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Home My WebLink AboutProduct Approval 11/5/201,5 Florida Building Code Online •'. ` • A Wda Depawent! BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search Busines Professi9ka l Product Approval .USER: Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Application List Search Criteria Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results--Applications FL# Type Manufacturer Validated By Status F -RSFL389-RS Re ision American Shutter Systems Association,Inc. John W. Knezevich, PE Approved Category:Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: securitvAiuTAxcv • a https://floridabuilding.org/pr/pr_app_lst.asi)x 1/1 GENERAL NQTESt 1 BERFHA'H.V ACCOROiDN S1IUFTER.Sd5tE?I SHOWN ON THL4 T+RWXlT FOR ODHPLW CE'W ADCOADANCE WN�7H£2014:6th:EalitilN),"OE.THE:FLOfL1 HtiliaWC;;COOE.TfISAON SNtTiTER SYSTEM*�IUSL t#Otr:BE IN5TAJI,ED.AT}IFCH;YEi.OGRY H!t7tRFCAer�2GHF.�, wDm FAAOS.swuL BE OETETZiIRtEE1 AS';PER sEv;yszk of THE;A604E,MEltT�1tW CODE;FTNt A ai51c WD1D sP€�n nEauaEo• r 7liE JtlTtON tw&RE slsvrtaa.fYtla 1MLE OF CONTENTS:: BE FNSTAt1FD 4➢9tK AREC[E1IiN.fiY(ACTOR Kd,=085(USVdO>AS^.E 7 lk.:`AND SHAIl:;tiOT IOCCf:ED<�THE 64VfibllJ�f"G4.S.aJ:9fSiGN PR&'',Sd)F:E PAT7HGS•1t�@G+1TED, - ... aN sHEEts 1a TN4i1 i5, �Q a�20 W OROER;'(O VEfSFY THE ABOvE'COf1pR10N.,,UL71AU1E OEStCN�TYpiD LCfADS`aE7ER61tFtEp:.PtIi,ASCE;'7-TO,5tl.4CL:6E FlRST:fi£OiFCFD 70 A.S.D.OESK,T9-@AND COAUS� AREA 7 HV'-BtADES��1)dt "QAC, RYltUITIQIYtIiC,1HETf;8Yk.8lN OImERT4 COflPP�,TtiESE'YFj FtAX`(A.S.O)DES7Gk.PFf6Slt♦�.RA'ONC9IN0@CA7T31„ON'ENFEr511.:THRV'..Tg.10.do-2O. _:..:.. ..,.. ..:-.. ..:. .,:: : FN'QRQFRTO;VER1f.Y1fUT.<f.'ONi'ONEAiFSMfD:4iC}iOfS;ONTf&SPED'AS,if...iE0.:T1f7N0T>.OvER':•SiSSS:ED:A3�j9C.7NCY2EJFt#N10wABC .STRfSS�FtSHNO':'LW1flS�WASIIffI.USEtTtM„TNE#t :SYSfFJACOi'OtiEN9;.:� 1^2D ANALYSE,'.?H9tlYEYc'R.:A`:YAf10;011RAIION FACTOR.'cAaf 6O;WAS;USm FO$;VERBTGTt�i_.OF FASfIIiERSi IN.W000.., ..,. .. .: .., . . .. ;, MEET2 BERaIA`.N:V.ION�SIiUFh721$1iSiEMS-A6£UUAiCY.FOR';yAHp.AHp�:IARC£IdLS�it.£I4PAOT'tA�6D':NAS::t#E'Ff:V'6tfffED.INNF¢0t10EWfRf'SECTI0.N.:r6p91,2s9i'7KE A9VifE;NENItONED:C9A£AS'PER .SIEAI CO�dQOI?ENT:. 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QUAUF{ED~Fort Us '�vj HV ecADeG7 D LL KS T`'ORc FOMENT. ED:F a i u 8 F.QRID> �Q� {i:-C�} On.,)HI h �elgcit umC4ne 'done . T 4' .. .... . ;2015 EASTERN LiETAL5t1PPi.Y.INC.' 'BERTHA Shutter stern: BADEi Wi,QR:-WRQ FLY..INFYXNJw�IQ)E' yr fit/ - ec AYricT9cart 5hutler SyatEimEt otxaatlt Due; Dr Mx S w` TILLfr rEsnNG`k ENGINEERING C%OMPANY MtoclatlOn. Inc. s OLD:1e-1s2 4/,s/,s DUE a/ta/as o: �nQ rau eC>r.3aan sa su xsa t rsaws,eia ss� .¢ 4268 Westraods'Dave 2. 't ts0s)6�i.�lsso Paz•;t�os1671-}ssi DRAWING No; e-rwT.OttatpOacLeahs Wean'Palm-..Beach, FL 33407' a t� SaS'10A�� OW71'IE WA OM7,19Taut r.`P.C. a P E::SFAL/S[CNATUREJDAT£- 6 3 0 20 SHUTTER ASSEMBLY SCHEDULE HY,. HV 6iAl Q H J.81A0E t . 41 4:. 17 12 o eupEIn�WL BLN)E 7AE 7�An€ , .. _ _ -d a+Etw.4 - 76757 R. NV'dL00,,RECES5ED 4k BU5NiNO t "Ix a" ai: A6 i ,,0625 0625 ::SHORT RECE:SSCO NYLON BUSHING , 'o W,ffA,ON HAT.'WASHER Q.S1R cO y r a p R7;7,�� •. Poxn EM:eAjEIIASE ASl;?302 303: 870'Sr3f16 7H1CK NYft3N WHEEL.., � � r a 7 j8'i,�. N4 wi7700W,' Qi"86b NSI.3ti2 SEF2tES.S 5 RIVECS H p425 ' @ HV 1 3/4 ACCORDION'['!N W/ I8 HEAD'k EXTERIOR e$ oPD+rxs Os S ala Y Y; 7s00 -> --`� , ® PMLYCdf2BodNATB.R 40AC7 RESISTANT Hvt V;iNaoivTYPICAL HV WINDOW 8!ADE ANO. 3 P(iLYCARBpNATE `HV'WINDOW 'DL REOUtR TENiS R .,. .:A .. .... ( I PAYER MAKRCWN 3103 PQI,YCARBONATE, �i0 ay' IOVAf'L4Si1C t,EXAhI 103•EDl RESIN IC.' �-- (SEE NOTE .P. ON'SHEET 19), �.; OR CUj a I ; (f).Aiv PIN.@ SHALL ALWAYS ._BE USED AT ALL::E MIR Oft BnTTOM KNUCKLES..OF.HY ACC4R01C}N.SYSTEM W/`.fIY�T�. OR ' PC1LI�ARRONATE i1RCES k0i2 HV I�BLADE. t ; EXTERIOR „ T@CAL SHUTTER ASS r'� mmrsi. �3Yti.. .. EiAHT FW'MN O :17 j2)liV P1N-�MAY BE 115EO If1 LIEU QF ANp'ONLY,Afi (se¢ Et(iFRUfk. ,.® . :uwrm.. EXTERIOR BOTTOM KNUCKLESZF HV ACCORDION SYSMM W/ 4V Q, cu a2+ etapsx,KwuaaE : : '' Mum tWE FQR., AM D* 0s 3*W aw3 airs;s . SLADE .WHEN.CORRESRONb1NG 7(I INsi CATION "11 SHEET 7 3 REszitlREy ' 3 THICK SS-WASHER ' Frx�vd StW+MAT,rM ;;:grz n� rz«m cw; SHALL 6E,USED FOR;DIRECT MOUNT INSTALLATION�PEi2:D:TAIL. SHEET 0. oma®ixca, �snt oast re e? !� ii Fr kT�; W CARRIAGE J2ETAIL si c n7zniir: un.r .s CA c t m-7s: EMBLY".iAYQUi, Rile oFpnaatc. rocs c t gins c 7 axs SOF,YA6fl@7 �' t37M ptv24 7esq'7: 0.U'F .. 9NN.SLE'1tKds1Gtt't/89LT3 A5CN.47t1. t'P�,1" - ,$9+9 psL^ `l FIV BLAQE" SOLIQ ,a HV `WINDOW 'tLOE DETAILS. ,°° " •` "g;°' NIT-S. Ft i9QA BUIlQ1t�GODUNQ Nrgft"Yelo 4y Ilurrrcane•lone R lk j�r��iii,,... P 2af ,FastFttiv MVAL SUMP,10C, BLEW HV', --> �m,ordzan Shutter System;, 1l 1■ 4 I N C . ■ ., . . BiADE` I W OR HY YNDQi{E1ACE H Y # / �} Atn61ICGff Shaffer Systains tv acsomem, vATE aaAwat an mL yI` Ti111T TEST1NG,dc ENGINEERING GGkPANY'.,. o A1EQfi — e ttu Stu sti se Sex av &+scnnaaa 7Ld?mk37i" Association, Inc OLD it-tea '4/13 115 WE a/�a/ts Pnont' (3117, 5117tRMaX ncoocot (n308)877 ts37 4268 W6stroads Onye: z f�`•.QRIDI� ��tr a mea ycW6sk P4fnt B64o' f1 .334x7: P"Nq No s A.L:EIy��`g' wwtra� '��P 15 085. ; iaaama ue y Es7e ff RE/DATE: 'SHEET e,e': m/s�mtlu ; sOF zo .. ONE SHUT(EKi flt.�SHALL BE.USEA AT'l OF SHUTTER SPAN ANY t OR 12'-ABOVE OR' 2 qF AN SPANS`UP Ta 10.5;AND PDR tNST 'AWt' . :. - (D.EVATON FN tACftar `tAAY BE"tISEO AS AN-INSIaE OR O#ITSIi71:tdClC ATTACHED•sTOONR, CfTJTERilATES w/(z� s/a r2a <s/2 taraG•iur rieaD s s us iocanaa of Locsc sKa�SE:— SH (N(�caT�o om Ull EMAMM. . a 1ocKs: ;OR MAYIf3E:US�A5'AN t� OR OUfSIDE-LOCK.CQNHECriaN lOCI(S TO, i 71;S:t .'. ... .. OR ;-SHALL BE hS DICAlEO'ON NOTE;(t) ::.. LOCA�Qlt OF LOCKS . t K� ; ,� �„�� Nflf. IREO'A itRRaCAtaE::P051RaH 'BUL.MAY I 4. 5 �1 Y✓ ',Y J': "` B£USED tf' F3tRED�dHNVCE SH_UTTER;PER MANCE cocKING,RODS 6t2:AN ALTERHATTYE iICf I[ MAY'A150 Or U5E0 AT STACKING POSRWN,(RON'NURRICAN6 f>OSIJitlN}; dNE HU LOGK1. s B£uSEa Ar GQRNEa crrtiER PAH p^ . . AND:PWAL,IADONS:AT .: oR INSIDE LACK AAS ncMTo 63 CnR CENfEHMA L / t/F E FlAHFADS.S.MTWO LOC}QN t�...{�. ; ... .. Ba77OM S#WJ:BE DETE MD.fTCD ILS.PER SC11iRiUMS,� tS6iGWM ON SHEER. `S ."_ .. TOPr DE UfiER' ATION fifAXpolfk)SHUT(ER;5PAN - .. . '� ONE ALTERNATE FtJ 4 MAY:B!:LISEO Rd LIEU QF HV LDCK �"nr 'FOR ANY SPAK,AND I TtON5 Ar ANY ELt:)A`110Ft AL, TE LOCK "MAY ,175ED A. NUM.OR OUISID£LOCK;ATTACHL+ENf S.S.THnt18SCRRY TQ,Q}OR:�CENiERN,ATES SMAl7.9E'MA9E WI�I4 4-2ax3J4 ACUM. j` t @ $ RP1WUf A5 5t1fiVtJ dN SE>DOfJ HVE SHEET 8. LOCK SHALL.W USED AF tf2 OF SHUTTER SPAN;ag Two St � .. s� 8 UMMA ORr CAHD111DN 1T PDR Kt'YSrbNF MO can A11 ONE FN l .'ar cr'�SHALL.BE. .. . BEU S'P 0 t1P USED AT:if2 OF 51<UTTER SPAN faR ANY':SFAN OR:92'PDOVE:kTR`B0.OW 1J2 OF TO!3B AND FOR iN§@LtAT�NS:AT MN f1.EVATION HY LOCK�.a{�� tdAY USfD ID£ R o�rsln -ix.ATTacHED T�" +ar 'sneMErRICAL.iIST�xMM��TEs1Yf(z� t/a� 20�1`T/z LONG FiaTs M.S:Li3G+t119N at-COCK StlnlL,s>:.AS�tND1CF+TEO ON"TYt'ICt�4.s'MtaR Et.EYA1t10N USE�OF'L.pLitRaG•RirTIS W/ CdNNECitt>tit OR ;SOP AND BalTaM tS.CONPLErELY MANDATORY'.• .. ., . 9ETAD.$•.OND r, 'E X 1 :. 7 K .-•l X - P 0' k -Y W % .•.:: ., .. , 989IM FUt:L. 11 * � ./k .. .. , , ",. .. ._. NOTES ON:NV T CQ,CJf,%,ANp CEPRERMATES ; QF CORNER t.' . CEN1ERtJ1ATE' ONE ALTIs'tN M tiV 7r,LoC+C ttAY BEI IN,lJEU',F 111"LOCKS OR: . FOR'ANY::SPAN m r oli on l'0 r .m 1!`�AL(AT1.QN AT,',Mf EIEVATIQtJ::AL NATE LOCK Y 6£.ti$ED'AS•.AN WStDE OR ID£WCK:.MACHMW � OF TACK -INCLUV DS4{G`RETNf,O a,LOCKER AS SHOI4TJ ON SECf{Odi 1fy'G SHEET`-9,WHICH NU51'!3E'. : r wt�m,�;:/xs'ott' !CQNNkT:TETi TD CETR17it,1gTFS+t A?10 Wf t/40 2b x i'i,{2;:LOVG 5.5.'CHn' OEO';ROLT Wf.'7f84 x 3f32': � tYINGiiL[T OFt W/:.T%4 p 20x1�raS1dSHFp A 1f4�.bx 5j8 iWNCtI LOCK t'lY BF iMSfltLiED AT MIDSPAN OR 12:t lJ °"6�•,(7 '�'0P` tdNOMUM ABOVE D,BELOW:MI AN.uSE'OF 7y0 tocKlNc.ROt3s Top_. ::Is:uwYBATORY, OTESi ONE AL1FRftATE HD LOCK .MAYBE tLSED iN LIEU 6F TYPICAL {1) HV BI:ADE SHUTTER ELEVATION TOR MY'S!AN AND t;$TAUAT4Nr..AT AHY ELLtistpait Au ATe tw Iacaa®MAr�u�9 FIV 1468:r Oft .. _.. .. .. -- -WAN.RISPE OR,OWSV LUCK.•ATTACHMENT-OF W LOCK Ta IS Wf 3•d8'x 3f8 f tL SS MS,.AN9 111Ctt)aES ,NTS.' t77T tt15ER'T> as SFirgYR!ON,SECTIONS HD?- AND INC SHEET't0,Lt 2:(tAY DE Dt:tAti!'.O a ; M9DSVAti':aR T2„NAkiiNM�ftAW OR AHOUE�MIDSAA4"USE OF LOCK163G RD£%.{� .:.: : . ..15:COUPLETEiY Qffi6NAl�. .. ... .-. 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SNEE f °�h�411 �t}RE/DAf£ a 9s 20` •�y�u�,unN u�`i:aiatxftotas oa•.IJSE' ( ( KBOLBIADE-M: 'I.Wtt A.Ssp.O=t7;:P8fS5Ur&tznaik+too.:- Iia a414. : tm( . z-uAx;stnnTER't�PAat;'ss- AS+NF3;E,AS F s7 -OOR,nr Rs Ao s arr we TM'M ENO:, "' : ♦ ' ' ♦ ;� SriaN tNfOtt 5 iioi'i6O . 5.(A)-4tJ N7t37OYi B1R2E I�jl StUt1;DtBY (3 f}iq&S)tTNt�PER BCADE"AT�A{2MC4n .....,.. ,. *: VAX, W_D.AT�ffX� avi � - ♦ � � :• • �i `� -v WN•.3C�t'QNF �P1L��6O7tQlI�EDEE.AE.14d. . .ALLOCN FlLV7E '' s � .��BIRD£CIIMplGOUT fTtay.S7A4tERS AT ENDS tARY 8E tN (D)ttiv urtNDow ussz�D5£D ALlEFe3hFf xa A,soim tri t (7i, �5.; .. .. : -. 7FtAOCN31WT @HUnER'5�WIDIM'•_. (6) .. .045MILM 9lA1t ALNU15 Y1LACENT:.m.:A;SOLA";Inc �, r=' ,_ .< .. •� SADE F:..T EfME72,St0E'aF ltk�t... { F '-. .-.., . (�F"'tX.YCAR8OtJATE FN;t49KbOSY HAIL D�YAII,®5O ,TASBYt%OE..: ,f ..tAt€Ci1iRi = • • �g ♦j A , 'I}iE`DltE78oft'OF 719E OPEltPt✓^. t?iiOTfx7E71:-. n7NDa4rtaJSr fiE.,_ }F5� ONLY:42STAL[ID`AHOLOCID:D..US[!A+:A tN SFRitBO.TOOI :ASS4 t0A11.5�SHEErS � .._.. ,. :" � m .. 4 .., ...• SEE tINt SP SOi ONS I E- :AHCF ACQMx tTNN.E FOF BtRNdl..D tlfo Y1i%14 iRAN.... BDA.�tiGS Oti;�IEETIS.AS tIMRED Br SPAN Ate.oEsamt lO!?1(SEE:NOTES.. a « 7 SEEANt .SP,ACBiC SCYEDtiiLEFOR DrSTAIlA7tiNJ5 DttO F'QURTD `caNct oR,ectiE ttLactcF�ou.oN stiEErsata�ta.ps uwr>:a ee .<. - ..:, ,.: :-.. srgN.Ate;pE�txO:BOAC(E�nO7ES;t"ac¢/tAa E)•:. .. - MM SEPARAfl 10 4;;S 52NrDUL;>F'fR'Assu . {�ttux F�t'eEaustouErrrsj .. _,. . ... . &Nit+.., -:.�: .:... :..;. E '194fi: O N ' TYP TOP do BOTrou ..yr ��4f)i 'ZD WND:ZONE 18NM1U SEPARAMMt TO MM Ld �I Ei%ATION aax Ta aA s 'E185f1t7C GtA:+S .SQ•EDIIIE d4 9EET 1/fOft fAAtIE(j) '4., .8:25• A*4 tXi`ItBS S4E FT j, (Q} rr s • _ oPA�ua catrEau�37 ?2�'f.�: �ds a tP N. .. .. Ys!2 OR" AND . •,��:� ��"! �...*--^— '. ( y 'wo (. NOTE 4 AeavE) ELM[ 1. •. q , !!: Noa, OLAM Nrs. FLOrdDA:BUILDltG`:CODE'Dori High::Yeii>�it-: Hurrr!66 ie.Zone "2015 EASr8N 4(E(Al SUPPLY INC- ROMA. 7kt �'P' �,�c� �= Accord,�ori:Shutter System.: A S.;S.A IC wi wigµ . f ,IJ TituT,TE5itlic,to e4resNeei Nc cost AN4 American Shuiter sydems �v;' o vraa WT8 Yav'aY, ut'. 6 4TAT�d =. ca5sitti 3anl st sa SO5 wndRli Ws rtS ren tSs7 ASSOCIt]tIOt1� IRQ .i DID 71.792 a/salts DAM, 4/73/76 .: r� ash: {sDslart='Isw Fm•:t5a5As?+-i�si; 4266 Westrzsods DRAWING No F a mmk tatecmvcaLegm West Pct. 13eOoh. FL 33407 3 ♦,,��ss�oR(a 'G\,s' nt'��:'P . 15-.085 $MEET P.EE. ATE e 9 OF`20 ►, a eso k INSTAL IONS W1� HV �L IDE & HV CENTERM�t"TES ill aass : t' ' vwa�s IW METAL. STUD WALL S .* E , t. ac Q 47 �o A7S':, tjc. T/4 gi 'NOMINAL.: ALI� j� SLEEYE ,,:.3`cAtvt rReeuSxrcK:uin. .. _ -Nx, .INSTAL!- :6463-TM5•A4,6:t9Y' ._5)ST 4?'IQN• TO META! MID:WAI�S` .ASfY Mf3'3'CRFp£ap Uin:`C-� S0N GI.A'3S SCHEDULE, x 'ts).la+/r>ac screm,oN �. oasntiG-tunot, .' t. MAX A:SA DESIGN PR�URE RATING:.t75 -,'75 (Ps;). EF'AI2ATI ri'raaaie:m:o0aaot eget as ticnetF ,.. IiINiMLtM $MUTTER SPAN 84 141) ZONE ;Ewsitrlc#tnss` sapaswTroN , 3 ALLOWED'MOUii1 Nib MS bN,TNIs SNEEF.'. T0';TDI#SS 4x• .. (SEE;SCS{fDUIEj. f-A 0-20a�,BOT . ASTM 96 4'0� YNTERblATE 23 Wf;-24 HY LOCK ARE ALIO iE t THRU 3 1" �'.. MUST PENE3TWTE R)_ :.1.. WITH ARRANGED A - METRICAL:LAYOUT: s: Usk-,00'0), 3 .(s LONG MINIMUM:MllsT ALSVAYS BE 4' w: �ks:.l/aS:oms•hnuc'ton:i ExSrai�.'fae+ t r. INCLUDED ATIQR OR,'tINTER40R ACCESS SIDE QF 3.373 '•C GV.V'S7E'E4 tRApt Ot4+NE4' A5`MPUCAf3tE - ..• .. •. .. .. 25G tlSfl' /srN a-rac su,ti>x:.c-so 1 +,w.l CENTERMATE. WLVlJ6i'EO:PAtRt47),TO"YIi�^>' I .. ... . ar.Ls /e 9h'ttx scams off I 43c 430 J-- m .+t ocrsaacat fau o s.'oa o s as $ . s � i/4 0 20 7f1RE10S•' a �l #?k BLADES pEfiAIL:HVF IS'ALSO VALID FCIR •• W. ' , Ff 2 Y 8 TERAUtT t2Vt}APFLiCfiTtON WI H BLADE,Q 6 �' •5c I tl?:eras i4t^rc ��.. dab ' CnON Milt G LCn -WA ss3 "sa 6 OC MPONENT tcn, -so.cuYMS''Wiat1 HEi[DER SILL 1N5'Ti4LCATION eo s _ . e2TAesiva at,s oc Aun. r�C firEstt'AS'AMCACiE� SCACk"3/8a't- (um 70r&s07mm) ' ..... •....�. .-.� ..-:.._ ,� �......,® - 1,;3/68.1.4"x aa35`'SI�CK�Wry, '� at+r�uv rRnrat ras+u+,z+s1. + � .`: •. +fit -+...•• ,�:r" v ,a.c.y•. s ,. -:¢JdYAJi€Zt0'Plv"Yk9V! *"[17D5�: YMM�YCAI rasranatt,uawEs, w (x)d�'%z'roc sceEws'or� IG+ i + CYV i C TI RMATES YVl I i to: Su _: 2 ; 1 :j' irjtrr'roti.a axrsraort Fgc6 s N - G NT RMATES WT , � 1 ERItJ(s:ACGES5"5(DE r� I ,:I lF�t7R 11 (sE scttmut�' tow z;i1 IN 2' - 21 21 2cNOS E ,1 j6 itm9 (s•rs+n 3 24, ;stDE OMNE o:TMK (Con4j s.±%i-tTra T- '. ';}f2 uax K HyA SDE SLAC}C DE7AtL R.MDA:BUILDING CODE llbn.Hlgri'VWacit .1lucriednE Zoi .... ,. ._. . ... W2815 FASt£RN LiEiAL SUPPLY INC _.. . ' BERTHA HV' �i� 'G�YIt+�C ■. ■. ■ ■ . w17 A Accor i utter stem Kv a AX`fT w/cs w/o xv + rs r�e�oE ' = Amerlcun Sfi3,t#er Systemsky nesmvnest oArt oruwr,er M.L TlWT TEMNG do Ei1GU3EER3N6 AOfXPANY' tsssetr: s venawwo+s n u, AasocYattari, tno., 1. :.-.OLD tt-ts2. 6/tll:,s, 4/-tZ thaio (90.5)871-ssw FX 'tsas)8tt_tis ;4 &B Westrcads Alive•..,... x. .,D,t• F(�RtgP k, a mmlr t +- Wast Palm 6e 6h. FL 33407 3 ''i��ss .. .,.• �\�`�, WAL'lF R0. Wila.P.0 - 4 p 1 Go OYS; � ta=A tx 16a1c�P DATE s -.:SHEET %Of 20 Fldkida Building.Code Online :Page l 0f 2 �. I P C r"tt?t3Pltci 8Ct5 Home I Log to j User Ra4lstraugn i rigt topics ( Sutirn t;Sy'rci arg¢ stats a Faits Notations k ra Staff? f)CtS•Site Nap tnks ; <search ;. (�. 51neE 7 uo'e � n£� a Rroduet Rpproval tiSfiti t?tst?l!L.USgr Regulation m p,-n,f'.6 Aaurnvai Q,1;,r;F,{�J_ygf 4LlIP Sf.^�.',L' a+='h> �,¢!Pi-r-anOf!At,:>A011catfor:OOfall a FE 91 FL32246=R3 Application.lype! Revisfan Code Version e 014 Application Status' P Comments Archived' Product Manufacturer. Expert Shutter:Services,lnc. Address/PhonelEMail: 1625'SW:Biltmore.ST. PrortStAvcfe,,FL34984- (772).$71=1915om.Ext.1O6' taitexpert�aafc Autharixed Signature Michael HeiSseneerg eatle7ipert@aol:com Technical Ttepresentative- hlichael.Heis4enberg Addmex Phone/Email 1626 SW 8iltmor.'e:S.E Pott St 6uc{e,�FL 30.984, (772).}371-1915 EA 106, CallEkpettOaoLoom Quality'Assurancii Representative MichaehHelnenberg ,AddresslPhone(Emall 1626 SW 811more St Pbrt:Stiueie.FCL34984 (772)-671,1935 Ext196 canExpertfi�aoi.com Category Shutters Subcategory, Roll-up: Lomptiance met,Poo. Evaluation Repoit from aFlorida-Registered Architect or,3 Ucensed-Florida Ftoressional Engineer ✓ Evaivatiatt.Repo rt-Hard=yReceived., 'Florida Engineer.orArciiftect Name:who developed the Walter'X.Tllfit)r;,.P.E. Evaluation-Repdrt, Florida Ucensg FE-44167 Quality Assurance Entity National Accred(taVon ind(tA6nagemeni:Institute Quality Assurant o-.Contract EX61(OfICA bate. ilii/2Oi6 .. Validated By John_IiarirY kaanpman;t'7r, ^✓ Validation-Checkiist:-:HardcopyReoeiyed Certificate of.independence ��ft, C41 £•XPFRt- R tyAtiTlLt)>.R 3+Z3E�f;5:SHUTYE4� .. ., 'aY-TEm C I. mW 1S-C7:t.t:<ff Referenced Standard and.Year(of Standard) SandiaYear SECTION 1649:1.2 ASTM:E-1996,E-1855 2005 SECTION 1626TA5 2.02 1994 SECTION 1715.5:3 ASTM E-930 2002 Equivalence of Product standards Certified By Florida,Lcensed professional"Engineeror.Archftect Sections from the Code. http,//Nvww.flotidabuilding.org/pr/pr� app dt1,aspx?param-wGEV QwtDgvzRNL&5 40V..i8120120'15 Florida'Bu tding:Code'Online Page 2,o 2 ,Product Approval;Method. Method 1 Option D Date Submitted' 06/0812015 Date Validated 06/23/2015 Date PendingFOC Approval 06/Ze/2015- Date.Approved 06/18/20is Surnmaiy,of Products. .FL.# - -____fM0Number or-Name Descri tion' 12246.1 Nautllus.Rolling Shutters stem Nautilus Railing.Shutters stem' -- Umits or Use Iastallatlon Instructions .. i Approved-fa use In HVHZt NO E"L,.L7w'R,. It ExpFRTSHr ,z SFte 2L}Cc`5 °NC P1attC}t �-txb},!tNC' Approved;for use outside HVHZ;Yes. ;3.iikrFER 6va7Er t-:nRe 2;pr�j I dntpact Resistant Yes: Verifted By WalterA.;Tillit PE=4g 167' 'Design Pressure +160/-160.. Created:b Iriclependent Thli PirfV:Yes ! Y jp6nI0"". ther State Missile Level 0 wrnd zones 1,2,3 and 4(basic protection Evaluation Reporis ) Pressure raring.+30 30 p.s f,.aC 20 0"spamand+160 -160 F .tY R t A( EXEC t r 5fi 77TFP Fuvt� IN-_ Na tlTi165, ., f at 8'•0"span w" i/2 slip.S22 sheet5'15;i6 and 20 for additional It t i.}NC:-oH+t T'R'y +. P.F` DR4 C,'tS Qi t.[.iti ressures.artd•s arts: Created:b ilndeperidentThird;Pa Yes W. 61ilitYUs,::'1940 North M4nr4e Street Tallahass -L 323519Bono!:850-487.1024 The-State:of Florida is an AR/EEO employer:Conyrr4ht'2067•201i State of fforol Prtvecv ROMMent:t Accessibility S(tement gerlind 5t8temen) Under Vorida,la r.¢mail addresses are public records.-If you do not want your email address;released In response to a Public-records request,do not send electronle mad to this.emity'lnstead;contact the office by phoneorby.traditlonal malt:if you have any 4u0tloni,ptease com0,.090 467:134SC`Pursoant.lb Section 455.275 {t);Florida Statutes,*effective October 1,.2012,licensees licensed under Chapter 455,F.S:must provide the Department with'a),email address`If:the y halo one:The eiPeas provided may, used for oMtlai commubiGltion with the licehsee.However email addresses are.publli record.ifydu do not;wish to supplya personal oddiess,. pteasepravlde the Department with an omalt address which,cantie}rade avallibte'to the&blfc_To.datemdne tf you 5re'a liter)ee,pndeeChapier.455,F.S.,.p}ease .:,. .. ..cticR LS10... Product ApP,4ritrol Accepts: arsurit mvTRi:° x httpTlwww.tlariiiabuilding:org/pr/pr_app dt1.aspx?pararn=wGEXQwtDgvzRNLe5g40V. , 8720015 GENERAL NO1T ST &tJiCt10RS511A:L BE!ttSTAL1.LD ftRLrIWING,ALL OF 71E.$EGOMIAENDAT1OiJS ANC SBECiftCATtD;JS Of THE ANGN€Ht'S MANU£AGTUREFIR, S..ttAERtLUS'RQ1L`NC SHU"TFER S15Tr",AI SHOATJ,(kJ THIS FRCDtfC'f EVALt7ATIDN DOCUNEn7 C?.£.Ca,)W.4 SEEN 0. HGRS RECUREO FOR STGRN.BARS CDNYiGtions$HAIL DE A5 S?EC':•F'EO'ON APP4IWLE.SECTICN3 SK004 ON SHEET 9, VERIFIED F'OR COMbLI44CE,.IN ACCORDANCE"it,THE,2014'(Stk'EDITION),OF TAE'�FLD DA 8t.1tL1?I$0CDT?E, -3,aa8 o�c#'Tli ,AM-WS Mnl'k'tfFtiTLOICID BY POWER FASTENERS,iN6. NAN#W.:RDtUNGSFTIF?TER S1SRJIJ'S13ALL NOT V_INSTALLED AT Vraii VRiN,m NUFffio^ANE ZQn5(LP.sA/,=QADE,/apOWARC _T j4^Cx3f+1"SOU£-$ET'1JA`k1Ffi:iURED,BY•ALL,PDL'tT.INC, .. - ...._ : ... -3✓67c h'WIa:BOO i.-.JJANUFAZVRED;BY NXD;UTC.,: ,:E GN.ti1KD ROADS 5#•hEt BE-MERMPIED.AS PER SECTKIT 1609 OF THE Alit a&MENTRVb COU- -Sf10 m T!FCDN LtAFiitFACri1RED BY tra,90004@Fw FCR'A BASIC WM{O,SPEEO A;.N KRRED SY'TME JURISplatt`AN'WNERE THIA t4AM RS Wttz HE INSTALLED: M,N'Ei.1M 1:OG C;StA1sCt,ANA SPACRTG;fDR.ABOVE JAE1M 3OQhET?ANCN.DRS`,:StsAT.l'BE�AS tDTD61W 9EifiSV OR;AT Fiti7dE N-:FrP1C+NEp'SHI;ET: FOR A'DRECTWIA,LI#Y FA^Ttr.`r'-ttc�D,BS f3S^NG,A E 7--,,10 FOR€tJSTALLRT NS'tzNi}EFt 2010 FBC, .EDGE IM E6 E AND,CCA ES ARE BEYOND VE ER71()€ D c.CAL. .. ANLL S7W.l NOT EXCEED TOE wMtlutlu(A.5.C1;)•DES'Gti PRESSER£RA'TF1dCS:LhTiiCA,7El7 LYt SHEET$1:T IAV 19.&,2J 116fi1.•:jb;. .. ENT' ,EMMM 'IN ORDER TO VERFr THE A06VE COHDDTON,ULT194TE OES? WIND LOAOS EtEIEFRIINED',P'M M"t 7-TO GROiTf FILLED:OR. SRALL EE FIRST REDUCED TO'"AB.D DESt N'WIND'LOADS BY MULTIPLYING THEM BY 0,6 IN VOER. 0 MCH00' SPAw14R:p 1003 '•EOGE DISTANZE-V 16M� CONCOFTE -CONCRETE BLOCK, TO COUPAR_THESE W/MAX ,(A$0)OESION'PRE,RSURIE'RAPNOSr iHDICATEO 4"!^atiEETS 15 7HRI)IS&.20:.Ttutu 26.1 *'it? 1f4 CALK-IN S 3j4"- 4.1/2' '1 1/4'(3DQa:F_") ..'NOT ALLOWED Ly'.LSRDER TO VERIFY TWAT CCWONENTS AND ANCHORS.ON.INS-P.E.B.A$IES TED SrER�.I`TOT:.9YER S?iTE'S3Ei1. i/d Cx3j+"SOLID-SET 3' >: 7/e*.13000.Fst} NOT ALLOWEn 'A-3LT INCREASE'iN A.LLOYtAEtt'S7fif5S;FOR,WIKb L?IaOS MTAS. t¢j:USED I1J TNst#2 ATtA_TS15.t'ASTENERS 3✓6 a KWtx 6CET"iZ .. '+• d' 2 ij2'{3O"..D;ps) .NOT-ALLOWED,. SPAw'"uJG5 TIT Y,JTA?€T HAYS BEEN DEIETiMTNED"IN kCCORtTAJJCC•.TA tT4 N.D.S. �3f2, "a✓Tfi'#'Tt Dt+i Xl "J`3j# 3?jd 2 7✓a_.{2@9R atst). 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'GLASS, STEP 3;OBTAIN INFORMATION ON PRODUCTS'SIDE RAIL ANCHOR SPACING REOOIREMENTS FOrR... 2:ENTERTABLE I ORSHEET 22 W1 A,S:O.DESIGN LOAD AND STOAM.W. sOACit id AND DECE.RMINE CONNECTION TO EXIST€NG'STRUCTURE'FROtd ANCHOR SCHEDULES Ila,Vb&Vb'.ON SHEETS 16' MAXIMUM STORM.BAR SPAN(HEIGHT), THOU 18,ENTER.SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A S.D.DESIGN PRESSURE RATING;&SLAT SPANAND OBTAIN IAAXIMt1M AfdCHOR SPACINra 1.ENTER TABLES P OR 3 O SHEET23!M714 A.S:D DEStGNPRE5SURE RATING AND STORMBAR. (INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECSr $PAG€NG AND DETERlMINE APFLICASLE OPTIONS FOR"STORM BAR,CONNECTtONTO CON3CRETE TOP &BOTTOM;OPTIONS PROVIDE ANCHOR SPECS'ATANCHORS TYPE I,EGENp FOR VAR#OUSANCHOR' STEP d;tF�PROpUCT INSTALLATIOFI INCLUDES STOFLM BARS,;RIULLIONS OR$TOrf4 EARS&':MULLIONS;THE TYPES,COVERING;PERMANENT(ANCHORS A&.D)OR'REMOVABLE(ANCHORS B&GZ INSTALLATIONS FOLLaoArNG MAN€)ATORY ADDITIONkI PROCEDURES ARE APPLICABLE, .&'A CHOICEE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON t:A ANO STORM BAR SPAC4YG. PROCEDURE aa_IF STORM BARS AREJ)SED a,ENTER SCHEDULES 1a THRU 2cON SHEET524.25 825 titilA.S,p.DESIGN PRESSURE RATING; I.MINIiAUM SEPARATION:TO GLASS FOR SLATS IF STORM BARS ARE USkj.SiKL REBASED ON t9AXIMUM IAULUON SPACING LIAAX.,12 8 OR 7),AND DETERMINE MAXIMUM MULLION 8PA14 CHART''Ic"ON.,�iFET IS;IT SHALL:BE MEASURED FROM BACK OF SLATS TO GLASS: (HEIGHT)Vil ALLOWA54E INTERPOLATION IN:BETWEEN SPACINGS FOR A GIVEN(0,;.ML MULLION TYPE 8 MULLION ORIENTATION: 2,ENTER TABLE I ON St iEET 32 WIkS:D DESIGN LOAD:;STORM BAR SPACING AND DETERMINE rl,AXIMUM . .. 5,SEESHEETS'f0 10A.II 11A,12,12A,139t3AFOR MUCLIONCONNECTION DETAILS A+TTOOP& ALLOWABLE STORM SAR SPAN(HEIGHT), -SOTTOM FOR FLOOR TO CEILING RAPPED)OR WALL MOUNTINGS CF MULLIONS INTOTX?HCRETE- ' FOR A fslyEN R1IJLLION TYPE¢tia,��I �3>. 1ENTER TABLES 20R 3 ON SHEET 28;WiTH hSp.DESIGN PRESSURE RATING AND STORM BAR SPAC€IiG ANO:DETERMiNE AF PLICABLEOPTiONS FOR S fOjtM BAi2 CONNECTION TO CONCRETE TOP'&BOTTOM.,OPTIONS PROVIDE ANCHOR SPEGS'ATANCHORS TYPE LEGEND FOR.VARIOUS �"PROCEDURE PER STEPS I THIRU 2 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D}(}R'REMOVABLE(ANCHORS 8;&,.0}., STFIJdTURE$,k SEE'SHEETS 20&11 FOR UMfI'AT16NS APPLICABLE TO INSTALLATIONSINTO.. INSTALLATIONS&A CHOICE OF 2 OR A.ANCHORS PER CONNECTION DEPENDING DN:COAD AND yYDOD'FRAME STRUCTURES, STORM BAR SPACING. i BJtLPNG L°bE(No.$igK.:ioxit" IFJtsit �.7 i nq,9 »yta \4G SF ri oaarsnires r,. N Q,u t11-u s • iIr M s p/7Y? �: Rolling ShuEftr SysEem a+;xosws ' ' 9ma: _ CATE vaur rEsnxt♦h Err W(EhM„COMPAW. EXPERT SHUTTER SERVICES.INC. aT: � fT ( Nai �:YN 1M ax k M ftM5 n.ax to yi�•}d1 c� filOKta� ��4p� o.,�..cr z`sx x t�o,e tas.c�nn�s-s>so R ar roa st lP{Gt rVL:Ir3n4"s.a aa r»Dass tsaar r-Cc71 I=)>a iwar!0 fxC triP oym R 4 �", *a'""°' w Fr. azr .'i L. riEsAt a&..{as n . as s:.ra w . wsLsis Or os . t SLAT PERFORMANCE CHARTS.IAS Ib. Ib' & -JC_ (0ftY VALID FOR la"SUP) FCIR h GIVEN A.S.D,DESIGN PRESSURE':RATING(p.s.O,PRODUCT ttOUNT CONEa IDN INCLUDING ANCHOR TYPFAND FOR iNSTACI:ATIONS'-.Wl0R.WTO CHART I8 CHART CHART I� CHART 4C USf:MO®IWAf3byLijE� ..,...... . ANONECATNE'A.S.o:4.QfD: -- - um NAPii POS314£:AS,O:'Lf<D YlWE ' 318 0 WAK BOLT 3 ANCHOR 5116.0 TAPCON XL ANCHCIR. 5716 a TAPCOhi XL'APdCHOR POUI.ED.CONCRETE: to rcuxev car aez a ra c rr.txun <caNcfr ti acr 'MAX.SLAT SPM :MAX., .. .. AH MAX..SIAT SPAN REQUIRED WN SEPARATION 10 GLASS. . AS.0 "Llux'(PT}. *L. Akx tAEASURElT TO KICK OF SUIT Iln)- , 'iFt+AF.m DMIGN MWI-M gip="rr .Kut. Mom T-1' : x=wr 'WMA. t7Vwa4 %=-ow mm-ma W/O stow/SAM W/siaRu ws PIMURT srxnet t slr cra7a3l;wl� laxer[ x1Q tntxls MTM : x7Hf wl M7r0 LONE ND fnND 2DkE slr lams+ t • *, c wRs+ .as i ra;*,.:�ta7rx.+ imus+ su..tw7u* $ae mtsrKx* * .srz Mmes*. 7»y y !-a 4 304 "20"-4. 75'-4' _26'-0" _YO`-0 .10•-P' _!S-4' 8'-0" 20`-0` 1Sr4' -18'-0. '.L5.0 ,td 0 18 3 .2Q'•-0 _.,.7II'=4 �20•--0 -0 Q. '!^ 20"-II 15.0 X16'.3 t4'-Q'-i 4744 5_. .-14, ;X50 '1 -$ !"" 3z 2 6 7"......... .........._._......,,--.-..r. a....,,.... .454 20'-0 -18'-0 ..19'.-4 15'. 3 20 4 '14-2 -9 17' 4. i.t 2 ig'S " tk }fZ50m r20'-O7i' 10- 16'=9 !4'--2 t$'-i .!3'^�1 .1h°.•14. 14-10__.._16"2" 3S'-i '72-8 .13,__.,...0- ,.....t' - :f9.r 2T __6' ,.._7 .. 34,-8 15-8 _73:.-4 " ,_,!7', G t ;Mt l:.,._ -t2-t t5'-d' 12'„�d t2_-0- f0"-8". ! 14%112" 8` 7 T4'-r Y2:-P• tE`^4 . .:ti`-8 .. 13'-2 Tt`-5 14 [ ,y ti 8' it'-4` t0-0 d ..,. 14 1 [ 6� 7 ......... .w._..,._� _ .... .... ......4*- _. _ _ .,,,......-_....,.. .._.� i0'-1i. k3� ? _. 1t-0 .. l0'-}0 4�'4"- t' 38' �6r 7".....:_ 6 ._...... _.. _... 1.._...__...,,--.... ... _ - _.,.,._...« ..._ .... - .,......_.. 10'--10.._.mm _.,._.-....._.._.,, .._.._......_. ...�,..... .._ _...... _ ...,..M._.,.._ 15'-4 70'-6 �11'-- !0 0. e• '4-3 !0'-5 4-3. ...'$44 7{'-2 .0'.--.i ,r02 8.-'8 "!2'-6... 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T"0 4'^4 7-2" 8' 8 ....: :"0..,_ 7'..2 7.D .w„.-.-... ct0' ._... -3 8'_2.. @' - 7' 140.0 :4'-3 Y'-!i. ,5•-<` i'-5" $'-3 'T-e '.6t-at 8'-0' _ ,_t4.._ .0-4'„p, 1' 3.0' !g`.-10 - R'-2`' .....,.......,.,� 150,6, 6' _ _._...�.,..... ......... 14 _ _.. 158.0 8'-S" 'T..'_7Q'. ._4. 8•-.1` y_2. 7':: 1" 10."� 160.0 5'-0 ;7'-5 8'-t0' 8'»P` }'..{r.. 7•.;g' - - 5" .t0• _ .ry.. 3K . i;AfiOVE lub;CATED WX, SLAT SPANS MAY HE ZED'A5 LONG A5 ANCHOR SPACV40,SCHEDULES,RN S14EEM:17 & IS INDICATE THAT .`� �tA�371((xtrr"' ; AN ANCHC'R SPACENG t5 AVAILABLE FOR THE CORRESPONDING:SLAT +tit r SPAN AND A5 D. D€SIGN PRESSURE WING. :`'\tG, ...�j. �y FLOI;laS g ROUG CODE(Nut MsOG eux'sty jlurr:cona Zone) 2. REQUIRES SIDE RAILS FASTENED TO MOM,STRU-.IuRr WITH n'��t f l�t� 3j5'I Kmt(SOLI 3'NdcnR.CR;spmi TAPCO*t XL AsNCt1;}R.tN30 - l�f d ras 41=0; CAN P.M Ci; GROU-t PILED CELL:COSCRETE SLOCK; OR FAD �4�6� yw ,�.Rctitttg Shutier Sysiedt UAf,pjis WITH.i{8�{"TEK 5;.""REWS At ikUWOSS,,C aNECt€CSN.VAL16 M4 ��^��%�"'^"'L.`�'"`"<-' '-� t h d -c o l irc:=. .. � WALL KiOLt?,'TED. 'RAPPED MOUNTED.AND"E#'UitD-t3UT ss.OUh`TED, twt lasn�rc»m cl+N7nK8treM y9MPANY . EXPERT SHUTTER SERVICES INC. a ..••O`"�" 53A ' t s. .7�n sa m aarma+*.a'V,ms u.+a tLIG '.ki.'BKSW32{S'!xFC r 4.*..� r'"a'a,txaa>' are.ao i_k>7 fnc53 ST,tUCtL 1 StS±t l.i-£}71 3. Nt?:€muu SAT SPANS MRttF1ERMEOtATE LGADS 1'AY'BE DE'rERWINEI~El'"L1NErU2 :NFERPgtATiO[J DeT,WEEN ENP VALUES; . .[" \ � ra x,.wp r^axxc ta»l7ia•sxie rar 7r.l,eae.:vz. i MAK.ANCHOR'S SPACING.SCHEDULEY'a FOR A GIVEN PRODUCT MOUNTING TYPE;:`W/316'0.KWIK BOLT-j,ANCHORS TO POURED tONCRETE WA A S_D.DBStGN PRE8 S kiE RA NO St,Afi SAAN RANGE t wALL.MOUNT 4Nx AsaL SLAT'SPAN`RANGE OEM' PRESMM ,. RMM (P� >q# ca 9. _ P q ^T 9. �'"9 9. 7 ,V S 5/8,.. 8 S 5/8' 5 5j8- .-iGiT '�tiitl rW_SPAtr `MAX:SIFT SPAN:FOR A. ast.�lm u• g S' 9' ,9 _„6 1;2,..... f5' '-GIVEN A.S.O. DESIGN >ros PRESSURE RAMNG:.SHALL 2tEYF8'EXCEED MAX: SLAT SPAN INDICATED ON SLAT PERF'ORi.e CHART ON, SNEt-T'13, ;TRAFFEU FttOLINT . wa. SLAT SPAdi RANGE ;alt PREMMI, >4-12't > tz'-.is't. > 16'=2q't wm {vim >41-60 91 - ._...w:-........ ,.._...,, BUILD-OUT MOUNT IcM AS Q. SLAT SPAR;RANGE i:D61CJ1. .. .. 6*.7''T -:>Y=9`t,'. > 9'-12c t ... '>'12`-I6'T > 'c9'-'2W t 9 a. .,:,.9 9" 55 9" 9 ...° 9" 4` O__...._..........9 B 7 7 7 9 as/E >M-40 9` rg' S" .9 9"... :T._ag.,»... 4..�_..- �r ..�9 _._"9 9;_� ... .9�..._.:g 9 9' .7 w : 5'�/$ 5-1 5 5/8 .5;5 � :s/e 5 Va g.S/$ 6.S/$ - s 31a s 3!A 5.s/e s sFa Ela'"s We - - e 5,S/5- .6 1/2! s 457 n;/s s/o sls tCS t20 ., 9" -5„-,. 9• _. � ....._9"_ ,."°�} � ._.9,.,......_ �~- ,.. - .- -.. ... 121 4: a'i/2 i/:4 " a s Ufa 5 5}s s Ufa _. 7' S 5!&. 6 /:4- 3:A ArTit rpcfr 6kbA SuVLO 0"GCfDE(T2atr IFI YA?a^atp.B,:rziannr bane)" tl J 0=,• ta200 Cr [ ;y¢t. Nuutl' us fesL C �r RoCEKcq Shut:ar Systam anjachJu' DAIV EXPERT SHUTTER SERVKES INC. * c - u+*ttsTwe a theNttaiwn car,wr tE29 sw.�."uq�+sAM Sse�et 1y_ ,.r v+�a.txr.Ftc .zu:c«,txar;c,-wc O71 ST r w : e-nrsAdYaSw3cx�.aes. Goss S,i;: tez)o .Js28t �� F P W'* ta•muarts � +ro- tea w,-nrtart�� cp.�rcs F> 4%x'4'" arir45-r. ci4�a�?:r..(se s.7 ..anti.. 'sHccc to to xb.. r . tr&atflpritt�- MAX.ANCHOR'S SPACING SCHEDULE Vb. FOR A G N-SHUTTER MOUNTING'TYPE W/5/16"O TAPCON XL ANCHORS TO POURED CONC TE WALL A:S.D.DESIGN-LOAD&SLAT$PAN RANGE: fi. WALL MOUNT Aso. ceaaa ' .0'-4't >4'WS't > 5'-S'2 .:j 5'^7•'..t >'7"=9'1' ?9'w:k2' Y't2'w18'fi ?' 46'-44't z 510:. +&°' 8" .g. •ar. - 'or •a.. ..lf2 b.:�J2•- B. Sts so' a a S" 6.....,_.... _ w fi t34g; .4 2" 3 3/4 e MAX.,SLAT SPAN FDR A_ ___ _ .._ ;__.m.. AT ?83 tti3 6 8 E. 6 tf2 5 3 3/4 3 3f4 -- :_^ CrNEN A:S.p: DESfGN LOAD _, _...._ SPAR 4 1/2" 3 3f4 St#g1i: R E7iCEEO'NAk.. SaAI'SPAN INOMATEQ"ON .:3.3/4`. . - •. SLAT'PERFORMANCE >tcx=tC-U a' &" 5' 4^ 4' - - __ ON'SHEET SS. SLAT $PAN DEFT ITION TRAPPED MOUNT SIAT.SPAN`RANGE i [ ,�, q�-�4•t s 4'-s•.t r Y y 5,-rf t .Y ta'-ys't i 10-20'1 ar4tns:a.. :aaa' 6^ 6" S' 6"' £ 6" 6" 5 1/2^ rri 4 3:r4 ' - T:t41-:asci 6.- ,6, 5' 3 3/4. 3.3/4' - - 6UtLD-OUT MOUNT SLAT SPAN RANGE pita 6'=4'fi > v-v t >5'-$«1. >�V-•7"t- Y'?'=9'fi- Y 9'-i2't >.r,2'-Y 6.1 ? le-20'.t. 5.112" 4 1/2" 4' t` 3 3/4" _..». 8` 6' 6^ .a•. 6` 6` $ &` s'._ .5' S 4' 4" 3jt-.3 3/4 3 3j4"3 3/4` 6" 6` 6' "6' 6' . 67 fi" 5" 6 6_, °' .W..,.,�.,_. 6" 6 6" E' 6" 6" 6 8" 5.Sj2: 6 6...q ._5' 5 F" 3 3/4" Sf4" - }3!4 3 J%4" 's9i-a Ma 6 -g .6. _:s" 6• 6. 6" 6". 5 3f4. 4 tj< 4.kf2"3.3fn 3 3j4. .5 3f 3/a ,:3/.".'3 3¢4' ..._._... ......._. ._ 4lE 4 1/2» wi , v,.`s sja s»'w°s _ .2i-i<0.-- 6.._. ..'6" 6": ., ..-:5' 4 & 3f+ 4 =,{4 3 aj5 41172"' .-_+'k f¢ Z 3/4 3 _�- _ _..._» o:r��-:car : ,s' iz" s• 4 .4 a/2' E �`rptl,iulilGrr{ytJ FsS}R�7A Hta33A:?iG Cp�{Nar-R'�h Ye(av�"F;`Tanritetstia.2anej� � R �`� � J Rq� oxo»^9.tick,u+c v�naartr: Nautilus --�,,, ", Rolit•ag Shuttor Sy:riem, _sfio2;� n.a..r.acsama a[tacncta+w Can"Rm EXPERT SHUTTER SERVICES INC. Sw,`sit E s'�€.v �. 9'smr.` ;p•, STATE w mw urcz zoar a•n sass.+ 2 XIJ"21 j Sfl ClU.W?.h kN74' 15.9.4'^52 T (Te2!Cfi.E'uY diPAM}Xr'Na 4ir� ;vt+ i£ iVIAX:.ANCHOR'S`SPACING SCHEDULE Vb FOR AGIVEN PRODUCT MOUNTING TYPE W/5/16"0 TAI'COWXLANGNORS TO., GROUT FILLED:CELT.CONCRETE BLOCK WAi I-A S D.DESIGN PRESSURE-RATING&SLAT SPAN RANGE 1 WALL MOUNT t ach SAT SPAN<RANGE ".PMM u'-4't s'-51' >5•-b''t >:w-7't :>:7'-4''t >V–f2'1 ,>. 12'-IW t >`18e4W ,w4c Op if.) ":8• :8». 8` 7 ... 4-t;f2� ._ 7 l7i 7 S tJ� 7 MAX.,SLAT SPAN FOR A _. _ _ .. SLAT..... $ 8' 7 Ile' S" t – 'SPAN GiVf N AZ.1}. DESiGti . ____.__._._. -_ PRESSURE RATING SHAlL :OW-120 8 r tJ2 E• > - _– Cc^—�^ Q.EXGEEO MAX: SLAT _ a _ ._. _ _..... __. >iat-tap 5" _ SPAN INDICATED pri SLAT PERFORMANCE-CHtRT ON, SLAT S.RAN t7E- TION SHEET Ys. Tf2ARP.ED to OUNT. o, SWT SPAN RANGE a'-aPY a,-5 t >5=c^:p > �`-i t > `-s't > s'-tz^Y > tz-z6't. > IV-2w t tuvc�{p;is.} 6a. 8 8 6 S" V, ......:......,.:......_,..,».__......... �,...._........ .._;,._. ._:..:..._ _....._...._,�....,...... ___...... �,.._...<,;._,._._., ......._..._.v,> >Bt-Yo5 $ a fJ2` .,.f. 172� GUILD-OUT MOUNT es:a SLAT SPAN RANGE .:DF9Gtt '�. .. W-4'g >a'–S`"T :5 3'-8't >,6`_7,"t_._ - .p.7•_g•t >6'-t2'?' > t2'-1'S.•-r _ > 18'-2U'.1 6 ..5, g". 6 .._`'• �6 6" 6' � 6 S 6'- S" 8" $` "G" 8 & $- 5 J s;;J2 s s- a 6 s" Tile .t 112 _ _ *3J4" _ .. a.__ . ___, _ 8' 6' fi" 6 tJ2 5 if3 5 sJ2 4 tJ2 5. S" a". 4'.. 4* _ – – _3 SJ4•^ _ >e}-tas a' a':... _ s .t.2 4 2 ,.�Jz a z z AV a:s/< - >:a rza 1/2 s l/2 ° :tJ 3 da _ - _.. 2 A'6" 5 iJ4 0*11 t Wi0q,i. RORMk SU7OWC=Z-.{Nen 11,sh eO04:ty ttorii�4nd-Zone} • ;` cNs =.. c�aaa rnrFca`m aqm a�. a u t;€IUs p Eco-114c.p, � RcPtine}ShiiLtrrSysl'sm ;�1rf,s ` 'a T�tvsteznwG a tr<c-aclnwc cau",�rir EXPERT SHUTTER SERVICES INC »"� '� aarow.aa+a n.xta.+a..r.+swc+5 n:7ee C2G S.rY.3a,FNQPL 5?R£t1 sem».cx.tas .arc sxcpa..asr I5–u<;t / K:wa,wt,.fV:st Ft.bassi PM,nL SdxS%1Ag.'�Ni iM9011SC){ jpq', aCiN54A Ni Fit�:al clic.i tstox r 9,t'i;pas Gt:G SCHEDULE STC; Vic FORCES OIFTY4,W FORCES: Lb/FT'ACTING.-AT JANfBS-FOR AN'A.S.o.,bESIGNLOAD RANGE SLAT SPAN RANGE FOR P0URE©CONCRETE:OR GROUT',FILLED:CELL CONCRETE BLOCK WALL BUILDINGS {USE,MAXIMUM VALUE BETWEEN POSITItlE.AND:NEGATIVE:A.S.D: EOp). MAXIMUM A.S.D; $LAT SPAhI. RANGE 0'-4' > 4"-5' > 5`-6' > 6'-7' > 7,��, > .9'-1.2. > 12'-16' > 1W-20.': DESIGN PRESSURE' RATING. _ .61 t,). Vx VY Vx Vy Vx Vy Vx. Vy. Vx.. Vy Vx Vy Vac Vy 3'J o1 o 60 1.0. 75 , 165 90 236 .105 42:1. 135 594 180. "99'3 2403 , 1300 zda ._ _ 101 80 10 'cpo ,386 126 440 1,40 398' 1so, 240 . 1328 320 1823 400: >4-1-60 10 1,207290 150 794 180, 30,9 210 708 27J' 1266 360 1.962 486 2553 582 .m...... � >6`1-:80 10 1.60 616 .200 76.7 . 240 796 280 1001 360 1098 480 2422 600 2547 596 >8 _1 Q5 123 210 5717 263 71 1 3 i 5. 1142 368 1372 473 20(79 59, 24J2 63c - -1 . _.__. ._ _ _._ ...._.__ m.__._ __. ._._. _..._.__ _..._ _..__, _..__ 5 __> >1,06-120 3713 240 72$ .300 '881 360 1345. 420 1587 540 2112 64.0 >121-1.40,. 552 2807 960 H�5 _C? 1`007� 420 1,812 4301 1869 ' :8303 20, 9 O&S5 ,:_ __ _ _>141-160 781 320 11c60713 1322 1 48{7 1 1873 57;0 174Q 60 Com. *t OTE: AT$RAN QEFINIIJON IT&w;C1.9E THE RESH.@dS�AITY GF TF!E GO;af'R,',CiOR t�2 P'u'tF1ST k4L0:"#i TO L'£F?IFY•tfiAt E��.51L#G"wIRU;^•Tt�iS ' DES1GttEDip SU?«'t2;2T't"xAt7L14'q.F{;�f:.'S IC7 F0U?tDS PER ' 'Ut�'7f();•:T4f S£it}TTE424fEEG}'i.A'r 8t}iN,tafd�t5: -S�iHlSS4x"Ei'FCR:YxirL�VnLUE;, . Vy SIDE RAIL.. Vx Y ctoqm�°,auz`d�ic con won;wo,veto:Ecyvgkr re ztj}: 'Q� CENSE O 3tx'rttco rc. �I'Q I I I s wata ti: $baiter Sy tett(: ,�1u j Ilea. 0-ipFe t txhc p a M`E C14 ri ca itsnNr m tuertcx Ke ccwpaur EXPERT SHATTER.SERVICES INC, .rs m � ,a.aa e5e8 a as zutac smR� i,ty. STI" ma+ tx`3xirr.:ys3" rurs...,taco'r, aoAa =5—;e7t.Q ,�Q• �?r`y."' a maA ed{a<o9y^+c a. 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V-1- ?-6"..._.. 40.6•• 7'7 T 7 7 D + STI$' 6f > as6«�r ?r s 3 z a c a J— Yn OSA�+' 0 6. f0 0,•. 7b 0 ..b $ i 4#f2 "`�....... 7 Ste_ >-_J�� 3 G t :..,.,....o-f ..,.... ._. ._.._ r..f r' � . 06,0 M' f 4•-J". 20 33'.. -. f C_..0' a:0... ) ... d 7 J'3.� 609 :_ .» ...,. SLAT PER FC312t LANCE-yHART,��I�S 6WY VALID FOn'IM-SLIP) SLAT PERFORMANCE CHART TV 1t.BS5'THAH NE'SLIP). 'iOA AGiVEN aU1x0.fUlf,Sb,b6SlCNPR€5SURr,WINS(r&C,AND SHOMR ih3Wt Cb—MMI FOR. FORACtiWASP.OE$IGN LOFb pMI):.,91ayiTER rt6dAdT OONOPTIo"INCum"O' ,L1'£,7ALtiAT40t5.t.:0'STOPlJ UARS PER D£TAIL2SEL0}Y ANCHOR"neAvoFOR WSTALiAiM9S%tW STORM13ANS PERMIAL2 MOW I m'W/ LAT SPAN DFFi#tlTl47s' ct4ART Mbl myiuCWRT 11101 59WOTAPCON!XL ANCAi3R' T03'iG5/01tUif P'6JIfVE ASO, tf5E MAU M VALUE FA£T*m POOKE µtRww g :Ntt ibA31 SM701kE!ri5N•Xf.ANCH(iR iVltd.=5dhT' eGtO Y131T Addfy.:tidy m AS 6.too AS.O,UM Wag I � w SPAN; !t{X SLAT FtlL:SLAT - Mkx.SLAT'SPAN .Ly •. RF.OtMM—UN.SYFhWM TO- 5PAN .SPAN Toa iExa m I taffuidAi 'ISwx.'Inf •Lfiii+.t{F7 aro;ararrc y. : :�( (fz) s m Mnc 6F SAT:, DESIGN T+ow iAa_ ce mr. .may- wrap-wmigr mw �.. x,u-,.uwo LOAD aaa att we"' 'W/O slbraA 6MS. Y ice!zrt': ,S;t..as WAMr ixAa-x:r *"ID.STO�T N+95. tPa!? pj wwNn�+[ (TfT'.EA>ki SLY.ftiOo T iWYif.Terdf'S f13R�.SOS;.L +e .3zowwkr67 EdiC 7°i} tzrwfcfef a a) ai. a" f-a salomA. M.=4f-a a DETAIL t(LEVATION) as 7-c- _'T-a" _.7`6 3.T?. f., a .._... 360• r sus, 35.9'.•• J..2' -2' ? 7 _% < ._, t _ E f�9�:.. � .. S J...:._. ts4 S t0'. 50A.••• Z fi' :. 6 C # 5 9 f.y.µ. !Ly...,_.... ¢4m4...`..... S. 9 i .`+.g.J'rt 3 OtiTED PAX SLAT SFANS.MAY SE USED AS L(Wcz is S&O!++ b- -._ .3 6 a! - 3 ?. .._.. 'S f($M.. ?5�.'y. .._4 '__:_..._ rJ VAII 5LE FOR THE CORRE Otd aHrti 21 'tdD:Cx+SE 7M-T�A SPi.;'i%C . SO.O wr g_y- !.,gVni;ABLE FOR ff{k; COT?.Fi£SP''Wp€Nai S!A7 SP4-i AF10 C._:S;O. GESIGtd LOAD. Y/7 MAXimm A.S.D.DESIGtJ LOAD VSWObt)GR*r-SCHEDULE: # 5000 FRAJAE_WALL Its BE BUILT STRICTLY n 4,CCORCA`dCp 's&11H . SP-:CS G7 iiJ ON DETAIL X10 PRO-OSFONS FRC$ CW T R 2;4 Of E I ... . _._...__u.... wU6.MR MUNUM R-+Ra46)- tr3E FLORIDA BUtt€n( CIVC : uaG. .6T�&,:?i:<L=44r�,1. AT€43HkIi r #2(C-055) SIDE O . ;cmucK s4at T-e'3r, -SFt3.{CSU,SG} - t a fi Cv� WD FOR,WJaAS-flt-9=H{G=41445) 1 — --—7 SMmtz'i Ft++J2(G-A55) i z � �� ci eT gPAN-.tfEFTMiTION 1 't~rR`SJUI}kTad.�lFE-�2(GdLS`s) FLONiik143uLoax..UDE,Nm High Fr'ca"ty)€s_ttscwiS Zcris) MR.1b.f+So.t Awrto (y� l 7!'�.l GA{ } .. ----e- �V s ��%� (AAS _. INSTALLATION INTO.VV0dQ FRAME STO(CT dRE5 Rc7tin Shutters iem C'0 tan c 9 Ya wa n,> t F --tet TMUT TCWIN6:crafictna,c«�A« EXPERT SHUTTER SERVICES INC. `� eemz+ =1'9u�t rn°w'ti i xl,rne f6.6 .w.es uaa ti*rn. T6-07-: arm o, ST Of +k TgsT,T,fn f n:s+s4i rt# frie::tr o'a 7Mef1fR's" T9.'XiEKf"r Y7T �2 "+ �Td •S: �l- WY'.1Vl.'f �T 3 WA rm[tin)6Tf+rtm ('sr`£fzTi see; 'ayC)f 9•�, -"� pI0 mac'•` r,,,`,ios isriz' f sisrf 20�ar za. 17ETAIL2 GELEVATION) y y jCAL lcyg7fT&L . eTsiT+rit0lA;efi�itl' .. . MAX:ANCHOR'S,SPACING SCHEDULEVI FOR A GIVEN SHUTTER,MOUNTING TYPE;WOOD GRADE,A.S D.. DESIGN LOAD(osfyANQ SLAT SPAN RANGE WALL MOUNT&.BUILD-OUT,'mbuNT TO Z!IA"WOOD STUD, WALL MOUNT TQ.txl"WOOL}STUD WITH MINIMUM`Z PLYWOOD mt DETAIL t t)N SHEET 20) Mt DETAIL 2 CIN SHEET 20? ' WTI* ', A SLAT SPAN.RANGE S op.GEzt+DE »— # WOOD GRADE SOVTHEN''i M E.12 44 c SDG1Ht tv ANE 12 zp 6 6 6 5` $" 4 ifs 3 l'?` 8fl G`.- 'fr3 6" 5' 5 3147 ;3.,4/4' 3/4 ( iGCtS-FIR-StSlRII 304 O` Q UG1A5 -W TH 30.19 S 8' g» t r s; .. (G,o.4s)' � s . , a» s- s 11/4 s a o^ 4 1/4 CE I�t+E-Fit-snuTH •>�D,o 6« �?s�E P hE=lL�-SQtttlt :;:ac.a. s` ea G- s" c" � s,*'4' iC-L+36 G�'J�36 BUILD-,OUT MOUNT T62")5"WOOD`STUD:WITH MINIMUM 11Z,PLYWOOD (SEE DETAIL2.ON SWEET 20) iunva SLAT%SPAN RANGE WOOD GRADE a-a' a x s' x;s>s• >c-r• 4 r y -ta .ail a0parr NWaR r,r tmtea•, wu s'- 'wnn TIE ugixr�a/t ua►+r wwf a wurta wwr wwb rfi1 uw,¢ S 30,0 6' _5' S G" 6« G 8" G" 'C:" ,. 5" -(;•. SOUTHERN PINE#2 4D G 0 55} s 8 _8 s" 5 t f aY s 67 GI?Che:.fia-�Ik Sflf7TH S 30.0. 5-h „ s 6" 5" u" _5`.. 6 6_ (G446) zO 8 CS'� 'S #/2 , t.2" 5/2"'ed t/e' SIFtiE P1NE-FIR SOJEH 1:30.D fG-11:361 ; i #LimjadlR��i4144t�t��t r��fYi F'W�'11M-9a4E11tiG C4UE-(N:n U;rs PetxsYy7Frrrloana Zace) ,MAX SPAN FOR SLAT FOR !1 GIVEN ASD OtSIGN LOAD Nautilus 4� �y� t 77 n �' ti-:L::44:4010 M=, 4ti l.d L.€ ?,. ,�.L,.a JH�LL jl+J E$EXCEED Ul,X.. 3�. ti�GEIJs' r Mym er: i SLAB':SPAN INDICATED Dfl. rx"J . STAT PEr(iRh?Ak CE (MA'ZTS H[ L��n Rolling Shut er Sy�iem' `Lr G C [I4t-, Dasa SNE --------- EXPERT SHsIMr ER PSERVICES INC.r 7csri"a a caswcan leas 5yuP9STKD pmrwv 15=075' ccs€np ,xai 4.a.srs.rw 4rr».e,-w c aa.4n„s Nm, ay,TLfE A�4Ln fiL Ytf;w.H+ G?. Ns;i' i�'u�l+nt. ,bR .tnp �p tp r iw f:o v pn,-.,fi sNtt4?i nr za �a4�44n TABLE-1 MAX.ALLOWABLESTORM'ORM BAR SPAN(ft)FORA GIVEN AAR DESIGN -LOAD P;s f.! &A GIVEN MRM BAR SpmNO{ft),"* STORM BAR SPACING (0) LURE 2, 2.667' f , t�Tl(Pa�c 3` 3;5' A+ 4:5' S 55` 6 6.863' 30:0 ' .0" i 1 0°:: at`^ im1' L}" 11-1 (}" t 1 t? 1'V-07' i t ti'. ## 'O ##' 6' Tkfi REGION f! ONL1 v«t 1e F0i'(N5FALLW6NS OR td RE STORM GARS PER SHU V��:..,..�._.._�.:.__._,.�_.,....�-.�..:�.Ti,ER.�I 11 .o: 11 0" 11 : 6" 1 1 0«' 1'r 0 #l Q 1 1 -0" i t =t3" 45.0 "lY 0 'I!'*-o' tt'-t" T1' 07 t1-0" ## o. tltd' 50.0 7:1' 0 i 1 0 t 1-0"m, a t :Q" i s L!," t 1 0 11' 9 t t Vit" . t 1 d 11'-0 « TtItS fiEGtttre IS ONLY vkltp FOR.INa3atsnTlOtaS _..... _..., _.._ _ _.. yy 2-C}R MORE S)LtRM"cu Rs PER 5NUTtEFs. 55.0 1 l« 0. t t .? .. 11' i t' 0 1 T 'o" 11t'-tT" i I'• ©" 11:'-d ! L.�.. _,._. _ 60:0 1.1.` 0": i[ 0` i 1'� i_1_ d' 1 1 0 11 � 11 @" 1# 0 a 1:--0' v _ -r _. ...._ 65..0 #1'.�0.« #t -O" '# 0" 1,1:-tJ" 1'# _£;!" 11•-J" i 1" o". a 1-fi" 11_6"• '70.0 i t"-0 .. ...1 1*-0" 11 0" 1"!-o` -i V-0 _ _..,I 1_o, _ _.11 - 0_ 11 0' 11 -0"'« ? t1 5. i T 't`}" a# £3 a# (} 0" 1#'—o" i i'- " 1 i'�d" 11• 0». - -• 8D.0 1 i,Zo" a 1 -t?" t V-0" i j'_0 I i YO,. 1 i,-d,. i i._Q SO•_gtJ" « 11'--o" l,i'_Q» 1 1.'-o I a r{t W-0,-0' 11'-0" 94.0 #1'-0" 11'_aR - 95D: 1# .o" ia'-0" tT._0., 1 _p^ - 105.6 11`-Q" i V-0, 11'-o' ;1.'--00; I1'-0" _ 115.D i1'—o". W-0,0" 1 1"—o' i 120.0 t t�- 1 (d T1'-(3" 1.T• (} 125:{} 11'-03 #1-o" W-0" 1.30.0, 11'-.O,, t 1.--�0^ 11'-C1" 135.0 1 1'-0" 1 I'--.o i t'"-D" - _ _ _ _ ..... 144.0 i T'-£3" I1'-D" 1 t -13" _ - _ _. w- . ....- ,_ _. w - 1450 i l"'-p:. i i --0" 10-11 - i 1IV- 55;02.1 -C3" t# {3"' ! C** N'aSiJRED IN 4M71rEEN CENTER LINES-OF 5TgRl: E4u25 IN; j ,a�ifn�trrrruriri t' ,lu Wit.0 rc:cotsE"(xo iron cv Ir t�vmacss zone} m FEc'T OR FROM TSF.OF SIDE ML.TO CENTER O STORM BARS.,! ✓Ori. ��:smrEcs w; h� tk�wrp: aR�•'��t;ENS �' 'f � *Nawtilus Fea, "' p ff I �py Rol!?ng Shu£te�System a l;lis iB. �`v�J fWC c.rc run,ttsnrc k txmncrmuc caa�wr EXPERT SHUTTER SERVICES INC. `✓ 4 x,. , r x, sz aX c.n w.a c s w.c«cnc r e s '5-671 M`Y[4Ktlt 7,.i.GpB,rpy,C,s�S flJ[«i5� TX[,..ell^.1[a •' 'I.,StL3'A.CL\[1".„v,?,i. rx•. .s :..¢ -K*.s. «cf .. r' rnrt , TABLE 2.. TABLE 3' REt1UIRbMENTS FQR STORM BAR CONNECTION T00014CRETF TOP AND BOTTOM PER:.. RECIUIREMENTS FOR STORM RAA-COZET-10N-TO CONCRETE„TOPAND BtJTTOM PER SECTION SAS'(SHEET 9):FORA GIVEN AS.D DESIGN:LOAD(O s.Q,8`STORM13ARSPACING..{@}: SECTION Si-S1(SHEET 9) FORA GIVEN A S>D.DESIGN LOAD( s:Q,&STORM BAR SPACINGtR): sex” .... c STORM BAR SPACING;a SfI) 1. STORK 8AR SPACING e(f 2' 2 6tI7• ;3` 3:5' 4'' .@' 2"' 2:88?' 3' :30 _ 4• 4:5 S' S 5'. $'' SOA A8.C.4 AH C D AD G.D D, 0 .A9C D .AD.0 D AO,C.0 A,D.C:D. '50.0' AD.CA D C.D 68 _.SSAJt,8.C�4- :A&C.D 'A.B:C,Q' ..AB C.D:_...A$.C:Q.. .._A6,G.D gB C.A AB.C.D,„ AD.C.D A.B.C,Q.. 35.0 k,$G.DY RB,.Q.D" AF3.C.0 ,AB,C,D A. BaCjU... AB:C. A.B-a' tw,B,C -SAB ._....A............ M,__ ...... .. _A „_A�8 A&c o ._. ,B,C.£1 et B.CA A8 Cu0, B C.p. - ....t6.0 'R$:C.k -:A:@:G,O A.9.C.4: �t,46:C A C -.AB.C.:•... .aG..•�,_. .•..,.� :.- _,'A_. A;'B C.D 8C,0 `D.G4 h8C A;fi.C. '.'" "•" _...,Gs.,.M ._..,...,.-.....�..,.„._, ...�...._......-w..•a_._ ..Y._....a...,.,:_ ,,..�..,..�... .........._, .. ;50,0 AD„ri:d tyBGb” DC.O A3G ABG. a A A:wG�D. '0... .._.!..D C•Da, A. CD .. AD C.dA:BGD ..4:B.0 C. A:B.G... A.kXS". ...,., ,,....... ..e 1.�. _,.,s,.::__..._........,_._..>.. .. ._ »._.._....:....... ............. a 53.4 _AA:C:tS _A„ aCF. .... .aC. ,.-. B.G, A A A ---6—_ A A.,.... tW.0 .A9:C.4'mAimo A:80.D„ AD.C.D' D.;... �.9_„aC O.w W,,:AB�C �.A@G A,9G ,.�,0 A - .. -.._ ,... ........_..,.........x..a_....., ,._.,,,•„,.C A8 G:- ._.:_ aC.,_ ,.�.Ae6.... A A A A A A 65A 6C.0 "A.B.G,x9lttD.�C�O gAD,C.QCU .. A:D.CA' 6�G •AD,C, AB.0 A.H" _ _ .._._.,...._..»._.v .;,..._.w. ..._.,..._,...� _a...,„ ... ,—.. :65.4 AB C17p, t}9 C' AS.C' ..__F, A A A A A E AB CsQ-..AB,;�O A: p,... - ,..........'AD.G „; ... ..:.. _ _ A. .A A A,B;CA.,,,• ABCA +l@ A A _. _ ..._._...,..„..,_.,..... .......M- .75.6 A 8' Q .„.,.�.0 �A,,,•, A A ,�, A� A A -.......-,.--_.s.�_ 800 AflC.9 AB.CD „aA9C0 8 ABC A94 ° -A _... A- 9Q0 G,. 0.,04, A ! _ A A D. B;G o F9. Aw n_ A a c .•,,.,. xS._. .�_?s® _^ _. A es a A_ Dc�.• A A _ A. .80.0 -aso A9.G.D: ADCA .-NOW-R- bac__ =ABc - +B_. A A A A -.- _. e..._:_ ... .....�.�, _'____ -•__.__. .:� -100.4 A-� A:. h_ R,..._.,' A 95:0 - � �?... •A ”A� _.... A. A,,,_ ....195.0 A:HC:D AB:C.D ... A.......�..a�... .,..A�.:.�.. AB' A- R.:.., ...':`_._..... - ......_A -.t05A.. ..,i46.._. ...,-R,.�....,....a ...., ._...A A - Ji9A ,, A,Q,C.:. ,.....:. ._. ,A A .. ,,,, —•_ '115A ,A.,BCO' '@G0;_ .B C..., aC', R. A h A d a -.... ..... ........,, ,_.,.,,._... ..a,.a..a., _awx.,... 4 Az .....,_.,,,.. _..,.,.,,.... ;.113.0 1298 A 8 CxD 8 G. AOG... A'.D ..... A ,........A .. h A A ......_,A120.0 - t4A _ A. A - ............... ....._.._,_...,,....... .�...,...,. - _.,. ,._.__.... .....�..,».-.__._.,,,_._.....,,:...;.... _....,... .....__.,,..._................. 125.0 A f30:0 W A.O.0 A A A A ,..,_,C. "A. A »_...._.._ ,. ._,., _..._�..... ...._ ._ ...�.::,,._. _ ..._._..,.__. .........._ _... ., :30.4 A :hD.0 O.. ...., BaC._.. ABC A ...-.,w.-A A •A- --A A '".j"` ' 140A AaB b ABC:.....?* W..._ A - A A. A A 5440 ,...A- .A a. _� --.... ' .SASA: 0.D.C.0 ...feBG.. m_A 9...,_; .r„°.,_ .,_._.Am - A' A .V:A,„:_...,.„„...__'a...,..< .,.--..-. _..,..,-.. ,n ..,.._.,,......,. 150.0'...::hD E.C: A A ..,-.. 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