-T5 ":L.1'!' ( $BALL tx FIRST P&DV= .0 p S.D.DESIC•N WS1 m I.D.A,as BY%WLTIPLYING THEM By Q.B R4 DW3ER TO A>+CHOR S?ACI AC 0 100 CDCE CSSTAt=a I= COtiCRETE CU`F7ETE BLOCK ' TO CC+L'PAF£TNSE W/tSIY. (.'L.S.Q)DESIGN PRESSURE RATINGS a CIMID ON SHEETS i5 iNRU I8&20 THRU 26. 3/i>:x7 T/+'CAJ:-iY, 3 3/4' 4 T�2" t 'la" (300D Psi) . At LCK'ED 1/4'4.+.3/4•SOLID-SET 3- 3 7/8'(-0 peq NOT A+_L.OWED 2. IN URDcR TO+1:Fti r 5t14;"CSsrGtiEtiTS AtF4�4TCHCFa ON:aS? A5 TIST}7)iYEFc NOT C.T7'ST;tF:tSED, 3/;;v KR.TiS DOLT-it 9" -1- 2.1/2*(5000 Psi) JOT ALLOWED -A 33„E4C9V4E U AL.LU+fA?',E,ST.'?tS.FOR W114D LOADS VM, LiPj USED iN THEIR ANALYSS. FASTENERS g/1tw'4:PPC0.: XL 3 3/-0' 3 1/II' 2 7/4" (2EH3 gsi) NOT AtLOYED SPtS� TO 1YG00 HAVE SEEN DMIANIED IN ACCO[Y,At £W N N,D,S.2018, } ^i.0 „' li'n;.LVS `'t n f FOR A T IND .A+. R`-_".4"'TA CE FL-.`;6EF9+ rpr';ED Iv r ro ACG'�Y14'.kN• 'Aril a �v4 1609.1,2 OF ,1E ASOVF MEMIOti""LYRE AS AMER ItSr LAB OF.:OL1iN i0 R. NCH °r-�FtEO TOR VUW,,DN CC:+i:V�C'ri,'e:45 WALL BE AS SPLt%J'�§`EV ON APPUC=SLE S_C I...,i;,SiSc'Wn ON Si"Ms tu': j FLOR;;A, REPOT A iD.rJ.�1-Ava A5�P R A-TM t. 1bS8. 17386 AND E 3.>0 S;nr i,RF:r,OL`.wr'firiG ICA. 1 Ilk 12_ '2A. 13& 13A. - ! :' 'NiNC �CS:= 1, 3 u M!SV-£TYP,D AND O"LY AFPFSCA°'c TO RLSiC PRnTi7c7 T t -04K FxiLT Z EXPAIiSlOt:ANCHOR tJAr UFACTUFED i3:H7T3, NC. FNSTAALATIGNS, fS DEFI}iEJ§YY SECTIONS 6.2.I.F.6.2.1.2 AZI 8.3 OF ASIM E 1098 S'Ei SiiEETS;Y&212 -NUS-H SCREW ANCHOR MkMFACTHiED BY HILT i.NC. . FOR ADOIDONAL I.MTATIONS. -WEDGE-DOLT A::CHOR MANUFACTURED BY DEWALT,INC. . 3.A'.L ALUMIxLIM EXTRUSION'S SHALL BE Ni53-'f8 ALLOY(UNLESS OFri£RW€SE l .1}),nFE SHEET 2. M411?U&I E_GE DISTANCE AND SPAC!W'FOR ABOYr k�RIONED AW44O.RS SH.L1J.BE A5 LN=ATED BELOW U•4 AT AtiyU'V£h1Et4nONED St'M. 4.ALL SCR t75(�,(E?T Et10 REIENTICN 5CRL'ft r)) iQ BE STkh1£S STEFJ.3O4 GR 316 SERIES itTTN SD Mai EDGE DISTiVCE.tN7 LT:BEDttEN79 ARE E'EYONO R�FY FINISH M4TERIrtL EM9c33t.,4EttT d iDOx YiEE1F S['E'G.H AND 50!�i TENSILE�QR COWtOSk7N Rx'3:STANT'COATED CARBON STEEL A5 PER.044 CROIA FILLED OR 5iacl&AL:S.O.S.A69E TEr,SCRiNS AW JFAr=UREC BY im BL",',.DEX&SHALL COOLY y!/FLOR3A BURD!T4G SPACL'.,10 100-� £OCE DtSTAT4CE Q IOCY.' CO1r:R.CTE CONCRETE BLOCK , CODE SECTION 2411..i.3.,4. _ 3/4'v KL'IK S%J TZ 27' 9'. 4 3 / (- P t4UT ALLR'&ED '4' 300D s S.BOLOS TO BE A5TIA A-ZO7,C?SVANffEO OP.AL.304 OR 316 S8K'i S S"'AiN i&S'STEEL PriRi 36 ksi miNimulA !/2�^ F'{i?u; ;}?-;.-Z 22 1/2- 7 1/Z" 3 1/<'43000 PSI) NCFT ALLOWED YIELD Sin4G-TH. 3/8'0 KI, i+^u)=TZ 6 - 4 3�8' 2"(ZAOO FSn NOT ALLOwEO t 3/volNLi,�,'-i'{s tEW 4" 5 Z'(3ODO P51) NOT ALLOWED ) 6.NAU;1L4z FUU.}T.'G 5`1UITER SYSTU.L DY:ARS U.S. PATENTS a6,095,225 AND J7.409,980. 3/8-1 WT'ED!;s LL}�-'f 4 1/2' 4 1/2� = 1/r(3000 Ps;) NOT r..Lr}"t£D 7. ANCHORS TO WALL,FOP. S:CE 12A':L St4A<.L BE AS FOUA715: /2'0 M-14 WRM CR 11�s 94T 6' 6" 3"(3000 PSI) _ NOT ALLURED �. 5/8'r KS-H SMV CR GrM%3,".T 7 1/2' 7 1/2' 2 1/'.(5000 PSI) 'NO,.ALLOY:£D (A)TO CXSTING POURED CGiv'CnCTE,hf 1.30410 p.s.i. CO}dPRrS^SPYE STRENGTH, I I.THE tsr'TAL!AT"y CCW1P IS TO SFJz/CAULN ALL PRODUCT COUP0494 EDGES WHIGTF.RD4AIN IN COtfIVOUS.CONTACT WIT"THE BUluiNG 5/16'0 TAPCON XL A'd-IiORS AS MANUFACTURED BY aW BUILDEX.INC. TO WR'ww Yi'*;,T/RAIN INTRUSBJii,CAULK AND SEAL PRODUCT 7RK--AS ALL AROUND FULL,LENGTH. ' -'fP rk`b:BOLT 3 At:,,,kt:v AS si4{LT?£T311=0 B`!F!?TE.INC. 2.j:SHa 6E.THE ri:- 105S1i'•,'U 'HL L.ki1HFL1L'F°TG 14ti`T`Y �5 5013J£-t ES5�114C 4SRUGTU,3E WEER€.PRODUCT,IS TM 0[ATTACTIRT-TD A-I)Acs:'"'Al FA4 EDMENT LhTO pci'RED CCK ,7r SPi1LL 'ra'^ tNc;l.=.. .�T`O='£1T APILIfOF.IiE T}E�F'RC0:3' rW...t ..MAY D°`:;.A'"'4E`t 16 Cv+iCP`i Cc". GRIT£BT!':Cu U Yi,'SCO f=YFAt4t EJII,3I:NGS. !4'FOR .C'�TAPCDN XL ANO.4-^S&2 1/2'FOR 3IS'¢KV,,K �L 3 ANCHC�, 1 no.L1AB�4.i�11 INTO STUCCO SHALL Cf--'CONJOFRED IS PART OF THE REO+JIREO ENDE iivE I_ �13.:}:i;,t'4tt-IRIS S,Naf.",LtATi!id 5rp�,1 COL. 1v Ti1 ASS;SPcCS•!Ni+r.17fE'!ti Y,aS Dt..,,Yb::fx,�5-TN aUFi,O,':fr ieti0 ZDNr.:U F.=GUL4TONS?ROND'cB 81'� 1"IttivICF'ON mi?;nE PtPiE T iS.kpPL:,0 TO, 1.2;#tit ,y A EDGE D".•.T:-rAF =:(E.O.) L4TC FOUREO CQNCR£TE$t{'-!f E! T 4.UFIFi rti t/cT"'."!1aAF TtOr PlRT (. THt 9}Ft'Rv t.. _ B 'rm vwo- mi XL ANCHORS&5'FOR 3/Bb KWIK BOLT 3 ANCNU LN RS.EDGE SIAUCL IS BEYOND , 3 3 '1 '}4 L L.?-n:l4RT_"U:.Tt TI;6 Et4QFk F aiti:.zr./NYC 042 f4DT F-Ki14iD: t'-_:it�!ATr.L4 i'OR x S+:z:_SytCr£t_ ,,;.ir.Gr, i.c.Yf.'E4E THE S'.7£ 4.S)t U t THAT rREC'47. StUNE.PRECAST MCR.A7L OR C-RICK PAVERS,`ERCCR OR PAYERS BE POUND ON ;.Chi "iO?S LE1"u;T FROM Ttt£.fl£.D. . 1 4>✓ „t;T1N:,'"S:1 Or:=:3Y.;4.FtiC,Y*.*S 5§1tL' a_Lo,-V-�ENC1.' .'TO RF1GH THE MAIN-MrXTU4E S&m"' { g7r.,t+PANELS. _ (5){.L i m'•A'i4O: Gz.Fr.,5r4Vi C-C iek T 'Fu.F.Tf 4 .:S:Ciut�.,?4.O bS Au ATE4) a.T-r�wG i:+�Fs4-"c.T1'Di`TiaS'PRODUCT. 255EB ON THB . V'41'E FRRc^,•}) 1 tE,Ci?Vf�Xtris C'+f'Th:t.EO rN Tw+OOCuii.rN'T:'COt4STU,UGT':Oti 'AFLTY AT SITE IS THE ± (8)TO+LASTING C•ROUT FILLED C71L CG:.CRE E,BLOCX WALL-ASIA4 C-30 ^ON'itTAMOR'5 s -5/I5'0 FAPCON A.A!':CHORS.As,S.t NUFA=RED BY{TW SUILDEX,INC. (ci.Th S.P.EI'.WILL,BE,CONSIDFFQa"B.#!Nps..'D IF ALTERED OT ANY MEA;{8;. fl.l)NYtSiU 1 ELrtrEDK'eNT OF 5/76":TARCON XL ANCHORS,INTO THE GROUT FEED cEm CStt:CRi TE BLOW (j) SITE:CPECtFIC Pe LJECTS rNALF_BE PP PARED SY A FLORIDA R GISTEFcD"U4&1#EAR'OR ARC}n:eCT Wi1CN.Y73L'8EGR15a 'THE ENGINEER OF T}k BRW,Be 2 1/4', .<..COAO(E.tl R))FOR:f(I`PkaIC:T)WD W"W,V;C..B_RESP +'S ut F'CTi HE PG;q:P&R U5E QF THE F.C.O.ER,". CER QF RECORD,ACTING AS F1li fk`•D�1+hirTT 1NTC'STUCCO&LULL 5E CONStDERED A$PAPT OF 7NC REQU'Rr21 EV!B£DA!E}TT. A.DEL`cOATEO E}iCtict^n-0, 1E,,3:.8 EhCt!LeR,, t11,`�SL'BtF(T 1O?HLS L9T1ESc.:ji4F 51ir aPt�IFc4,CPA FOR FOR S€:",t''. e2)Mtvi&m EDGE DISTANCE'(E,D.)CF'8/16'f TAFCON XL 94CNOR3 I11€0 GROUT FILLED CELL LCt4CRE4E .) �r: Ar ir't Ri� . - 8LO3t SRALL BE 4 �E DISTANCE 45 BEND AI FINISH MATmiA fe 'Td S..._D.' HAW' A NC.UAT£,A 1B tl rofi 4L Sc d f�D�a UNADa E fsF TFtE PT U'ESSRt 1A •Ei�f4 TR Cs . RECLitG TtjAT PRR?Ai:£U ST.' .. .. .. .. Bo)-1 CASE THAV PRECAST STffi4E, PRECfi5T CONCRETE OR BRICK PANES.VENEER OR PAV'£RS BE FOUND ON. -.THE E)aSTWG WALL.OR FLOOR ANC?fGRS SKALL,BE LOT:ENOUGH TO RrAC1i THE MAII STRUCTURE BEHiNO 5,PRCO'^T t::ANUF,A:.^TURE4'5.LAn1 c: rc t{n�tFED£N A fi£Z.D1t.t V Ei . (#.AT'.Qtd AT fRaO%:1C 3'1N ACCCFtem YTtiFF SECTION 1709.3.3 OF SUCH PANELS. rueAD„8U:0i?.r OD ,ONE,. c1.S4,NLL Oz;tACEB FOR EV IfY OptteaG� L,1JF'...11it'TO'CO1dPLY`!i?re+$FL'TtO l:^{7ii99�7 CF-:_ILiE FLOMDA BUILDING CODE, p (^) R FD.;51LN0 WOOD f?AtlE r-'SJI'Jr I.'JC:SLRUC[Fihit-F(n-5'0!7}i (G-0.76),CAWp.A&-FIR-SOUTH(6=0.48)O8 ` 5007H RN PINE J2 W/C o 0.55 MIN. \A�Vty FA. T1Jrr,f��014FNL rEiZ4ttt5 hi�lE STRTE Of."�:RD2'414.._. fi�tkZlOh�$UiLDC14G.Ct7D::.�Yatr Sigh 4alacity Hurricane 29nc) XI ANCHORS.AS}4A UFACTURtD SY irW B17LsEx.V.C. ,.• "1 {: 9 ^^S..D Ic.TEw L ��t�.a.yr F v6r,.r t `�' .,^-.• Sd,.ffi"k',.$e - Y.P. C.1j t L. ::'D`dEttT it�APCCii XL.�*iC§4ORS,4?iTU THE 1tlt.'Ov°7'JA1E I{•1'1 SHALE t�E'2 1/4'Pifi!'Sit.AL Cr 1 S i p' •.'. .��. , Fi ,,} q tCFifa1- lullLt'3"3S3STi_ {{ 68/6/1v14 f 11iR u1DE0 PTSV ilr,00N. Sy.i _ _R �- /Yr,.`C4 .'.,,•3 ice $ DATE T e 1h�utK O F 6ED§d&;,. g c q $ C.-;1.'HECkE.'aT!}iTO F:3:1..N Mt.:cRiAt SPA-1 Bc ?iieDcHc'0.5 PART ty*; y.'4e Ymd Y�jC� i I o E�tL 6 GNCNtTEA ne 4 a.�AT,y . :£lG ERT SHUTTER SEfh ICES'INC. T C:lJ 4 s.'tuu EDGE t)wt-NICE(E.D.)OF 7AP-;ON ANCHORS.INTO WOOD SI§ LL DE_ T/4':COCS DWARC£tS i, - szss".[.sxa sa sn"+� c.*^' ntcar 558 i. w*,1NOM C7JVL 20-064 CND ANY FINISH MATERX. pt� €' ? +..,er rt 1NJ cc' 1 ^+7 ,� •c ^' ." xe FT 51' UCg'c T7. 634 DPA'A1 G ka y e Gas euc sa _ <e 7.Ga faxo.tml trr•,..f,,,-,,,W-r<mG: . G.S)'N 4,ASE'i HAT PPiCASf 57Dit,PRECAST CONGRETE OR BMCi{Pttee:i.S.VENEER OR p4mRa ZE FUfA1J ON �.t` �'�(Y�h1( � THE•rX:STINO WALL OR BOOR,ANCNCR-a SHA-1 BE LONG ERCLIV TO REACH THE WJ:4 STRUCTURE EL-11NO �` � -"'^ tuLTcz A,. Y. C SHUT 1 OF 26 WtCH,PANELS., Sy LF Jr„} .>pTURFJOAje Rr PA 4,1q, u1t7 - r m aae >n (• mmr w. a V4 PiS #S 8 sarnm M. C�� °. - a C•; ha t - {,�� i :s ,.ea - w s '¢.LA a rat f ,°.,y.a.--- ..s.� y r a»�,!,•i da mwa> °..Je'+ . € �� r f ryt5l� � :i4.1�tfi ?ittetl'.'1TsGtuw _ SGttttdtSit.I- <- ' >x•, ,1._� � �, i °t ( � 2 t '� orruti,r: � (_ in�'lttir St? ,. se�ss�:�,^.c:.,�.2 r r 7 Y tl t 1L >' ff tEila. rc s tamrtata �*' n._ _� - r ^xs • .N f3»� --:Yf c.x•Ed r=,a ,^t z ;f�'"' �i CC �:[.ss6 :: Is @ ..// ! i - t) E^ a 9 f ma's r !( t t<' G€ a esy-P.. to -.X 4 -• 'i±i3 r .:ir.f?re, t' _ ^a.. j Cx�I.,:tFs`5:3;a: 4 . iF 4 �� n �yF- �s df F'u�0"sT.0 � E I� JP.: "�-...._'._�_•` :;(5Tz �r: ;.•ax I Cry'.) { )r?i- -P:• ._.,^§-. 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" � p� _.....,. ...".... k � +i,$u,s I OF— asp. �...v- Lwc :, UFOT S4ICi1TE'� CEh't�iCE { ii — !�1 :y a s t4 n rrrr+tt' cwtoa s- c t";OM°'•ti 4 Y'va �1 e `4 t: N fi d2r AY J'1y h u.; t li J]li1 &v PONEN a 4�`a : f l lisp. �F) a v�v asc s_iz e s t u a n xi a l caaw T TL' . . '^.'. F's^Y;R 1'• *C, „sflJ..a.•y1iFF .r s.r,It' ...rya ca r wY t ......_._,i� .5r:8 Y r Y t "' ftr��fit�iltN3s5 � . • _. _ . _ - _. i ♦ ,oR4' y ,. 14 14 /''f /t2 n '��:t��.°✓i`s:: �' �:r��f..# adz±^� .+� .�i � J ��.r� ,/�./r �t •q 1 6 � I r tail SIDEeNo cap '� /` // ✓-'r -' 33. °�:?:?SWO(E ACK&TOR).040 TN€K [ g( ��';r!'-'`.-�%'i' -!'✓'' //%%'P to �'...� �y`t''�-.rs ?y£} {E 9� [€ ¢� - 3 W._?',.f'.0G,—'Ft=;Q &BOTFM).fMGTHlGK ( - L a ./ "'�' ✓ �/`�? !/� 1�~ utl! P i t i ti '��wwc!RiNGa(-R/y/t-7r f „= �• t-,i '"L V+i t t..L:SZIILII-'.�.�.1 5 SPRI NG AtS,SOMBLY 5 n�d'`T t ''1`FtC:G}f1r�L AX!L i °SOE IRAIQUA,IM SECTIOi4) 3 S)DE RAIL(CsYR SECTiGN) S" AI.1e`MI$!I AM STARTER SLAT i �0 RLtjmiwl41..ugs—1-10 ill.. r'liLfJt{iVL ,11PrxSESLAT T111at1iA!'MJTr:.iR . �»' w 13 AICrKE1' { ( f TOR9MC o �r ��n r r i 4 a rtih S,q £'N40 OR BRACK1~i',$FJ:TS �s ��• '!-� ;5 ft'�t�' (BACK L�TOP)FASTENERS. °` t ' '✓`r" /'�� '� :-''�1 ''�/ !F� Sl� }L(tfi-AIN tr,FCTiC3�J�PA Ili"E e i ieJ G! `G(r RC41 BOTTOM)PA53TENEEIR�S't. 18 END RETENTION ASSENOLY 19 OGTRGORALAM i FASTFJERS 20 xINIM,,OCI 4GONALF:3RIVE-Crtv`th N � ✓ 7_ 1 2i Ct)PdLWI:`.TOR SLEEVE :"w``4 .✓ , r �' ' r �s IL2 - GEAR-PLASTIC OR�h(Y+'tAC. SING .d 23 •'J•i'l!'ckSA WITH UFRi1tiE SH4cl". 24 E70Auv1 Oi.TfAC3ONA1IDLER:Ei40' t ...+ ✓�.' .--,/ / "� 25 IDLER BRACKETVvat485ARING 3 c1 ' C �1 ASE �aL:,. E1PC3f�Et�# " vUftM Cdrj:(ND l,111gh'Velocity Harricapa Uiij :� 1 U.P. eL ooli e> hn trr rp ee,•a/^-exa X4 M SHUTTER EAVI`ES INC. ur Sr.q � ,__._.�.....� C ✓ $C• �S a,ENQlwClRJl C�'up L 1 - BPS ,3,, ♦ x p sn a >.x _ I'M k , ..Pa+�a , 20-064 { {� ff 1 ,,.6•' .:✓' !' -rx-i^Wb' v r <.♦,�e'tiL I a6 7 cum,m. any e 1 1 hq.'tM1<trLatl LQr++ i+Nh (try >4 3 F (>]3�.5l i-Li9G 4+idklN�Na 1 ;''�`+,.: '�'�'., £iTA1.LLF� �r` r G DCa=Rt� i�....�nz.�ce.. ,y.,;w :wc•.»rnw —1-w° i - y�.�.; rLU�SD 1 � /td,;.:�u�L•/cs,�'� .. >�.u�>�.i<.,ax t.""..� _..>i.. d..,u '�--�1�'Ts�r a aan s � BOX Y/6 & Y/7 -BOX V/9 m KNATYP3t �¢V/S ®RM Y/6 tt Y/7 1 .END CAP ,.li ` ! —END CAP €ENO CAP---- END ' __ r � ,,. 1t� Etyu CAP I 1j 113 LATS 5!!ATst I S - i SI1.T'a I SLATS C �� ___ k 0'/8 I — � �— __._ `� 0/9 ( — -- _ Typ. Ec. ENO) �.n,t # -••--i END) ! fff(( yP r IF �q SLATS ?JF /t d ,z, s°/;F ✓i..—ii �—r'.•o�i•. :-_J__ rr�I-T'iY�i/'ff& 4 ��/�x. '✓y y/, Situ 6A bCIN?" r7�: Yj YpI. /v Y/7 B agj9-.-L'U.L..D w,Em 15 h i7,. 12, ~ ed.< i wv ? K j ..• _ (`f.E S61ES1,ILfS GPI SNIT 15 N'T tCR CE�EE4+7 h ttc�iL kitiftk'. s 1rf3)— $;t'L�i tle BT A'IOi! UJ/ is R AA#�$ `i r y _ NOTE SET e#L 1 '= 3 3 FO4 OtdPO!'ct PIGL1 i<CLAP F c. N.U. t f .��•5. si1(un€R.Hec'•i FOUAL 04 Lk"-TOV4 1t'-0''Rf=;r^t.4AP,lr'"TO ItZSF:,1 15IS W/0 .. Wri4'1 WITS;W/S:67fiA4 C':d5 GF._w1`mu Luf 63 ks&)ti7i:lJr;ris W/t€Elf:Ef!�"OP In} uol2 ltt SH..LL .AR,li/pt 5LA'TS/T WC FGLLCh 6'Erf�.. 0.3...... ntrW+�T'm,."-i -vi"YtAY t3v"Wti.F.'�.Ch SAT 0-cwu' ccf'g5r-&mtd"FFY' Sy SLATS.OF JW,.St T fe J¢mm IAFSI ftCY'B+Tr„�3 EELWJ R7 wrT L cr , as tniiLM L+•atrL TGF.t.SFUT FR ri'T'-'KT':5 CfiMc[,E'tE0.•Llkbr'S1Y OF F-4iA3,'FAA UgS€12•_ - iJ fa:EU E?i'CRy 9 A4�LAT. iEl.BZSRS:S7.,Shy�lJlt'S nx hGYJAfri 7NaT.ALL01 . °:� i Si1lf'EY f+C'fi r7 WG F TVTaes I V-0' kPPUCAE E 1. 4 r,tJAUATP-t:W10$7'tlti±a WAS AKC>✓ it .a s17>atesk+ �? 1= 4 LFti EP in fe '-t , }ttt { yrs, P9PICA svu",F ;:s, i f n M41i 4elaei.•Mrrkcn.,Zoo« t L'Cr`� aLl 5 t k/ # - Ar rs>r map, y i 7c JFJTP.,h:.:. Ft�y � ��i TF ma Ric. w.�•a ;mm;Sr, 'i 41 �. t L� F^"�z'1 � a,,. urr�i'tnxtl E tX fil 5 a sea.L rs£ � ,�-'G;•,,,,,,,� '. �'""' � � 8' a ��+,c •t # ,+'yl`Osr3cFFu;gS&tztd�.t3i>�f-7» 4 aE/=a/xo� 3. _ IIA € G ;5 fF rt L a u r r x x+o r fi a .r.. ,xs ati AAl ff f'. d 3r t�sc. _ SHIM SERVICES YICcS IhC. oz .tA4tST[.c liyEt sr•C.II q+i.".• Twt tQ,A4.Se;tiFt.r, NC_!•is i s V.+i�r I h - ( EXPERT w r ttW T ti G 3 CKG'NEEF NO COMPANY fi n :,; rf t s;.+' -Aed' brr x r u ra n mlea 4h 1 Y 77HWE.DWE l fi. 1 n..TtG.ii.ei:Xe1 ut15. E, Al+tkS"S eta<.t;Cz„- 2 ys .^-m==:G+aeS s»n txs ,-1::, 20-061 J F t:DA'+ r C _W�—•, "" t!tkaC i m LA7 St LUge F=a3 ui 19 R"f,f7a'�SAQ Trt sf66 TCY.{by Cf Yi3• DRAWING k9 Ur Jr.P.E. ; pc FZQ41ltir �;4<`,;SEe TsiM:�.Irtz AAi! r,.. z L_.t dhs saes< OF za ...r, _ ,,;aVlifpV y SSSSIN� .. , 11 �. ON SeEEM z }SPA Ne 'j tV ?ji 0 GF W-2/17 OR �o oso f�or, t w-3� 6arkw aM c OR r Ot- or V..— / / G�Oe''u Of s',>,: �°�—� 12 OR W-4/13 ;•SOX {s-p cCH"DULF.ON SHEET 2z) :�;••,... {SEF sC41EDL,.E f` V,19 �(,YP:) tON _ / {::.�.,it /r � la 3r ,(.:?/ /�f /s 1 -3,y .rri __, r'r,r E✓/ !" x,�: F'.:'rt'd�i. 4EE'kr 24,�5 6 f,. 4 END CAP—— PtC tot' i f .M --Bv X �� -I �.� ---:•--� (� � it t� It, SLATS I e StATS I _` '�' s. _ stag 1 1 _IAA v SL S! .Tc S, eL = _E I ere su,TS 7 C, i o r A\ 1 .tr. ,. 7 =is f `e ,. '7 W L. i• .. 14 —." E SLATS s. �.'^.' � R/8 Or - i Gr 1 a L f V --{ 4�{" - R3' 4 �J +i ...:'. .__.. E¢ IT+^..^--•_---^__ P } � _ 3 k-• ._-.,..,-_�kst �/ I�E!'p'/�. $LEnx Or ..�..- .. .1 i,k A i I;t -� (Typ. -0. E,_j R,/$ i:t __-_.� .. j! d (Typ. Ea. END) R/g:_ SSTs i 1�1r8 R/8 — I!I r SLATS or or or R fi - i ?_ SL t € ttSLATS tR� E W—t 0(A vj_- 113P, 4' M+Ls- tLtw W. sPA,.en / 7�/ � • s�,. r � '� ;W 9 J1 G ca t" '�/11 GP V isEr s E T 1z) - � j!:-3/o'r oR�.-4Jt3 P tTy�i EV 3/t2 OR�Y--./t3 � �/� {,yp.j I Max. SLAT SPAN Max SLll SVAW Mu,,, S(A?SPAN MS<. 4LA Max. SI..Ai sc;.eUuui,ON (SEE l fAALES OIL y Ni :SEA scf-,m i n ;tiF_F H teS ou {s`FE _ (StE St:P.EDULES iJN C r �LCf 15) SHEm. it t T8) -MEET 15) 53tE t ' SHE us 15 C` om 151 0,ISECUTIVE SINGLE � T_ tg/ a� UL�2d• E`(�— 3 R / fviu:.,,_!rzJ Ar .�V/ NOTE: SEE SHEETS 2 & 3 FOR ut'itF•?c3Nc(iT� N067ENC[ATURE. N(nz,- SEE S;•fj Eus 2 & 3 FOR COMPiJNEt4T.s NOMEIX0_6,T 1RE, tTTs PF.CIGE1)URE FOR SLAT 1kinaUEJON (ttYEN d 5Hv;TfE$ HEtGiiT: rv.T.s. CASE 1: SM^ER HEmT EQUAL oR LESS iwN w4 ,l:1vL t(F mstAUATICNS W/0 5iomm BARS,W/SEL'R61 BARS OR VI/STORM BARS ie Ri`JL lON Jr/ UP TO Tr-G" t (D)CURTAIN SHALL START W/11 SLAT--AT TOP, F1OLL0WM'8Y'f,.'(3;" ..IME`REAF'FER ALL THE WAY' € t CMW..,E 14.SLAT If SHALL COtFSi51 OF FIVE(5)SL` s oe.;F41_,'3tAi NUMSEP..PROCEDURE FOR ! ALD:NG SCATS DORY.WA.RD BELOW»t SiAT ALL! C07?TIl+iiE T}L'TMAL SHUTTER HnaH_r 13 COUPLE'S EIGHTT;r Or"eLt7AL SLAT NUlABER 1NSTAJ;i,g".�+cT'fa'L"e.B9P+1P,t SlA7(�f;AY VARi\YiTH _......�. w-�- -.+~`,...._... ` SHUT'ER'S HEIGHT. R,ORMA TIIIILMN 1WE (Non trp VelacRy Hurticenr zany). M @niT(1m SLAT®jiJ'r Px.A!WAYS fVyThlLfp nT inr:(.ER'NAN 1•'-v'AP . ., n }.e" ,S:s SH'.T'EP. HE+" .!C;^.BL ,:.IA,':O'1`tla.'.^Rtd BA a E' t - S ..„} Ey .J.&m..�..'�s.,eu .........,eer' e .nn,r•NrY'/�Ft=tr-HTr L�R^ER?F.S^11, ..a. 4 `at•`6 F .- _ ` .GF ."t a.x-sL_a':c-`,y/, S�,_Ai-a 3. 3k r ..T,..,^.�1Ea.;,:? �H�:r„Y� , i;ifit5 :., tF3G- kets� .4i4*ar ,..g DOWN.EACH SLAT SHALL�.GNS":�T e,F FiLe(5)�,TLAT P"`r;&i 5LA1-N41k8*1t. PROCi,UJRE=:��,,.. ., .?" .,. r' in'i[,+r to tN,'�cFi�, ea'uaAKY J�!'� �t k.{l �, �Pi'r _ �. AnOWS SLATS IYYR..LVtD SLOW it SAT SHALL DEG 511`ttf tIN- r f0 SLAT IS tt.STA'.I EO AF'++ � v f .mom r w. ..s.�s.; c.�s a r_.•.,<a! 6(,s:q a trLY;E vuvr 10 9.A.F IS INSTALi._B..w"1I;,"NAI 1n SLATS)AS as5E0,n CL'UPIE`c-111E TUTAL S;T r r a ,3 m+v�' s •o. Via,,�, �G-G6a r r' ,�°' P 1tY' f WL.,FL Di9at 6 E to t T C`r l n.«r .. HEIGHT. ' _ :.' �r�niLrttS,.p.p, a—nTprutc. + -cc.x.-sca wee (b)BO;T04 SLaT@MUST BE ALWAYS IN>TALL�'D._�ryy�..�,^�,�v ��sS•r4P - �j�L�E,St.,LJ.9a;1tA7+ti:lutlt'£-�� r' �a U: 9 HIL7.f_ F- �._t:•:+__"- 3^i.'-} ,-- s�tT s e:i 7_ t _. . . �Virpy!rrfsiii�ltttl`t� _ �._ 5/16 D'T7.PCONS%L W/ - POURED,- 5/16.6 TAPOONS)tL WJ 2 1/4'Mir. OR t/4 Rx3/4'11W BJri:DE%TEK 5CR4W5 CANCPETCI EMFsE011EiiT 3 O.D.xD O60"G&V. ALIRb'�U4 lu �`" 2 1/4'IAin.EMBEDMENT RE00 (:. '7EZIL MASHER C.24'o,c, S Yl/i D-O.x0.060 CAlV0.Vl29 STEEL k 1 O.D.x0.060'GALV, ) •/I «, ) ' i'' }, wASHER 9 24'0- STEEL WASHER 24"o,c ! ✓� - / tr✓ f a s,+r� //./�d� i v% Js' 5/1/4'TAPCO€5%l W E r 4.._-�__._..�.-._..�.. r ✓. :.. ,,ff",.. ./. 2 1/i'Mir. EIaSEOI£Y" _C q . ✓. ,,..."�,,''"` 6_S,L. POu?,ED CON'€.F`1f., FOUP.ED CONCRETE L _ x OR 3ROUl OR.GROUT FILLED / " F yr I CCTiE-fr 8€' i o CONCRETE BLOCK Yf.L'k P CL.,.,.i:. t € i WALL RECUIREO. i' if ; 7- EDG'OF EDGE GE _s EXPSTw' EX€STIN' v '� GLASS �` ✓� # fi GLASS—�"�[ L' € (BEYOND) i (6EYOMD) r, rr �� ,.^ i ; I. ✓ q�.. StL{t fs}µµ ; 2 SEE ANCHOR imu s CN SCk{EUULES O1i-- _ 'Fi+. >d'y S'�ASCHO - P _ -i i ShEES 16. 17 ''rEE1S i6, 17 7 'i i1 'SC4EDULES 04 -� S e` sv °•.J a'1 & 18If 4444 r tc�,, €;R,.,f x^� & 1p f 4 \R �� J, ✓ '1A, Sy Mln. SEPARATION ri® w S Min. SEPnAP'.ATPOR 'C} ra�. SEFARAT:IN £ �{ i TD C:1 ASS 1.7 e �' 'IO GlySS tP t �G TO OLAus �'{ j-.: (SEE scL�caiL� �i 0(iII{t)R I} s ^Fli ttoit vW tt W (SE SCH:DJLF.S P ON s rrFr ts) �x:�y G z SItEET 15}" Du s<Er 15} r o 2 4 Ln L 7'+.. 11ii cR CROUT>"� P it t I t C NCRM E'Lo q € p POURED Ov REIE p " r GPL4TE.T OEM 4za Pit - R s.- -adze.s oeg M1PI.[.F,Ou.RcO- i fii tF tl fER' J OPEN!C z F' to _... I(P )�a ^"' - ;,. 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' � Er.. .»--EC a3Yr= raG% x -!. 4r �3 �t•.., ?3+rt of.i c 7.`t r• t�e3 ,j ... �:.....__........� T'>xrz ns"L'a�Tt}ra,�;.(.,uti{C a 3i• IFt ..., c b A t &. r'O:IR�' CONCRE*E { vs FCSCT '7 EYPr 5.3.! r F f3� i(V -o)..vz, jWlck4A`/ e. E ..tFar vtd Pt 'fo r e arr. MH CK Rnot. ,1Ta FD c9�tE ilk I_f'A, i t rcLe�t tv t( t} t % ,E,3 f ltl.ii�ht f1if �QV gttiR ,,!I3Eli't fa�lf1! .. �. , . ,• ,� .' �I as tI .._ t.TEJ t+1tE SECTIONS,IGPS X3-X3 lrVt' 2�t TO" ., :r�R(2) 3,14's,Ki&.K 50?,T Z EXPFYSIO`! ki" m,.�_D .• 1fi^. E.G:----—ANCHORS Q INTth:7R N:IL:JCN(..� _ _ (OR EN'ATION{2). SIL�I, Rk!' ,u k,`D NOT Oad a BOX w i1 rOR.I Min 'G r t "G•i (I) 3f.a Kr`1 BOLT E x� tNISI A__ G�APitY _.._.___._...` _. a ;ray t 1 6 n Ca r ( t 1(f<<<Pr a,npm r:•t f,.a- r E Ru^e�h'V Pj 8•r.tc n 7a e- +I Jv "av,x> n ,......,-...., ..,.. � �€ � p ri. t p WrOk $4O C-U1 m !€ ne 1 Fl,€v,(04_ 1%v t. _ Y f<z.t+cs S€tr Stasz q°%crrr € !E _ �. SECTiON iT x- F t fg., }} ,,•,.g ✓ n t3.a e _r .ax! f.A a lrllx-lil P"'r`r I La-Jil i1. "'-c�• l`t i('i P i i EN-,)6 [fti "' `"St,"?pp.:a�y f�it Yj pp !"a w. °Att�� lrx��I!;gg1 " Sat �Ci ��•, t v �r � a - Y ai s a«:.stiB ! �r.L��iSr {i� s.t�atieU4�EJei INS a 7t�1 rE. J� x' ;i4y, ax $y�� ' F `-_•' .,,...«—._.._.....�„..._-.__-_• ✓It 4I.(15 t `.S.0 ...,..._ g IS f S� i � :,_1.. �t✓ 6('n ., �:C 'S f Jt'7 st'�faFart.• awai.a. d t _.,i un '& 'Nk£i'IZ Cc.°G � .. t x i f s t/SEE h!J1D 5Y S©E01[;LC LP}FOR INSTALLATION CASES Is & L I'-"(SEE SCF:EGULE'�;;• i" PAN (SEE SCHEDULE qTt}'I TRAPPED 1+f0UNht .NS COVERED .. EDGE OF SLP.B -(.c.,...'S t`E'T EDGs'OF SL'2 ON S-IEE7 2,ri. y S F MfJCGBLE i I 1 P a"a7Ck E. (LIMITED t,OAD, MIJIIION SPACING AND SPAN INSTALLATION): � f, zt: '�� . ,�• / ^Wit•� IISTiUlAT1CJ C"..,. . - RESIDENTIAL A.I.D COl1F+4ERClA APPLICATIONS a {{ WITH t60 B p S.f. MAXIMUM A.S.D. DESIGN POURED C9tv[FFEtE !6Gfii-764 atu.ov) �PESSUR c RATING, IX` 0" MAXIMUM MULLION ACING. :k--i gym.}: tarn.lawil.t EA. SIDE " SEE SCHEDULE 1 FOR AdDITiONAL SPECS. I I ' SEE SCHEDULE$1. C:/ (2} 1/2 G THRU 3. A I ao Ts to �uwoN _ CAS 1st RESIDENiNAL AND COMMERCIAL APPLICATION I: ?---- -- -1 Lf,/ #60.8 s;.f. MAXIMUM A.S.D. DESIGN .Fvr a. j I 1 2 PRESSURE RATING; 8-O" MAXIMUM MULLION GLASS I !I SPACING. 'c. _ >° i °SS ,��•-- _-' f `"� 1 t%a' ( SEE SCHEDULE #1 FOR ADDITIONAL SPECS. -._ (hr"Thi<.ATEON CASE I/ - COMMERCIAL APPLICATION FOR t100.0 p.3.f_ I { ,._......__._.. MAXIMUM A.S.D. DESIGN PRESSURE RATING, j F EKFfRIOR (a),Aw'Hces —" 8'-0" MAXIMUM MULLION SPACING. SEE GW (SEE SCHEDULE gl) �SCFfECULE &_ l FOR, ADD ON _.__._.' ?LTERN4TN E EC : I IOd X3 Xz Wl 6§1 ... i3OR ,TA'PON � 2 I SCHEDULE 01 (2"Y7" INTERIOR MULLION ON!Y} E - — 'ra'� FNSTAL:ATION I ��Xp SS k `AlCHOR TYPE&SIRE U((N. ANCHOR b15fAHCE EDGE CASES REQ D (lYP TC?&BOTTOM) EM3ED6FEPi; i ANCHOR SIDE P-41L(D>AND BOX NOT SHOWN! I $� ,iLp v HI.�S H FOR CEhS2FTY. ._i � ',� Ilk P g .F I .zjh c P+Yti:i1 FA`b'7 FJiF'_. 'I'� ( tr 112, 1500 X.3 c TrP TCP,rrlf"'0w h I�(TJP t P N!) 1:011G1ZP n eNC�Vi1R- Tyr^` s 5 5/2` POURED C.^C^a JF � �' �Ct. T7. / .1 I E P f •J fTQ` f t 3 SEE 5CFED�3 VLE t"#t _ �... ...— ,._. ... � - EI7_6f.Gi:SVB'= i j Li Jl, EDGE_OF SEA-- ! 'ePPiJCR1?LEI -- f ]IF APPLICABLE . I Mir.. E.DOUi tdin. WL ".-(<�SCH[bULf #i} �(5Ec SC (xi1HE F FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS Sf[ SECTION W-3 e .✓/e5 i(lidf tt:r-,�,.�_....-,..,:..-=-._..-e,,..�..,...,.,�_.«..�r_L-...-.......��_�-.-.�: FF.C�t��.'.?'in.C9Y'�i (Kam IE':71e.Ye!ocity Sw�r'ccne Zrna}� --.�.. r 1.- � -• ,_ ..;, 1� 2�;, � •t�� e .g:tt� id�_n a J._sczo J� I.:Tr.- L+'$'E?C.,D*•{'In,(,N1h1 D{ t t� F"•'}j1 IS A I�t jON /� }� r. �$�-4 .��-l•4..f'. F"' _ {r, f� _ (yam [• _} :.1 .Vtr }. I,S.%:T If�F[�Ii ;J[k!� LION iN if•'1L�f1�1s,:t4 lt. li4l }ti '� Jp,..• •• P E irr.r ..tt A.z.Nf Yf..i1iI.2wV( �.�4�a�3 .Jf'4y- I-R e�9C�:!fCES INC. I 'p h r P ( 1 M E n ( 1 L7 1 u" 014 n I'' +U•r. Tk> sl 2.0-0134 F,�r'Ml..:f.� It�A flv��7 �.LOAD I� li,�I!S.�tv�t�u vt_li.;u SrA�1�#��F c l F�1 F�3r=cS i „�> _'= t W F 'ft Alu E. 1;'n"° 1, r• L it 1 ~..::_: 4"1�.,.d n L-,. :.yT .a.___:nrT-j-» -..;�;^ri- --t. ,DIN+.'....._...._ ✓n' f!'ITL(' L 26 -" 6F Ji, 7 ,.e,,.s,.r,-`?.�{..�,_f f --'-^.,°",•y._ �'I:A^' C..+ee--r_..—_ram:. rv...+u..r•a;ex: mxmvp.°=..ww.r^�,.x..-.cvs—..ram•.-.u...,.�nvemrEl.a.�6 - `a'i�a.-wm+'.w�w.•'+uw.wm.+nl+.n• .. . EDGE.IF APPLICABLE—, _. 2 siiJillpM 0€PSEI,y.a Cont. .. .. .. .. . ,..,y� �; "AWKI T(JLxc'T,(T¢ft&BojT m)W/ 1/4.0x3/4'IiW F}UtEDEX TEK SCRc^h5' . §5J16 O'7T ONS,L W/ 2 1T/4' :+�'ty/_T"O.D.tQ.QEO"CA1YAsn2E0 STEEL 2 1/6' �4 tfri„,."E{tiLrcCML•1'1T Q 24'cx. .,� WASHER O 24"o.c. 7 3/4' Min. E 0 j MIN. EA, 1 , d f + s ac _ ..� EDGE IF APPLICABLE- _..... 7 3/4 Mtrt E.O. / "T {� CCP!iNL'GZ'S POURED t. ? 4 i CONCRETE(fc=x_W Mo.).�•` t �'' ,-'--1. ,1 --jY---` 8'6Cn.THICK REQ'O. fi POURED CONCRETE � - . {f'E .= 3 ksi Min.):,..iVD CA 8., }Ain. TRICK REQ D. .:....,..�E } <" £CIr'FIQR! 7 3,/4" NO WE9-- 3 _.._.. ...._ fain. D. FY7 EO::•T i `_�' F W i 2 4. (TYP. TOP�EOTTOrf ? } i 31 ,, 7 3j4' Min. E.O. \ ` g _ ALLOY) n C hlirt !![([ PJ:m,ANGLE ASIDE u ,I I FL`<'(VALL MC)UNTED SHOIAIN, MAY Or - ...:..---——r—;,•i 1 GVSS �j >r Iwt,5UIT45i•AE1Ev (itM"rED MOL;Ni6l1 EDGE IF APPLICABLE-/ aT II t# i pC, SECTION Q'-0' ON StEEf a') Er- X4 X4 WI IG Di t p u END & INTERIOR P4ULLkjJN.,t a M'n. E D — - —� t t/2"x T t:?'x 3.Ofi2'rn`f, ALt)Aa SIJE i2 t �DJ.NCt S;Q`n"N FOri CihRYfl i ,j4. :.__,._.__.._. � ANGLE W/''/r I?'r,.3J4' Irw SUIW"`E•r;, _ ,........5 1p4. E.D. T — TEK SCRDYS !�D 24" o.c, TO TUBE_ j• CONi1NUCl1S POt,rtED--- CONCRETE(fc=S kv Ian.) � ( �' � 70 • 8" Win.THCK REO'D. \ ! 7' 1 \� P t E X4 - �.� —1 -- � y i €. X4 (ttP.TIE/@AF..taJ "s , 1/2" i 1 !. :I_...r.....__:. 7 3/4" , FAIN, E.D `«.4"x4"x3/8"xO'-t Q`(6Q61-T6 ALLOY)AWm At�F LE �{g(g)f{rjJ) i i•Ef' O EA. SIDE W/(2) 3/4v" THtU 60LIS TO MUL11c. l'"" �..t j 4y c . (21 "!4• xwx M'_T ryPbkn,,,. �li.c' •' '�C' /"va�!• -- --•••- — - 1Lt7. 5t??x�N,C?C?E o•5 Yt;R•.Vj!c ttj Errticcrc Zara}. Me.1.A:-ti. ,C OL,%:EG nS , EDGE �F rv?lIC !E 'hN^.L� (1 rP. IC ,,,,? c :€O'.i) adab�+6rt u` L g F?OtltiClrt;s D+tnoc v 1�7U, yx M s _ t fvfi Rt ul-rc ti Qt1N g l* I Ft.+TI a .{—t R" /-. S•+'•L• "M9r tY T •t'� 41 flOs.t ZR a I T' t:�n =car 1•^.{ri1 'r I I Fie i T j 1 il :4 4 (" '`.• '` i ., .ava> eaux,.te.i ! n (nc?e rry. Is T a .st-xa aun—,4. _N .!t.s_RIOR M LL NQU!N}.�>w.MULLION !NST L.LUIOi, '- .__ ..._ _ i .,.—...__.__._ _....•..-.J..,.......,.... i tt .. § { — t F�'t i T1__ t�` 1, ja `-(,.��'`` ', Ssr/��.rhAt JN jOr,TC. H'J^4=' sxrer to oIt oze T .. .. ., EDGE IF APPUCABiE1 EDGE IF APPUCABLE"� 2.'xAlU.1t0+1 lSFTMK1/II°Coot. t AcuM YtfsE(ce'/ B s1T4M) vv/ r/.y*a,/4*fig SM=i IM4 SMcM 't""'"."""4 Si•&tf TPfiC✓;v'S><! /f�'2 1/?' FW 1'0D.r0.C�n1'CAL.,,N n VEFI. t 4 E BEDVEiNT 0 2. o c. / 7 i JT y, :�'' WASHER t-t 24'e.c. R a.E.G.E4 3/8"fA 1IM N E.O. .._ r�'.�" ......� _.-_....._.-...... r. �-_. t� •1 OC°Nt1?e`Tc l'e=3 Im F��.)...___ _-.<.,. .� '�`"'��"��i T" a 1 ! t g"f4n TIAKKNCSS LL y J f DCMM E �-• _.7 1/4'.__._ :._.END CAP 4 3/II'M,n. E.U. ur CONTINUOUS POIURM f J { z CONCRETE(f'c=3 W Min) 0 8 t�Gn. TFtIC}tN=S t { � EDGE IF AoPIl,.A6t.E SECTION!X4—k44 WVJ94'4's�. q �I ITERI�R_..tU. .EIGiv�. 1 k _ _.�( f.-L n�asNTcD srovrts. �Iav Al' ORIENTATIfJS�,A-.�j W N i. k( .�. .BE ALSO INSTALLED MAPPED '7fI T N., t� ( -J NIGUNTEO PER SEnOM Q'-Q' a GtA55 '`t. tI u t { ON SHEET 8.} �..': SEE 1riAn#4l.UM Q3 fjNT!:RiGR) V;- l 'V0UkTE-b m1U:a fjafj SP4 - i 111 CG`T"nFG n1' SC iEUW 20 FOR INSTALLA-qor.Ck, Es't' d I j 11' t r SGU? 25 +i.)&f IED LOAD, MULLION SPAIMI%a AND ��g ii i�' � 'QS!/>3 J .SIzA(w i:d5fACLRTIflyj' j USE$ - RESMENTIAL AI4D COf04ERCIA t I Min. E D T Tf2 xt 1 f4"x4.U$2'ttCOK 1`l.0 t - t PLIOATIONS WTTH ED 8'p f 3 g' -.. -.. L m fPt E 4% 1/4"00/•k' tilt nU+LrX" ) rrMiMUM A.S.D. DESIGN PIRESSURC, I MIN E.D. s-»^- ,:_� T-.A SCREWS c 24" 0.c. TO FUYE,. � FnTING. 12'-0" MJ+Xmix-.fE.{. i 9 SPACING. VALID FCR C41NuEgi d [t ( CCNCRUE W/ H UI IN(' iiVS jJ Or- X$ POWER FASTENERS WEDI:E-SOLT pTT.TJT/BOT1^1; f/z" ; k fm Tw/tmrw} ANCHORS. I f . * y I tt, 41A1{ f.c- >; - COMMERCIAL APPLICAT O t i:�R _iLi7.0 1 �----�c� •� t -p.s f 1:/r�+ktl4ltJp/ h.S.0 DESIGN PRESSURE P,ATCt'tG 8 fl"' T x fdpq pksal f'AULUGV SPACING VALID FOR c6kI.*'TIm to- 4 S/B" Y.- ... 421..19 0 3t'f>3C fu..1.12 EX:xisiGid JS.,.kC0. MINN. E.D. * 2'k1.. ffieE131d;:T TO F4'JRED C"CRETC, g CONCRETE Wl Hk i iNC WWIIL BOLT TZ ANCHORS: � `�\`��..�,`�\ ,,'R�a\:4�1. IALi„{TYP."i?1t�ak 9DTTGbt}• f ...._.. ... .- . EDGE IF APPU.r5LE- '{tNWUS tzGLCTs D 11.SIDE rwi-( N'4t S400M FOR CLARITY �....r.M7�-TE(t' .1 Ys.l.1.) latll)i)�I, .. V11,TH T. RFO'D. s, "r'`... tl :, t k.: tN: C''ib Sala.y H01,;c lire z7ar:)7 t y,JiiLLNL�URl1ti'3b 11Ui>.kvCl �; �r ti ,,4"��:,�y tl P '}..$+ YOU.iY `�4.+'e:•• ._i�56IR I•./diw�l4"RE'1 F'%NAL.Z �` 2of,.tngshc=s ra'`^s^' c5/ate 2: _ _ q _ IP.rP '4T PIT'�EC .? t it• it I sk�T-1€ :� _ t ,'"'c- £=nt'.a 'xs ti:�'4: w �a�'Av it,. cscYCat!r.2. 'itI t't l,N»+T: h.` 1;v.. I.L;. i.."`._._._.�....-.... { piY D 1JCS4 �L lYIU C C: i]t Diu ti tv w iA �i7 ST s z rys 4 10-Qfi6 -7 'evW.,[yp�li_SV tY�Dpli-1]il I S{.P�FI U. j,.. _ .. 1:1. :rL�'� - vGIIi { :l0 ^R_ C f,r. I t�. 6!� -1 t t t c7 4 1 aY.•.,tln r n, r)fCAFFIL—T:r I ft4R!T,.f.1 S�'nl�t i•1;R��' L!'.�k-JYF�'i 31.L� y V�<i�!.0 6i-� i 5) {♦,'nt �v.: .r t s '' _.•_ — ._._.__.._ -' -' > r:-`� 7�r ti.r .. _ 'dY 7 d.1 3.P.0 Fc-- exrrz�D —,c 5Cd+F.. 1p-e r t' V"�rld!/4�1�1�i�4. \1��`�.PE rr-•L:.:rs Jr...f..11'C /nW.?:i l n an•g7 r1.: t h... v Y _ `' I /y MANDATORY . �C!-:.7i•ORS' PROC=`_EDUR_E FOR VEMF`` ING PRODUCT CODE COMPLIANCE RELATED TO fTS ii'�ISTALLATI�?iN �iPIJI':� !t�'�v II`vT O EXISTING OUREsD CONCRE;E OR GROUT �_'fLI_ED CELL CONCRETE BLOCK STRUCTURES STEP r,CSTAIN JCt3 S! A.S.D.DESIGN PRESSURE PAT,E NG ((( (p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4h.tr i�iLLLtOr.S ARE BUT VYIC STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.FAiNIio:Ukf SEPARATION 70 GLASS FOR SLATS IF MULLIONS ARE USED BUT'vVtO STORM BARS$HALL. STEP 2:ENTER TO CHARTS (la, lb a lb'j THRU IC ON SHEET IS TO DETERMINE,BASED ON AN ilT BE R!,SED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK I SLAT SLIP(FII),ANCHOR`P(PE T.SIDE P.AlLS;A.S.D.DESiCN PRESSURE RATING(p s.f.);THE OF SLATS 70 GLASS. I REQUIRED MAX SLAT SPAN"L"fi. 2 E(iTER SCH DIAES to THRU 2B ChN SHEETS 2A,25&26 Vl/A.S.D.DESIGN LOAD;MAXIMUM MULLION T-{[ Diiv:.�NG}YIFC'RE:.4TtON I5 PP,OV'IOEG;ST CI-IAP,TS I THRU IC•TO PROCEED:"J!TFI SPACING 1ndr;X..12'r 6'C:^,7').ht<'D OETERijINE f iiriUb5 fs�{L�''t LIQN SPAN(NFtGt{T}vJtPtLO.VkB1[ I PRODUCT INSTALLATION VERiF'!CATlON: INTER-11OLATtON I;l B[T WEN SPACINGS FOR A GR/E=N(;G,G�.i� &1@3),MULLION TYPE& t � MULLION ORIENTATION. o ENTER A.S.D.DESIGN PRESSURE RATING:.SEE STEP(1)ABOVE. 3.SEE St-IEETS 10,10A,i 1,11A.12.12A,13 a 13A FOR REQUIRED MULLION CONNECTION DETAILS AT FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR.TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP ED OR VY�LL MOUNTINGS Or MULLIONS INTO a FOLLOY%gNGDEFINIr`ION FOR'SLATSPAN SHALL BECONSIDERED: CONC'RETEFOR A'GIVEN MULLION TYPE'(J,tGy, ,T&�). L..%Xx THIS IS THE MLAXIMU:f ALLOWA.BLE SLAT SPAN FOR V.111ICH A GIVEN 1/Z'SLAT SLIP MAY BE PROCEDURE A, IF BOTH 91 ORM BARS 8 MULLIONS ARE USED 1 USED,FOR A:GTJEN AS,D,DESIGN PRESSURE RATING. 1.MINIMUM'EPARATION T 0 GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED 'AfIJIMUM REs7.WRED SEPAPrATION TO GLASS IS PROVIDED ON CHART le;PROVIDES SEPARATION .SHALL BE BASED ON CHART le.ON SHEET 15,iT SHALL BE MEASURED FROM BACK OF SLATS TO t TO GLASS FOR PRODUCTS V410 OR VV/STORM BARS(SEE STEP 4), GLASS. ST'P 3:OB T Ai1•t INFCRMA TlON ON PRODUCT'S SIDE RAIL ANCI IOR SPACWG FtcoutREMEN7S POR 2,ENTER TABLE 1 ON SHEET 22 Wl A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CC`'' U4 TO EXIT;TIC X,STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&tit ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU IS:ENTER SCHEDULES WITH F114ALLY DETERMINEDANCHCrRTYPE,SUBSTRATE,MOUNTING € '(YPE,A,S.D,DESK31!PRESSURE RA fiNG&SLAT SPAN AT:D OBTAIN MAXIMUM ANCHOR SPACING '••ENTER TABLES 2 4R 3 O l SHEt7 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (IF:CN^5 ON CECTTERS).SEE GENERAL NOTE'T ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 1 &201-M"?.OPTIONS PROVIDE ANCHOR SPECS K T.ANCHORSTYPE LEGEND FOR VARIOUS ANCHOR € STEF'4:it PROCUCr:ti'STALLATiON iNCLUDES STORM BARS,MiULL1074S OR STORI,BARS 3 MULLIONS,THE TYPES r OVERRING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS € F 0L_ Vv'' :,4rzlDATG.;Y t 0D11f-�NAL.FP-0CEDbRES A RE All Pi1CARt3 E. &A Ct1O.:E`nf 2 OR'4,ANC(iF RS PER CONNECTION iL-RENDl NG ON LO,A,ta r=CtC iiS EL2R FROCE 1!RE 4c1 IF STORv3 BARS ARc:USED ti.E'ae e t SC NEON C5? YhRU 20 ON SHEETS 24,25&26 NTA S D DESIGN r'jUfSSUBt ,'TING; f.Airr..A.t,:4,S PAF;r:�T t,:a;t al7 GL:-.SS FOP.5t�tF 5 IF STGtFM11 t'sAFiS ARE USED SFIhLL BG 8:wi:D FJN P10.•t{!d}l.�R'i1(1!t !SF1,s t4.,�(MAX.,12',V OR P)AND DETERMINE itl odmum MU�3C I SPAN jF_hrl T :6,C:.SF"s-'--i 55,!T SiiAll BF t fEASURcu I�HC77.4 f3r2C;+,OF S:.Ai'S T U GLA'.V_ (t1E['a7r:"r'P l U.{r,Ji.�, Chr+JLATION iN E'ET'';:"=L•N F6tt.tf.CS ri3h^n GIVE` i{a,isa.,Y'A&0), f . IAQU 0W::,F &MUI:!h"7r!ORIE'TATION. 2.FNTER TABLE 1 ON SHEET 22 Wl A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE tivkx'IMU;-I 5.S�F S°f3Ee ft 10 InA,11 41A i2..i2A,13&13A FOR MULLSON CONNECTIONN D)TAIL:SAT TOP& AILO'A,ABLE STORM BAR SPAN(FIMC,C rl}. BCT,,OM,PC#kOCIRTO CEILING PTRAPPED)OR Or CONCRETE FOR A GIVEN MOLLtOIN`Tt P8 i(A, , 4& ), 3 ENTER TA33'ES 2 OR 3 ON SHES 23,NTH A.S.D.DESIGN PRESSURE RATING AND STORM BAR y SPACING iw ND DETERMif4E APPLICABLE ONIONS FOR STORM SAi R CONNEC77ON TO CONCRETE. �. . i TOP&^w^T71 ORd.O''vtS PI'O+TDc ANCFtOft 5FEG^a 7 At1 t tOT:S TYPE LEGEN7 FCR V':.=.1^.LS pftC7GtUURE t ER ATE°S t TI{RU 3IS SiMILhr(rOR INsT/lLLriTiOidS ItdT�!WC7vi.t ME 6 ANC.iQR TYPES COVERING PERtAANENT(,A:-:CHORS A&D)OR RE!:IOVABLE(ANCI',ORS B&C) STRUC7WRES :LEE SH"c`ETS 2C&21 FOR LItAITATIONS APfiLICA9L1=TO')i)5TgL..LAI'l0t4S INTO INS TALLA'=1ONS&A CHOICE OF 2 OR a ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FR>1Me STRUCTUERES STOMA BAR SPACING. F zl :.F:s'yG rnC£('!an rCfi S ct 4y F1er:0..u Z„ra) . "'r:T.- 6 i0.44I6S txa�` a,1.;ss;ez ss s a t +t I 20-065 N m"?t Fan,u 1.lPr -u.c � c:aw•ra w.. .ci mat -fE(ti az! t SLAT PERFORMANCE Cmt TS lj., IUD NIY VA Ld('00R 112-SUP} FOR A C-IVEN A.S.D.Pr-Slf.tl PP.E 8SL`F;E RA,I'mis 5:!},FRGwz_CT:io.0 T Crs�T'G�1 ^Lt_iU(vts'As1'.'.h.�fx'TY"C AND FOR INsTALAA T iO;l swi,r}..R wO CHART la 4cHAPT III � CHART 1b,. wlt3"GJ KVJItC SJLT 3 ANviit"F`.•' a eta 76t t^v i%i AKsCHgR Q J 5/10"n.TAPCON XLAMQHbR '{ 3 POURED CONCRETE E av Ccz 3 WlVJr 11:.t.ED CaL CCNCREM fta�- SLAT SPAN m4x Sw SPAN REO't:s-�Lev svi1 k 7.0p TO W,—M t f fr DESIGN , x ( 'L^x' (tea r.;:AW,RIM TO r a cxr SIX Qi) i-- t 1a. 99 Tr t r r :li. i Sfrkw cubs i tao}rTr � ttTr u js..,.D �T��. � �„�^� t �� k .'trCVvy�.� �, ' }.,1�.,� � O�,�D-a0t fir:.1e�.�t, roF N 0 SiGifS t#w'L '� W! ^it_ t S 1 ! f 'e�z i { t n r, 4 J .r`fL..3 "7 r S r sF rs7,^' - &M reran'a} ..-v-z7t rrs:a g i-r•6.L` # i +}-sf7 t f 5m uni t t }rce tssi P{ 2E mra 0 zil a v 7a o zc >s'-a• to c a Ts 6 a 4 7/a i'-" -�z —) 350 f �C 0 15 3 C_ ! 14 C 70 0 's5 •C s� f I6 n 0 to 0 6 t t G - t is t1 6 1 t 4CA 20 C to 2 t5 7 t f t {4 ✓ 14 iD t R t ld tj2 8 T 450 0 15-0 7b'-0 t 5t.`.0 20 A' }} i4'-ta -16•-5 a 12 td ° t1-t �`, i< t0 i.2 tt"'° to 2ta t 't-12-8' iSY' -.- 7 to 1jZ ,;,.t1 5 { b -� 7�3 •- '.-.. ...ice 3 i� u i..!2 �W 0 tt) 6 _ 8 7 3 � 74 `9 Jn-7 t 7H 'J � �..a t i "" Y{"s t4 71s i d a£A = 18 iL t 13-11 1 -`1 t iF `{{ jj _ 5 Oa Y• f - TC a.- 7 T� 6 iC_a 8 J 7 "wlg t 1 c w. 7 70A 1 77..:t. }rg., ......-K... .f ... ' `� ... S n'' 71-7 12 F''n 14- & C ` �: d a. �Ti '2 U 10',-4' l 1g S, y 15 n' it 0 12,-0 ; A _� � 73--7 � -5 � i t,•_ t. r "o i -•` SAS a5 3i 8 x tG 3 d F s t -C c & 5 t0 S 3 7 x }}MH H` 4 I �.✓� i H r -.tC 0 ° 0. ,. a 3 S 17 ii E r 17 i0 i R 9 11'-S ti!-U 1 "M.9 H 'a 0 .. a 0 �. 7-3 _, 5_y { 5-5` i_s to'-ic 7- o' .' b w t ti t a i f to t 7 �" �" a 1' 17.'•J2't 4 .'"-70-7 y -6 8 7-w a1•-13 j -Z ° �. r A 11 t�2 6 r . a::5 t. A �' Y r ✓ �, s 0._- 7.,.}t ifi'-�" _.J 4 i , 8 3 2 3 ' t' ,.�, 116 _• ? { t dgr_,.A .t tS ?'-S 6'-s x.:_y 5•:ra 7 n s..:._F7' 8-,- J _ 77 2 o } tv t/7 t.,iA Y S t 7 a B-6 7 ti n._...•,.Hf'_tA 7' {.r { 7 3 a 3 6 1A C... '' S t i0 /2 e + 'X" .....E +r 1CS9 9tA H 2 7. 3 .'J-a .... 7 _ f 10 �i( a •..... SD.0 R _b" a•-0 f 2 S 7 r 9 t .. >..7....uS t t t i r-.-""- +:_ r-s c_tA. p_•A, -• -s' - r sv - io' s { ; , 1. F.s3+ 1NID6CA B.0 I.WX:-SILAT SPANS MAY BE USED AS 1041,A5 PfdCh0 i L77A,G}Nt, s a i3Uk l -13�t:SHEETS 17 & 1 Nr INOICAM THAt p;t-AN Ofi�!p ING I5 PzAliAkE FOR THE CORRESPL+,+y JMc—^'SLAT !]�}j�S EPA Arlt! ArS� Cr$Gt1 PP SS16E RATING. � y�tji Eftl#t(j�✓7j Y p F^�A '.t'r-ftY Cf}' 4 :it.fi alcci`.f Hurrica.^.o'<Nei i n"£fir St« -A!. 4 t•t... iv EXIS17t.G' STn�:�tti-? SV'ih 5 $� r5 r h'Y. 5r7L, C t�Ft OR 5116`r T.A?CJ 4 31 ai:i HO2 � (:LLI 9 Stn`a l k• ".. t x .j 'JNS CONNECTIO itj v SWk °4 467E s Er 'G G?;.r/ r�ty..- V! t ritE fJtt:T uj.,E �•ii eSf�11•AND 8likil C }s.'J'•'-!. f"i il. El— X.L 7 l ['G' t°CGV va3-li�� r, 7NYrf'"'•".G'1"� w'x sf,u. m'+y �„-' L 7 M't+U F DRFJf. 20--05: ?di;:d `ram SpMllt Fu tr'JnE01i.TE LOAD.. }hk. t;;= _ St< .�air �c'••t r ,a: .x..vc t aar .Eas�.� �aitt��*e^+aac � pa.:rm�G ru + 9fT::i'ikfl`ii-L7 61 !:,_?:!?: BEIYIEEM CTiD W.1 U-M •.,^-'--t"-'""."....- `y atzer 15 Of m .. yf tCnn ,E 5 ��`G.E.Stsk.j9}!izTlF,-lSAli •.. �r�rr,tn�i�tittuq� "' _ _., A 19A)t."ANCHOTTS SPAClt4G S+CNFQULE V - n t?P A r tt �;an r t rg r e Ay 1prl 21 rt ttnr.�r r� "W^v— c.•_tti{i7__&ais;k ?IFSs fya t �� r�Vll..�<..:__—tl }.._...1»_� 1.! 1C"C?_ �1 i.JrLiiti _ `,MALL MOUNT y sa t b SLOT SpAd'MlGE 4 DSxy _ 9 € 37 40 8 a arJ � fl a i 3 E �>�i,_.pc� 3 �, - r ( » t .l. ._• ......_.» .g ° _ �La .5�j!..._ ..� —Sr i';— 0. .s'ta .' S PAN MR A , fY 3jd j t<l++_4 A S.D.DESIG d 1 ..{. .-& C...._.:...»w..,._ ^rR£S$11i3F PAT'N'' St'9 l a >�.. ......_.h.. ..._....{....... .... h. 3 _ m Fxc"E MAX. S{AT { yy i 3 a 121-14'J 9'' J.: > 9_ F3_ ._._ ? i -_ ._.., _.... } PNM 1 N SLAT { . .._ ._ .. .. _ _7�. t.. 7p . S 1 SPA ?ER-•.WAncE cNatzr ON SHEET 15. 7RAPPEO MOUNT I1 MIKE I c'-a'; '-s't }a b°f y >e'-7'ti > s t s sz > f� fs't > 1e'-2fl'1 { q '51-40 } [1.. it 111 S .,�,. � } .r.-.-.... H } 5 f 11L A .._ 4. BUILD-OUT taC7b S`4T SERA f$.ONUc _ f 9_st-... > .4'' 9 ',t�,._...,,_.____ a :,...�•j' t > n s > •_ q V-,Z. ..»..•. ...., i $ F j s.. ice•1 i ar FF`tk d �. .•'r.� - i�Cx�'" '..`_' a `�"(��t a f s.'# L ii }'�.`�.lP� •� t ``�� f rJ �:t�_.j__..��r�s____�_rr' G �.�5 1 r� .L....�'�--{ c�� 1 �� _,."E�,� } � x""`j-'-r-? �- { -'- - 7 L a ? !'f r' f7�r 5 5 �� ja�5 o/u�5 y,1ES 5/E „ a- 1 J• ;t" t a. � °- t ,-._t t ( n t � -,�%cS E�f� >al-10s 9 9- - S s y 9 s° 8" �. _ G f/2 6:<fa c 3J! r a/8 S 5ja S SIE 1 n g g �...... S/E _ tfi. - _ G }/ 8 £'...__.,. .., 5i'i� ,i 5l6 .a5/ s _ � Tt{ >tst-:e 5/ .._. s: 9' ....8 �, `7, 5 E & 3/4 f<3fe'6�. 5'va p5 5/d" _ _._ .I,.... >.I.. _.- n � i *ttt'"°'��"t��ti<31i{iJrr ,..-»». rrnll dU +`'t ''GC Ice R.,�'a�Ec�eity B�r.'_.�.�:..,..a.�._,wN 2��n:•1� p - a S 7a� ''� z�«<.--„r-_- '',`•-^,. tg f ��$..,�� ,,rtY��, l�nr11:,�,5k•€t4ez"t��"•r i e � {, t _ '3.•f 1� .. 4 3 - fre 1 F1..FPT P TT iP SEMCE5 imc. KAI ' � _ 'i_: `, T ,s^ !/..arW �T .. & ,..».ep4c b � tTa r.Y 't'r'^+2. ee+tY, ! ?U-•J5; } DP'Ak1uF W 'r+„R aaxvt`�W i.�� 'seA3 xl+.-ee � 'y3�. "r}.1 iCf 'M.a, w . .. I r.» �.i�r rr. r b� •�'f- �"""'..q.�....,.�.� cr<- ... :.a a mAk i N'O"HbW a rPACVt`tG Si V IECillt_E T 4 !�ElL !'IfTT tl tJ�.7lRlt3 TYPE,E;'f ?4 fr lF,PC�S Ri Ahli✓i,°t3E2S TQ Pb0REb co,,4r6RETE WALL -°i Ps.�.z� x'' ``I-'� t.�^,..°.�,cis.rF rj�� t�'Y`�i=:i'£,�'•iw' � � . I W LL fYlOUN i V 1 im �tq SLAT RAn . o•-=s"f 1 <-3•T Y s•-�'S' ' ..�_' 5- .. 5 A`-,2'f •fi st:-7c If ,> ' -mac°} t t 3 3r L',AX.•SLAT SPAR FOR A3 *tN A.S.D O-M.N LOAD i EXCEED uv. a _ 7 f AT PM- FORWAINCE CWMT 014 Sma 15. YELP£PED NICAJINT .. { H._... € 3 ,. t �::•a--3s��'' �L_ 5�J I �f~.... . +� ..a rM�ag.. ,. _ _fiJ4:_ ' 'C i BAPI-I-OUT MOUNT Nt.„{t tt t r3 .r i Eck g�_ to`.._. ._�3 e, t `,c p_ t tE R r cam?�[ S ,'' T"•g—' rg' F (? ',.�'a. �. k. f` ( 4 .�. .. i{ �.._.i.. l•- a, ' 4 �.. ka 3 ..� j __.:�.. 4r/ n 9r Sg i •.): a tf I aws r ,�o ;. H' E .�. .v H 5 C—L to e ! 'f r a° s S5 3 n/a V !.<it �• r, }{ i t S a i 1 _s ° E t a'J `_ a r?:.{ "f STfe l 1. 1 _ r._. _ .... ....;a C G»„„a a £ j •'c aTv H 9 .G )..'2 a-�r.. _ _ fEp '/a. x t f�:!`.�.._.._.s-.�,:_.m•d'_j,_.,.,...•.�8` n' - � 3.`4�i 3 i-..._-,.I°'�.Y,,.:`" �..•.°..-n.. - � t._ .... ' ,�; z+-rI?._ •..•- ..:. . c1Si'w'C f*~„ CX.,Dz r x, �.v ilY 4 T Fturrtcnrte 7,cr;_=' ,+.•.-.:r�A7i 9T: �' a �� .� `i..�.,,»6•. .,V.- ,. � pt� y.x,� 4+F'Ba. i� � ft ti�xx Shtatics�f�"�zas � afwt�, • ll f F kFr,FcT S U TTEr, S£RVIC€S INC. k _j fit! `�'_'�'�':v�;°�> >ra`.xx w s x„s,�,*i n� a» tamra •� 1 � � � T � 44K� g .:. � a.+•vR.�i sr.acu. ;,..7�cr o•va O..h�w ..� _ _.. �..w.,W ...�>.�v,..._... ` i.�. -. r,...,w-�•,-�.c.. 4 +--•--'"w•.� ......_ Ea t7 crs j ANCHOR'S SPACING SCHEDULE Vb .�,r^r ICT:,.gj!t lcsc>TY�'IN'5/i6 0 TAPOON XL ANCHORS_TO GROUT FILLED GELL-C:0 &,S P.ZESiGid PRESSURE RAT ING&SLAT SPAN RANCoE i � - Vi�ALL N16UNT -StAT V9# RANGE .: ! PRlwSil�E ��' f > t }s tz'= > 12'-1e't, > R INTIR0 4'-4't > 4'-5't 5 o P ?5'-7',t,. > s"4 A_ Lpal 4 ' -- _ _ Jz $ ___. 4 1/'� i _......__.._. _._ f, EEE 4 MAX SLAT SPAN FOR A F A.5 D_ DESIGN UR PUtMWG SKALL /2 3 u i __ Sjf �2 EXCEED 1 -ZC SLAT t t YY _. jW c D ON SLAT R - _ €NCkCA Un.-seD 7- '. PEttFGi{trAt}C_ 4€iAftT ON ! � .N t SAM 15. t TRAPPEo k10UNT Sri pl S'F2! f .M.E f?A1itiC. 0'-4''t > 4'-5`t s 5-6't } W 7'7 9'-12'i > 12'-18't > 16'-20,t" r >31 to _° 6 n h ._.._.6 _= b.... 4 1/2 ++ __......._ _. _ .. ... ...._. Y. .. 4 4 1 f 1 f2 t 4 { 4 1 - 1r2.• zf4 a >14?-too E` ,.„.."-r.,..".�.=..,.r+,•..�, R r.....* } Ble`;Lid-3:3 r�GilFi,"t'. C 4: S T > ..- > a Y't € s 3 .g�r ....��...__._.. _'� g tR:u""�.•y f'.."�.._._....•r'. ' tt c- �. s t , t L ti tE { E� Ep tiMd c F _# _& ._ _ 6 . 6 n� u I G 5 112 a 4 n a _ n" 5 6" 6" 6 6" 6" E 6 j c 6 €; 6 6 5 119 ` 5 I _ i jlt 5 G -C" F 5 1 f2 __ ._...,. '/`1 _..... 6"�I 6f2 ` ,1 .,� H� . __._ {{{ 1 1/2 5 ,/2. 5 ,/2�}4.t/23..3�4_ i.V4R.._ a i/z f 4 1/ j3 3/4 - -_.. t _ _... _[�. _ _ ....,_ w_ H >t t 40 6" ` 65 1f2 4 a I - 3 3/4 3/4'f - - _ - _ _. W.._.. _...._-.............. .. ,_. ii _._.� _.,, I r f} ,``,,t�1tR n oRrA dt{htF«. t-qOr t+r'+' /(;I'Y!^^-i'.9 Uv i:ana Z= ip j w 'f,� t e J t f3 P7t•,niic +.m+...wn-'�•`''''';—'o'"g.'.at n.n 7 ry LlL T v.TJ1LtI JLi1 Gft Y1l,S.wl 11iL. '-"'•T i R['T 7-S-R+--$ Y,gP[ti'Aa COiIPAli7 1 [t xf '•, a m:.r u^=: a.-e atxs�,w '/1:M<L uZWa ZJ-56d .-<:raw -kdp+ xuwn-ien MAT SS >.4l.it. Sl9H1'rti{ta..a+l-alic arar-rnv N. . % "S`J�1 + r1R�'�� SF�L✓67n t4 u"s:lCAl'E i rT14G24'U.-�C cI,7� ' mv-w. tsar. 4 5'rRT e CF 26 SCHEDULE VC- Vx FORCES,(Lb/FT)&Vy FORCES ,lb19•T ACTING.AT.JAMOBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR ( POURED CONCRETE OR GROUT_FILLEDEDCELL.CONCRETE.BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) mim m SLAT SPAN RANGE ES PRESSURE > > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-1.S' > 16'-20' RATING - (psf) Vx Vy Vx, Vy Vxf ' Vy Vx Vy Vx 'Jy Vx Vy Vx Vy Vx Vy 5 36.0 10 60 10 75 165 90 238 105 421 135 594 180 999 _240 1390 300 _... _ >31 40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320— 1823 400_. . . >41-60 10 120 290 150 794 180 , 509 21.0 , 708 270- 1266 360 1,962 480- 2553 582. >6 1—8 01 10 160 616 200 767 240 796 280 1007 360 1695 480 1.2422 600 2547 596 >81-105 123 210 550 263 71.1 315 1142 368 1372 473 2009 591 2492 638. — — _..,____....__ ---_ w..__._—__ �� ...... _ —._..._ __...— --.._-.---.._,.._--.... ______._......._.......__... >106-120 313 240 728 300 881 360 1345 420 '1587 ; 540 2112 640 — — — — >121-10. '552 280 960 350 1003 420 1612 490 1.869 630 2039 635 — — — — >141-160 781 32Q 1186 400 1322 ef8,0 . .1 c.73 5$0 1740, 64L1:. ; _..._ m �..SLAT: *NOTE: t s:ac SPAN REFINITI6N IT SHALL BE THE'RESPONSIBItIN OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT E)USTINO STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET,FOR Vx i£Vy VALUES, Vy 510E RAIL f�('''i•""_' �L._._L� vx V i�}y�tllf1i9 ,�f ^��+, FIO�t tsf.'4f.IIdh&COSY {}ton,Nu h,Velocity Humccno : ej; YDg s ANN Cl!" ap +�� 9 • a iSo 4A1 -' .. + eMc. T7.1.IT TF`f'•S('fG dr'CNGSaf[?tNG COYpANTT-liiRf #1v'��•- GR TIiiG� ING. CdIE �-k� '�R' J! v: ksss w�,zxyc ac •sn.+.sexaa reaoa.rtmfea >gnE5g unmokrat DAt+'E 20 DB •�� t;rwo-pn-fsxf tOAi 9FI.tt,1t556' 4 ` i 1� {'!,lMti-4A1 IitxD'OoYaCmn 6HA"& t1 t?f Yv frost 770f )t7f-6PIti,•. '-G° '`C.17R4„ 5 _ _ YKtt•.NGun�,J..P.E. ��i�'y+' :, ' 4C��S SSASl +5ATU1?ckA7C t7.4'k=7..ir t aare7 '�f' n-e.r, _ Sv[tf 194 26 71 i t pc s. ?tt?t c,_;,...:T a ,�_T, ,: tOtdlY;rALtD_,_„:,.Cat;!2"SilP•1 SLt T„�,,? F?C�k�lyr €.S';�RF i.,_ ?. ��*�:.,: .=w.a;:,C}riLY Vfii.IR Ft�R•1!•1" i,S�t „ VP,..%iMU:f SLAT SPAN AND F INNUM SEPA ATIC 8 T6(I..ASS FOR A t'zvEtJ 1100b MAD A.S,fi s l PF S3U 2S 'INTING, r+u,.::t�.:xv~., �ta.stTAta FROINCT.¢uarLM, for.,. >r'?3G+,<r"as_tt go nr �'ra,a sk--S.;.<M^,tr.�i�rsip:nSoL�crmcum=*m�...,a ,��'�:.1t&`•ANO PRo5urTE 0',A- XTYM t: VXx,k QFPAMF;S JALt.S - t^ti:,.'•ttxvfrletfass e::rz4z.rci.t',ftl� rx:e22PERDtiA',2SUDr tc5cy;, T',�;4r:z. �S��A�GP,�vr.<dtsBvLa.�v VJI�`X�' S1l1DS. 5P r2r.I�f7ATt£INS 0UC.E'IAit.7: . ,.._ ._ f,, +ry k�lL!;E'TFi?i^eraZ so P'.+!0t F,FfL tlhtD tS•tt'P...t57 g°f.:-s iSA tLFD WI£ C 4A` ,T IL't I ` CHART ICI CN.ht`3T.IRbt' t CiWt l'1101 ti�x�lT skictv�t D }t AaD. {!... .� .r•Ss `r 25;�tlf+d Fr5•tix r..c e-.--.•.a "t tA-,,lq 7A raver& } tvnnD Gpn!: Mva'! _ tt]lD 47.41E 5'a t�'LAaC01 f Yr.R'+c.'u .s t Y.=t17E `( .aATING VI?M, p/� .. !p _ t( fps t C= WjL- 'AY a . �+:£f s 55t S PiSidak y r bt '{ e£ Oa.L n t S'f v Csmm—W S-•xvi y } xm9: I_.& MIT :aD PJSS s44r7 i'J hw&: '�,.tf.Sf. tf i ,FO fa.StHi+s' D 10 I m.3c'4 PthE 2(G 0.5� 6C 9 r ...ry if 6A1.Yt OF? i•�1 Dtir 7 ., `� "uv�"8.1.ri60- •-&4'-5y tY/0 M,-m t:.� �'rEa`�,"Fta �t r ors-rn.R '0/fF S'+'Sa SBRS 4. E 9a3a 7WdS YrZfi hIG2 t j F wR W:PD 1`?ei - rr 1 pA .Vats C;sx a�%r• it t.a. F << r 'r et".terc,•,�Ai'=w�[s&1l 4 t,.3r,.o !o a ,c_c �- t' 3!/2` 3Da...,_ 3 .1_ - • t._. §�Lfl..._„ e"D an 4 rz _C.�.,,..Y° rr•Y ..? d a_ - - 0..> -n L,7A til yt3 t .0'"—f' ''4q:..+• '�'•"'" 1. _t...7 t!2' (fOO.+uo ."7�_3•. ..."i..t' ."i 1`. , 1-.�.5 1 8' r {€.� c't[t� t � € �i E(' it t SITP CS2A=A1 .-tx s 6'40rVttto FOR+n'SLIP) � t• _ taeasrGR Sa �:rv� 7 ,f.k¢ W 4AAAA tt�$r .P"54&tE ttTttk;i'rs6 AND MODUCrMIGU.NT - { x•y 1 a r �. CO..':YCSSx=�! ohgf::tLL:thorf.4SSUIL4t rsAPu P-R GF.1'iliLT :CYtF9 _ g MAXIMUM A.S.D.DESIGN L VS 4s OGE)i MOE SGNP[�t!E T� 1� '" �z: n= � _. CHAn fi�L is, CHART IIIC.L t/ tRtNOD pr.0 ,2'.61 wow mm �m 6gk,IVP um P09WE sa.RF£"t Apt'-f2{G�#f, g',�Y 2 tf$i',Fd� cr tz¢a t .wl Six.r£(m:}r driesca rtxta rtz � amiss 9 ram" -Pq(�-; GE:I•AiL�{ELEVATIONI r*VXID Fat o7Ju's-;<TIt-. tts+ DETALIL LELLEVAT ION).: V UD FM t-�S3�i}• -� r t,tl.' T:�=-te. Cwzs-dl' 'N/0 Simm MG - p,A--- 1 tt 4,T tam Ct e°'sr t} tc� to v zcas .. rxe et'SnAu S1EF}tLT16N 31.�T Fait'n;r'tr-ITPilN'. C�taS?5a5 t �8 I=--=MAS w 300 - 7a .. - 404 9' =T;'3,VAX Stt..i to A.Nt i dM' .s WNC:;.lw�f�Pd=7tC,rA GPAe^l.A;v tns S x 2 iNt I ZWlt'11'AF A 3f."P14 tS AIA>-,,A FOR cops,S+4NU.NQ sui SrAtt ' At AS ,'AFSIGy.PRESSURE CAMNG. f s40 k MV�y TO, EM Sute; S;RtE tY g4.ar�R7sAR i EG tl Ec r iv6j, ti6itau 7 i#Ct AA�ytSIQ�SsV$ ttQyM CttA�TER 23 OF ti• :F.EeLt VF oF,' GF'ti.l---M 1G`ril'ALL. `;4tt11��.{rFi�i�i r - f�OtLs7A:t367t...pzK�COUL f�+�Sb`VaEoeifY t3umca�e?exte} _ iti TALL-ATIONINTO'JtOODF€2AMESTRUCTUf -.F.�44 PE T"a UMg SEd YUS,INC. nos 20-_064 ' t'y'I'�!`v � .t`+wr 7.�1='�ht v r tv"t"hS'ff�ME3• .. 'FiT�T ST LFtOF.:SL,St?E/ � a^."ro a„a:crm - eas»r.-t�r•rm.a�z.xitrt ratsir-arrm, watcr•+ra �Q� r{Iti •a ` r..ut h [t4sir r•'M, ,.a-,+u `sr:�x-..'.n scx ...eurs�,re - eec �:j r[3� ••x•; 'z`�` "£:.,SE..af bkiF7:i'J:.r::%DATE ii hirth�a'!Fc,1 441fl •.0 ws.. ,SUi.ti 30223 N IAK ANCHOR'S.SPACING SCHEDULE VI FOR A GIVEM O�►OUCT MOUNTING TYPE,'U!ooD. GRADE,A,S.D. DESIGN Pi'ESSURE,RA T INi IN S.{ptf�,:'Li SLK—i SPAN RANGE � i fALL!`��%t'JI;T u Ali-DYn s t NIOUN T TO 2 X4 V OOD STUD WALL MOUN F i 2 x6"VVOOD STUD WITH MHNIMUM 1f2"PLrNOOD - � fSEE O rA[L+ON SHEET 201 W" !SEE DETAIL 2 ON S4EET 20 OESf'N mil SP"i P,t3;SE."`' i 'n��` T SLAT SPAN' P.ia9^".-.' �"lCOE) 'RAIJ t PF15SSUrcE WOOD GRADE. {�s>ES`uEz x o « 4 � f( MINI I. 1 .cntjurr,g rt4_. €i Orr i a r SUII';itERN Y,.E - _ ti —_ _ t -' k G 6 9� fi" 6 G t" 4 T 4 3 1/2 f _._ ------ I . ...,..... :..�,.. 6Gcxs. fi fe 3 M1 5 1/4" 3 x/4 . 3 3U0 E COUGtAS-i1R �GI?€{ ^ F 4n .. I (C=Gttj rU 6=: �" s 5 #/4` `s tJ�" 4 / - s �SYR'.I:.0 '�'' Y' E- .l JvxdFE`F ., F R 5 4 6» e s` G' s» BUILD-OUT MOUNT TO 2"x6"WOOD STUDI TH MINIMUM, PLYWOOD (SEE DFfAIL2 ON SHEE""4.'201 y moo,'GRAD.E �THE SURE i d-.`�>a-5�F <� �' >6-7'� >7-s'ix ")'V.ttY 4 t'/, S�S(TV�L^M C x a s _ #k _. 6 Yfro.. °, /4' Fr ,3k " 'I ' DUCE fsd£FTt=SJUr( r" tQ tT 6` a" 6 G" 6 6 r" 6 6 6 -z 119 �y'etodt r.Hurricane Zone) MIAY SPAP FOR �LR7',rOP � .5`pZ� q,f;� ix�a'ts€xr..fl.. �jn w . � aewn an. -SIC-N C.3'is� s-tr1C.t -^'..wr '•"'"``--s," t`' f� �g �+rte� .._ ,:.."-."_" i�..: - ' . ��.. •� d+uTx>x,�:hatswr3 a ... �naj�lsezo �. LL� "'Gr t' 44 6 ya "L i n t ac iHc a cic n t t n ovpa v. C3a!> 1�'T''SHL'TT R 6dViC: s IsIC. .�'n�Y tpiC�; E.f3•.D.� wFii "" ': 'tr•/-a"£f',=r., a �.e.�_ •�..er: .,, �E^� rds tx' wYxue-?r Okla 2G-064_ ! P f}C M°4 t 4iAf?TS-Cyt Y ` �r +sr:*3v t pni sn nr sr nta� 'tL SIW$ ' S �T� i.t v. l.^{.oxt,t,eF,r` DRAWWO no ' �.n.a+rr.5c<a) ,rzsn 033'4 a�-bci,'<' SHEc? ?G a t2 n t i< �1'x fit i�.4 sHret z`or 26 , ..,,.,.,..,�:.a.�.,,..,,..�.�,�..�.,•.«...«,m»,,�..ax-�,.«�. :.�----y-,V.�...»,..,..d."...,., .,.w�yt7t��'iarrx�� StS+c�S``�' »�.� 'r�� _, tHti!ttstll?t -s TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft)'FOR A GIVEN A.S.D. DESIGN A,__-�Gi1 EN§T-RTVI BAFt t AS Dum STORM BAR SPACING (FTI Pi3£S URc' walric ?' 2.667' 3' 3.5' # 4' ? A r" S' S.K g 657' 30.0 11 -G 1 t 0 11'...0 1 0 11 �J" 1 0 11 0 11.-0 1.1. 0' U �THIS REGION IS ONLY VALID FOR INSTALt_aTIONS t _ ll _ 35c .. R5 CeFc SfCi_:FER. _. I e n , 1 0 / 1 01 }9Oi�E 57C six r I 0 1 i t G 0 t Y� 0" _..,_...._. _.. .__. _ QS 0 r n O.tl i! v t 1 0 '1 1 1 1 t o' ,i 0 } v t 1 1 -G i t G }#`-G i rS.ReO(G,3'iS^ONLY�'I LSD'T FOR iNSTkLiA710tvS _. 55 0 1 ! 1} 0 }1 L' }1 G t 1 0 T 1 0 1? 0 }t 0" 1 1 0" r 1 Q° ORE STORE. GARS PER SHUTTER 60.0 t 1 G 0 1 i t 1 C 'i d 1.'...� ..1_ 1 C } i i 0 11 0 iwj - -� � 9 OR M 65.G i t 0 . 1 0 0 I I t 0 1, -0" 1 0 i G ! i' 70.0 1 1 ; if 0 ' 0 I 1 I Ca 7 t, 0 t t 0' r f 0 _.._...> 1 75.tl 1 l 1} 0 11 0 1 0 1 i -0 t i'-0" j 11'-0" 11'-0" * - _....., .. 1. _ F. - — 80 0 t1'-0 1i 0 11 oll11 0 0 11 0 ti 0 0 1t 0 11 0` _1t O" 11 0 - - sao 95 d f i 0 ?1 Q 1 t 0 1 1 .r 11 0 - iQOc 11, 0 } 0 It 0 11 fl 11 0 - t i s 1050 i ..0 1i 0 11 Q }1 0 1, 0 t - _. _ _._ 1 -D" 115.E 11 -G' 1 0" 11'-0' 11'-0" - - __,. ... m 1200 1r 0 s 11 0 11 0 11 .0 - - __ 125fi -0" _ ( i Y t ! 140 G 1 fl { 1 1 0 1 i -u" _ 1 _ 0-}1.. „..... E#w °iFitSUREJ IN BETWEEN CENTER, ONES QE STORM BAIt5 tN ��t t�1i1 sy l::C�$41 Rttr3��tG e`. Cf j»dr difxh CQine%ey H,e r7 ar. s ' i".EE1 OR FROM TIP, OF ,SIDE PAIL TO CENTER OF STORM EAR.I �v G .... ` i l,><4i41} •. � /� .� j e5j� �� dT� li:V. � g s, g 1 { w hea3r�sa Staa7c3aza. ce N f't4,. "t 4•r°."'"'rx.p.,.�'_"'r`^;y' ;I' A � d CYE SINC. /73/2034 '. . x '''�w'�j f r4r'rw�+ �a:u.' Sra•sy c x..c.YA^r c ty r..,azu E58 fir' kbA2sC1'j.I/RI f GQ"'�64 e=xz�:tsccaLxis.cu+t ?vRi 3f t.+Jt7? f4 S 9A 7 _ T.p-DC3n7 9 r'VkGt rlEas Sit 4S'a,{FX.2P25 >r-asa DRnM.'�!a _ �:1>> u,T.:Ft .ate , SF.'•L/:;.v.c3T+iiiEflklic: E:r..iT.at t`S-S 4[2 aon-aw— ,,men , SAW 21 ar _ Za /era!}Liiiif3ilYtC4a .. � _ r ' __............... ....... TABLE 2 TABLE 3 f r w•!RE FEx;Ta Ft?R S'i CR'�7 Etli2 CONNECTION TO�^! :.FETE TOP AND BOTC:;?PER REC�Jlt2�h P S FO c STORM BAR COP!NECTLQN Tp CC3r �Si�'T?eS f4Nb BOTTom,PER ;E,EcTiyhi S S "t c r $ r JR R GIL'E N A 8 L.1J rvrGiy i Gv { d f.' &STf1R1t{EAR SPr1GidG (tip $cCTIC�N 815T tSHct=e"9 FOR A GIVEN A.S.D.DESIGN LOAD t1z.s.g.},&STORM BAR SPACING.& 1 -_ i_e___— _ t __-_. .M B STORM BAR SPACING a"(FT) � rr�s'a°n STt7 . BAR ri1G° '( " Rr:4 SPACI a ETJ »r 2 { Z667' f f3 3S 4 s5 S 5 a o" 6.&vi' 2 ?867 3.5' d.5' k 5 I 5 5 6' 6.Eu7' j....SJ.fa p .MD,C.O•�A,9,C.V A.B.0 0 A9 C D h 8 C D A 8 C D I �V,6_,y_!+,8:•rD_ A_:__B.C.�._.. �gB.c.7 ,I �:�A _A.9,C.D__{_F G.CxO A C,D�1 f �.�._ -.- 8 C.13 A8�,U.. + t6A AFC i >B,C,D }.3.CiD t ADy�___, BCD _.t_,^V s 1.B,C,D_i,_A.B C 0 A•B.C,D,_ Aa•C.D 1 _ :`JA 8 D a,ca a,a c�.E B ,D 6 C A.8 C I A,8C A 8,C D 1 A,q C D R,B 0 /IB,C s 9 C C 4?.C, 4 SO i1,9.0 rD_. A,3.C,0 i_ SeD. C _B C,D S F,t3 C D # 0^.D i».F.9,.^•.0 7 A.S.C.D ,_hp r 'LB.C,D j fi C.D .:LH�C 4.-C u iai.0 A B,C, A B_.CY-� .,�.0_ A.B.0 ..•_A__� "_ A t _ t h I k I ii,-A&9_CD I A B C D h6 �40.0 0 A F Av C { 9 C - z f 0 A B C D .,.6 C A.B C A.Ei A A A .t A A E . - EoA n.[i,.f•D k Fr6 C D :yB,C.D A4i,v D__ nra,C,D_!_A 6:C.b__ t•,�C, ._ AH:C E C. d B i t_006 A C n r a BBC P 9C. _...... A h ,..1 A A _ A.8 C D ..a 9 C,D �, h6 CD., Ai6,C D A8� {»,•__8 C A B.C..__. _ AH„ ... ......; '7Q0 F R f D n,.4i C.-. _A.- rl A A _ A '£ A „_ F._._. _ A.BAJD_„�.._,�,e,C j A8,0..:.•0,, iANc n1C A 8 A .�_D Fs.BrC�D � .wAsQ•�_.r.�_A,......, A.. ti A. A i. { �_ R. ft ' I _Ap r'B A.B.0 D. t A,B C D <._ F3 n D /1;6� .,^,HSC �,8 A A A.,. 1 L:.D .4�B.0 n,8 .i A _ A A.- 't ._ j •e}36,CA A.8 C 0 P B,C _A,,B,C A.S A A. ij A fu.0 - A,B C_ R i A A A A A W c _ALP—, A ..!�... A'....,-S A _ _. '•• _._._ .- • __,,,,,,_b,.__ _ � ,...... _ .......C i F tOB..d *. 4B,C.0 ` A,D;C,O { A 6 C 0,_ _h,,g,C__ .._A.@.C A -^'-�. A_ { A _ A_ A _ _ ., _. _ .. 7D20RB.C,D ABCD A8C P,9C ,ALB . 0., I A A _-A A .. ... .. . 3 . _ __i7- __ .... .. t10di AB.C.DA_.... _. A..__, k q. 1Y0 Q i BC AB A � A� A A .A..,... A ! A. A A._... A il" A ..A. h !#. A.. € i t _-__ T. _._ _ A _A.___ }{ C :..B,C A.8 A A A A A A `ly7.D A A t A A - _.... ._..-., iZ1.0 fMB C D ABC A9 C .A._ _. ._.A A A F ._ A k. _-A8 C _A A. .. A A _.A A . A .,•--_ _ _13,tC_ �8CD A.8C k,dC A A A _ A_ ... 155A A A _ I n 1 14DA .a.SC,D, __ V _�..._._.._. _,_.._.. __ _.._... .. - ;i�D.O �.u.A_��.., v A.9 C . A_-( A A A A A �. A A 14,,.D +423CT-` e, C it9 A ... 1 ..,_a. ..w.^.. .. k. A k ... 148.0 A ` A_.. .. R I } .., .j : - F A 150.D A _ i .�,. _. ... _�..........._ i{ { f{. tt .� g iFAO AP 'A6. 4 A ANgHORS TYPE LEGEND A 3 8-:`:CARBON STEEL KWIK BOLT TZ� - E, SNP.*c.10;4 ANCHOR W/2 1/2" Min. FME3ED1dE4iT*&.5" Min. THICK POURED (Fc = 3000 psl) . 3/8'z:xi''1/4" POSTERS CALK--IN ANCHORS 4" Min. EMBEDMENT`TO POURED COti FE<,(t'o = 3000 psi)&3/8'o-16 ':T,iAC111T3�'scREWs - ;j/og314"ALL POINTS&OUD-SET Aldo'FCORS'W/ 7/6' Min, EMBEDMENT*;TO FLOLx:iW CONCRETE (f'c = 3000 psi) Ps ai(ll�lil(JyJ(44l 18-5 STAINLESS STEEL MACHINE 1 ``��'�K [�r"` t!((,( r„! .�._.ti.."_.., ,_,•...__...M .. ,.,,,,..,.. ,.,". rk" J'.P`�' s ldca}i.�t.�ve(ocity Humcane Zang} wt 4 C jib p'a: d/BtitLDEX TAaCOi`I r"14CHORS VJ% � '""' .:,. , . °, ` '1 R ;i Tt#4°�+Slr tBt'!S}s&rxet' ec/a12a;t —i `W mn EMBEDY.0,«Tu 1auReD — tou.4 4 16 rctgF`i, ot� (f c _ 2899 psi) { zr: x WERT-SHUTTER SERVICES`.INC. '1W .l,i,Hu 6Znr x'taG G CLUFAHY xcSSia6fi6 09[Y' 20-064 STATE QF Of 7G A { sa r.rsxi rwyzn r1r rant s* tuut.tt ecssa _tSn trPlt IS BEYOND ANY FLOOR f COUNG F1199.94ty � R ca mania } J/Qti�iL,� N SCHEDULE is SCtiERULi <a FLOUR TO LE'L!,!G{TR PEED}Fpt)til7lwn NPIAA. SP Rt_.©RENDAND INTERIOR NAULLIONs FOR, GIVEN WALL M�3UAdTIRG t S.R.DE5lG�1!'PESSUF E PAT`;!G( .sT.:.3 t :`AX ,��I t©ti arr, �=M,`e j FOR ENn AND INTERIOR MULLIONS FOR A GI 4f As+A.&D. ' G SPACING tff;' cStGh PRESSURE RATING(P.S.F.),& AMPS-MULLION SPACt'aC.(En 1 a IMAXWUM NSULLION SPA14 G'i.. i4LL.IhiUFA:1ULL10,ti''PAN(k I) t 7'j • �•- -4A.'.•'S•�i.a�Y-.:..�u��:.�:., Q!` z�'-_ te� I _ €,.._A.,d d+3""`34 MULLION G1 4'x8'XlX'MULLION �u`7 A'nr !4- N K �; ?a•.�r - �_ s-;j: _ ,-a;.(( ,_�?�riu:J� ��:�..x-�' �;its s:K��Srr' ,� f,^�-..'r i .:,:�r fc�l a, : ts..+. ( E s,u=ar�- ;Wit{Nara*c�a 77a{,r,n,,•��rlra wr!vt ._32'�a.xt>ry C2%");S c.;exan,er a-, -- �s.. �_ t Lri in is r� u. ors.E � urt waa jai i.mGtkO S ;D ( v ' i5`E t _ g vll: ;tr<sa; En I I� END z ilateac:1 1D x,^.Enroa� �� ter, �1_,.•.u�...A I20 •0r,- 45 7F-�10�',1t 95: .__._ t 1 - r-3'_1 12-0' f 3 E 9 h f0 7` I_6' bit 12_.6° + 7'«4• S tlY 4A4. t ZO' r ,i._-g0. i-'S"S 1 0 0• fi 5 8 6 �.... 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