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R E C E=l\i D AUG 18 2016 yCio K 5 Home 1 Log In €User registration Hot Topin ;'i Submit Sutchmye Stats&FaM Pubiicatgns i FBC Staff BC[5 Site aP i Link, Search Bushes £ n ia( USER: cUser Approval. Professi© USER:Public User deet A—ro-2 A+eru>PPedud or >Ae lcors L-t>Application Detail FL FL12246-113 , Application Type i Code Version 2014 Application Status A Comments E Archived Product Manufacturer Expert Shutter Services',Inc. € Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 caliexpert@aoi.com Authorized Signature Michael Helssenberg Callexpert@aol.com Technical Representative (Michael Heisenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 Cal[Expert@paol.com P Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 Cai]Expert@aol.com Category hutters Subcategory R011-up Compliance Method Evaluation Report from;a Florida I tegisterdd Archite t or a Licensed Florida Professional Engineer 7 Evaluation Report-:Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilsit Jr.,P.E. the Evaluation Report Florida License PE 44167 Quality Assurance Entity National Accreditation and Manag Bment Institute Quality Assurance Contract Expiration Date12/31/2016 Validated By John:Henry Kampmann.Jr. Validation Checklist:-Hardco y Recelled Certificate of Independence 1-L12246 R ..,.}Q) EXPERT SHt RO Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-199 E-1880 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards ` Certified By Florida Licensed Professional Eng neerorPrchitect i i { { C Sections from the Code i" I Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 odd Cate Pending FBC Approval a06128/201S Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter SysFem Nautilus Roiling Shuttej System Limits of Use Installation Instructi Dins Approved for use in HVHZ:No _€122A R3'fI 1 PE T SHIP TEP SERV vEs. Approved for use outside HVHZ:Yes1PJC NAUTILUS F0LL `G 1;gIjME_R� I I .'rL z. Impact Resista es 07Ln.e. Design Pressor t60/ 15 Verified By:Walter A. iilit PE-44167 Otber:State Missile Leve "D"wind zones t,2,3 and 4 Created by Indepenclei it Third'Party:Yes (basic protection only)-Pressure rating: +30,-30 p.s.(.at Evaluation Reports 20'-0"span and+160,-160 p,s.f.at 8'-0"span with 1/2" FL12246 Rai E'EX T SHUTTER SG C"E;5 slip.See sheets 15,16 and 20 for additional pressors and INC. NAUTILLIG LLI 'G SHt1 ERS . P&_R. DRt+'G,, vans. 15-4717l-pd Created by I ncle0enclei itThirdarty:Ye Ede Near ntact Us;:1940:Nortli Monroe Street,Tallahassee FL 32399 phone:85-4i37-s,-241, The State of Florida is an AAJEEO employer.COpyd]ht 2007.2013 State of Florida.::Privacy Sratement e; essibifiN Statement Refund Statement Under Florida law,email addresses are pubic records.If you do not want your e-mail address released in respor.se to a public records req%ast,do not send electron' hail to this entity,instead,contact the office by phone or by traditional mail.If you have any questions,please ca itact 850:487.1345.Opt rsuant to Section 455.275 (1),Florida Statutes,of awe October 1,2012,licensees licensed under chapter 455,F.S. s1 provide the Depa torient with an email adi rens if they have one.The emalis provided may be used for official communication with the licensee.however email addresses ale public rep .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 it ou are ajlicensee under hapter 455.F.S.,please click hem. product Approval Accepts: IWO KEW 0; ' SeCttii-V.Y.NTRu:. 1 3 1 i ............ ........... ----------- MIES. f-, ANCHM.,lt(Mi SC If��TMILSO 1`01JUIVINQ J. OF THE.RE`C'Mjr.NOA1-KM:kwi C;F Imt 1" i !xxkfnc�SHUTTER sr�TLM C44'_r,PRODUCT EVALUATION )$A'.,'BEEN 14.ANCHORS REO11,RLD FOR IV [ARS 110MIMMO,SHALL DE �x:519C,�-'JEEI 0ONAP-LICADLE�`OTIM`� YNER1.tED � OR MYPIM�;L IN ACOOqDAWE'MIN 'D4E 2P�4 (Ub MMON)Of THE Ft;(J,6Ai!(D W 9�CpEt 1/4'(AX-IMS WNiFACIOR170 BY POWER INC. RULING&'.0 TI 17.R tMSTLM SHALL. M l.NOT TALU11 AT H-*.e;B VFUX]M'H0Rr.A!4E ZONES /FRMARC'cowmn;). -)ie4'0.3/4-SOIJO-SCI, VAKIPAI-mlif];by All, MNTI INC. -31tro NIVIK[ALT TZ WIVFACIVRM BY t%Tl,INC, FOR A EM!C WEND SPMa m,RlEW3RE0 W THE jupeEitmCnom*N(R.r.•yftat slwirws Wim 91:IN iTALUI) P,^,q A DIRECTIONALIFYFACTOR VCt 7-10 FOR INVL&t.LAric)q�;VN.rlr.R 201n yBr MINIMUM EDGE T'M,1AMLr.AND SPACAI FOB ASOVk MENNI)OW ANCHORS SMA.OF 4S INDI(A 1OW Ok AT AIYJVI,MCN70NED SHQ1. tl RK AND STALL NOT ENCK0 THE, MAKIM11M M-O) DESIGN PfLUIYR[MINOS;4MAIM all SHCUS 1:1 Y14RIJ 20 k10111 26. Ff'K;F DISTANCE A&I EUSEOMO.IS AN ArYOND ANY MA -WJU C. cwkiEnMMl !N ORDER IE)VVR[FV THE.ABOA CONOMON, ULTIMATE rlf:$ION WIND LOADS VEIMINCO PER AFOE 7-t0 G,40vl Plum)LIP ....................... a-QUAIN0.10AM ft,bft LTIR G-AHEM..V..D. Am, .......... ........................... ..........p................. ............ ............ ............ TO COMPW TNfSf W1 MAX. 60F�lj p§r ;AN MUYIC rAMI'MiS INO;(XVIM ON SHIEFTS 0, TIM �6 V.�.6 PW44,1 Z*4 vb'w 1/4*mlt�'Im #V* 4 1/2' 1 1/4* '3000 p4) NOT?kLLO%W.D 2.. N ORDER TO yE`,RLrY JFfAj COMPDNEWN ANC�ANCHOR 1/!*0/4"M.10-50 3� 7/4'0000 D��) ALLOIA", .$Of!THIS P,E,O.AS ff.5TUI)IYEJR�. NOT<".k �/S-f i<w-,K enty u 9. NV X-LOWED A 31t INGREMIE IN ALLOWABLE 5TRES,; FOR VAND UADS'WAS hf�U.n,D*jf4 ImElel !Allq,.N`�.R-,` 4- 2 112*MOO P-) SPAVMZ TO WMID FEAVE BEEN DUMMINEO IN N.O.S,Zot2. 51AB'o WOON xi� 5 3/c 3 1.w 2 1/4'(2.8"p.�*,) NOT Al LOWED s1fliff"M'S tftethho Mr.101AMt"A*Kell WNU."m 14 SECTION i6c';1.i ?"T Ific mv!),1161rl AM RICAN Oli S(KsTH 10.AKHMS RECUIRED FUR UIJUION CONNUCUINS%fiALL El E,AS VCCiFICE)i APPL-KASU,AMU�NS 51*VIN ON 5HIMI IV fWVBk RMOKW 1030,01-A MS I"M ALiv t r me-mi Am,c :lm nrimmw)5. omwym )IA, I-, I�ZA, 0 h IM INSTALLATION.' WIND ZONN 1,V,,3 A 4.Mt�43!.r.TYPE 6 AND ONLY APPIl"AW-f-,10 MM PROTECTOJ INSMU'MA,AS DMNt-'By SEM14S t 2.!.2 AND IJAI dF fM FF. IM)f, SEE Iy A V, WU IZ 0CPW61014 A40H'JR MAM)FACIUKD BY 511'01. INC, FM ADOITUM sittr;ArOW .-HUS4f$rREW ANCHOT;MNNIJ;ACBJRII:v Vy HIL11, INO. ANON(Ir�R )AC'.RED R?Fe"0l.f,R Yk1,TCN 9 .... ......I ........ ......... K�M'Jkli*Sir 511iicil, 7. WMIMUM EDGE OWANCE MID SftriliC FOR AaOfC MFWI0NEO AM,340RS S.Mtj.BL AS IhEIICXIIEf;EFVa OR AT APMA.MENROHM !4fEC.T. 4.'ALL 'CREWS(fMCFPr r.NO IlI:UNIIQIN St 10 BE STAMLESS-Uta.M4 OR 316 SERTS Will'.!YP I,t: M"DIS MINCE'M40 MfXOMV�rr,ARE�CYOND ANY r!MM MATIE141N.. FILLED Ott yw.LD,vT?wGT-,m -NEI.w ksi MINI.W. 51MI. ell O0PRO%')N REil,"Nell "-1A!tj1 CAREON STF.rL N�PEN L4r� tvammm a 1007 5CU18. ALL S.D,S.ARE ILK $,CREAS'MANUrACTURk.)BY"i OUILDEX&SHALL COMPLY K/rLnMOA BUR.DING CME.SCMN Utl-�14. MICHOP �,PACM�'C,j(Par ro"vIrTANCE I& tOM CONCRUE Biocy. Kft<VAT 27^ 1' 4-Vl* (30UO ld'� 1411.)r kI.v1qEO 1/?..KW" BOLT 17, n e/2" I/8" :5 ipv pow ALLOWEDS, U00S TO BE AVIV A,4�t1, IK.-VA,4Y,1fO M Alit.T04 OR L?15 �;LRXS �iAINLMS S*)�CL WITH X;k,<,U-NUAt Y111)STFIrmlyF4 3)0-9 KNIK OMT TZ 1. 4 3/B^ 7rli) KOA'AlLwvizO 11/6."0 Nus-H sopre 4' 1. 2'(MO PSI) R11 ALLOW6 t.NAUT;11,1.14 ROM"*WJT'E.q 5ySirm MAR. t).s.PeFtirs SNC #7.6f4"050. 3/8-v 4 1/2- 4 112.. 2 1/2-(,NM'-s-) Nicir ALLOWED AFICHCAS N: *Aa FOR( 61/2'V 3' PSI) NOT At,ovTo sfoll.BE /w=-ILS4smof ca wo.,my 7 t!2" 7 S/1. 2 1/2-%-,m F?sw NOT X1^WEE'l fA) To v"wiTiv plmm)CONCRVIF.: Ef"N. 31,:-0 S.TMJKMCM� ............................................... Ttif wsfAA-iA1FKff4 IS'K!i";';i-AvLK IRL-)PftM-RK;`U)UPONENT.EbAES'-*�UCM P"MIN 114 C�ORO�NUOU'.E';ONTAP-T ikffl-11IF �fvizlmIO tt.4"CC�' 4,ANC404`6,t4l VANWACIUAM Py ITW E-0ty- 014c, TO PREVENT VIINO/PAV CMM AND Mkl s'RMXti:l TFAt..o'tt.AROil?10 FVU HILA,;N L' M W. -A 1114C CweRlIc"TOR TO vr-RVTHI:'Mi1,,IEINJMS Or TME SMeC',V9f-1,03F.Fo.,PMAK,! V>K ATTACKEM 110 VlqMV%t Mr.DM.',,NI INFO POUAI!,J)CONCRETE KiNk.f. fIF: I"4yOR , p-4irw-E.THIs pROD,,,(,j Omy BE,0,Trv>jEZ? ;a OOmvRr.rE. VIR MIX)l)TTI-ME bklUldcl/i. 2-j/�t'.FOR VIVO TAPCCII YL ANt=PC&2 r6q, E'%K61K 800 3 AUV01S. sor, S I NO c"mamm".1.INI-v 77ucu smALL OC A!5 I 4x.,jr Ipir grt.�IgR wtv. IM,V�ZMNJC-f;INSTAt�ATIO�sal:OOM-Ly wall k cs ml',I�ATM IN TIIN DRAVA10. I^:.US AN"0! 0141,MV, W.EIVIATIONS FeR(MMI . .CE,.. Euria A,Z)millimum EOGE Ojeslwx(E,D,)JjfQ POURED CI'Mpurr. M04'. SE. -I'CAR�vtfi*o �Apum n Aw,on 4, !'FOR 3/-'s KVA FX1*k.T 3 ANCmORS ETX^,F. M$14mT VS!Afullel 14 LIFTING Mf.0IAN!11A PAR'OF TAiS VPROVI 44y MTERW 16,(.)TfclC P.C.O. PREPMit)BY Thr; MKI"1Z Anq VIXIS UK�T Pf"4DE IN;.)AWJ->N FOR SPE COIF'. FIROZC..ser, LOOK' SlIc A.5)w?IA11N." 11w 1IRrmy SrC"L, wwwOR FiRcit FAV. S,WiNaR Of?"A'aJ6 G[ rC N F, :,'ONO 3i5 ilE4 F'RCM Ilit'RUt THE ENS1mG Wt-u-t.fl FLO011, Sfim.�,.A, tom,zlle)U'.,Fj M;tFAI> DC. OKK STF4XIURE 'aJ H PANEL i, V,(:cNTRAe;TcR TO,Ni.:RL&Ft)NSIIXF Fi*I?M 5EU0ION, KMQPSC Mp IN-Poklilll,*N;NO;.UINNG e0(S.Afrry Of THIS P"'ODIXT, Ei4sU )N T,I,. KE/smt W--!5 NOT[IFNIXE.Ff,',W Tir 0OMfAIj',NS ULAAW ON IH-S Cj')OUW.M�0)"MOOT"Ri IwIrly AT ESTE;IS'%E (I)', GkMil FILLM-fk:. no"�crl,-Tr mtx�;,,vvul.-Asit,C-1-0 TA-CON NL A$ BY IVAI 900JEX. THIN PAIA). We-Eir.CONS:'-ERCD VIALit,;F ALIEREU 9Y A41 WFAhs- w Ewamcrf' u! !Nlrl THIL I�ROV!.PILLED CfAl. ',0FCK` U-111 Sw BE (4,�;m:srrcif,c mox?�-Tf,SMAI.I.rX PrICPNRED I11-A FIGAW AEOSTEACO MIKEER OR ANI�Hfrj��f WHIC��INJU EIF�M.Vr Or I. -QR Im. 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WOO'rQAMF Eit71121)SNG: PINC r.r?.50117-j! r'-C,M). WU OM.,4�r M-D 70 Al o.�,n set OF IL0RJm ..................... )I;.)h Vfh6ly Kviri-,e. ............ .... .......... • ......... .......... rVIGEDUCNI ey, p4';`-:W X.I.MCHOI�S,11410 TME W0^10 MA j::k;NfT E�IE ...RcAnCr)K!"IfiRkliclu. -NO."7 A01iing rAlulter System iK?U!AS 0:6RI Of V*ir-Rv111111?41Fv •Efw.fmwnl. t,-J-L K s"011� TIL I E70 EXPERT SHUTTER SERVICES INC. 7,� BEY"*M41 hl�l R.w 4� wk4 It'.�0--W& 41 0tom. 1rxv— iR............... i).�4 CAI,'�k f110 PNU^Ar,-, PKI,CM! 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SPRING ASSEMBLY ,... a ✓" ~r 6 60 MM OCTAGONAL AX LE 7 SIDE RAIL.{MAIN SECTION) •,,,•• � -'`� ,,,,..r"✓,~.r-' ~„~`""'-~-%,,:,rr'~ .'`�' 8 SIDE FLAIL(COVER SECTION) • „ �' /'�. !` -''' r" '"�' 9 ALUMINUM STARTER SLAT o,, ,,,� ,,,.. ,~�~,!-' �.•'� � w 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET .- 14 SpRiw:GEAR&MOTOR BRACKET BOLTS 15 HOUSING(E3ACK&TOES)FASTENERSr (� sp'': „r r~ r� Y� ,r ~� .. r• ° i 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS ,yp*' ✓ ''.., -''~� r-" ~~ !' ,, r� . '''Y '` •/iP 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS may, !` r' r!' .' r r `... ,,•- Th y 20 60MM OCTAGONAL DRIVE CROWN •'" ,- Jr,,, r " f r'' 21 CONNECTOR SLEEVE / yr!' r ~' ~ ~rr-' ✓ .�° 22 GEAR-PLASTIC OR ZAMAC CASING cp'"' ..-•'' ,•"'""• .^"~ yr � -�:'•;� 23 UNIVERSAL WTti DRIVE.SHAFT 24 fiOMM OCTAGONAL,IDLER END �. 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WO"o t(_..........__....._._..............._._._._. _.. __..__._.,._____ .................___...._......._..._..._...._._._......__^ -.......---.._.._._._.,_-__-__....._........._..............__.........._..__..._..._...._........_...................................._......____........___..._...__........__._------._.....__..'---__......._... tlt}r'Yn t A^ a1Gk � tt n.iC .t! � X,'pkt� 3 1.a; tt A.'I' J iA ft''tt. iy. S(Lt;� C.h: J:•v• F)ti,;ty et{, t t rtaitlF C A ;r_;,y // r Tat yti x vyn. r t i ,t ._........__.._...... ....j......, ... �i / ..' . ..: ? t tar. .:n.4.b;n. i, __..._._._.__._. __......._..,... r.VNLry(OHZ R!'T� �'d• kS;� '...-. ..,:__—._:,.a._...__.....„.._.. /. ; ! �/��............ ...,.�.,,,....._..». joa4le �unrst��;L:._. »F �� .._....__._....._._._. cote r i ,u .......... ...... ........... __...... ._..._F� .•.' .. ....... .. ............ ._........_.q..........._......... ...................._........__._..._........ 5 ._..._._f. ... ....... .. ................._ .._..._. _ 111 �. ...... ._ .... ... _�... or EX r.,e ss�r$� /. g i >r.�m i '��t (r,r...t.,•;} � � I rC. .! ii N( i>R ,t G, ••i Cit(ti ('u Jq } (f AN 11 ;•> q, S ( AEsr,HT 16. 17 ` ,,,, <C.PrtIPa"!"r < '� 2 Ii! ,. •,�It {`�,, ^�� � Y 'f} rt ,tc� s ` ' EROR 6 ; . 16; {...0 .._... 3S 0/8J V 0/8y�( a 0/8 /$ t�t3 3333r ax�/$ uRO• f'L!. •.., j '.., t i<' .K){Ji !' TD;; LV=".'r:2 t'{f.F'L.' i.}L": .y.S)S..(...¢! f•l? Y R{'I h}:t 'I_, t I 7Z �• � '_ �1 �j i0 �i v l.. @4•—.[; ."_',_`)'/. � __ .J J2:1 i;1; / i r tct ._..._ ...-.. C4 .•.�:f y:' , h )t' .. ... / ' ( to y. I,J-:l r, _tAL_-.1,3 _ i/ Maw ,tSDNLN '),V„.Q . j L=Vnl.l.MOUNTING FLOOPJOF;LINGi'ORAPPED MOUNTING ^ A BUID•OUTMOUNTING ' i SECTIONS Y-!Y." s xuu+c ca:•,' : a,{t;}•vexitr Eorr: am:e Rc�•o} INSTALLATION DETAILS ONEXISTING POURED CONCRETE OR GROUT. FILLED CELL CONCRETE. _� :. ) ���.�./z,..�`~ ? t,1J5'ik4 t:L >y�Jt w ��t�.:•.` EXPERT SHUTTER SSERVICtiES INC, NC - BLOCK._BUILDINGS rs41 nt n- J� . F1URl4y C�k rs u.w eo cr t A cT««:� ax,t hk n , I,r(J'. I'iLi J5 ., M!Oka CS J' utaEY• - i ht r. E�+UH }n fix, tc c lx "•� �,r PC,I f �' Y' k A' . E 3, _�... .., „tT,Ira^ 1 , ;� ..i;ri, 'lS ,( TION � _STQSTORM BARS I �H_:A{4!1l�I_t�k"�t,L,l I w• e ,., ... ; +,r, „..r iY `1...' SECDON IRA M.ED AIpUNT BUILD—OUT MUNI -- GUILD—Q�}�MOW T sriu' f,R• r SECTIONS 9-0 f�H} INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK @UIt,DINGS a Al rH`tu d P f J}j SEPTroN -'• PLAN ,ir-. >s+• r.<,� r E?i <� �` � ORIENTATION �1 r;rr ,r-s;n+ na .s'�i'x .sv w •.. , r ;.a 'p`; i cxr ;e-:t. ,%x, aY3� WALL MOUNT END MULLION 5E—CTION — :-._S_IEft SCTIQIR'—R' ORIENTATION1 ORIENTATION ,2 ORIENTATIONS #I & 2 ORIENTATION2 ttR MULLION A;t WALL MOUNT END MULUON WALL MOUNT END ULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERI - r � _ _. I INSTALLATION DETAILS INTO MULLIONS G.GI G2 .n t ( nn(5I 1( W/ stY Lr . }k��+�A-N}) . n 11) of +tl� t.�!'ti c I � ORtENTATiON 2 ...... ..._ WALL MOUNT INTEiOR MULLION Thi...-_ .— �etlts ke �.mht"--- • ✓ '')r�ltx i +t. N: 0,36 than }TqF Va,c::r r.an,1u, E35 N ... ._../} .. . (,� ._ .. .. _ .... . 5... 1 .,. v7 q FA.l, $I. H.. ld1tl._.�NP6JJ�2 " t�D d41fi7 , - ( �,Iftlp ou L„MOIIIdT. , (. gp�y Rollin �l,uiker Syeiem � ,•,Py� I 5 ....Y c„"JC. "C' '.4. Y#R G M 60 Sp.0 t Gall SECTIONa 0NER SERVICES INC U " $T{sT N40 M1.6 &1Nn li4 6 cwn EXPERT SHUTT ox 4iJ-•'. F'Zta4' INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS — •✓r,r .1. r !�1): �•'�efr k, r<ti., ... r,.rl+•'r' ..�� ...�.'-'::�.. .. _...__�,. s.:t; x w.. i TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLEDCELL CONCRETE SLO - T M: :>T„4'is i?t3'TAH9 JtJ£fi Si FEE 5 A a O Ok SkC;N G?rSURC RA'tYNC3(p-s F.)FOt2 IME OPENING AND DESIRED SLAT F'FtQ SLt7E} .I!-MULLtONt ARE USED BUTWOSTORMOARS SPAM"L"(A)TO PRO -,CT 17(5LE GENERAL NOTE 1i2.SHEF'T 1). 1 MINIMUM SEPARATION TO!:!ASS FOR"LA CS!! MULLIONS ARE USED BUT W/O STORM BARS SHALL ENTERTOCHARTS (la, Tb & 11") rHRU IC ONSHEET15TODETERMINf BASEDOdANi/2 ......... $���fi�'QCIGHAFtT;,,.Ic..fzit�uHEZT �.ti.SttnLl.,qia.b#EA3tJREt3,P'RtIRS.ti0.tK.._. Y OF SLATS T o of ASS. . €GAT'SL1ts'[Utj;'7iNCfiE3T2 TYP['FST'Sfl2E RF'il:S.rR'�S`C1:P7T'S4 ri7 TsFEMtiL7FFE`TtA7tNrr�p.S:}:):'THE i REQUIRED ikA i,'A,Ai SWAN"L'ft. 2.Etd7iwR SCHEDULES Jr TMRU ZG ON SFd[:l•;TS?A,26&20 Wt A.$O.DESIGN LOAD;MAXIMUM MULLION EHC POLLOWNG INFORMATION IS PROVIDED A'1'CHARTS.17HYPU EC 'TC7 PROCEED WITH SPAC1NCa(MAX,12',$'OR 7'),AND DE'ITRMINE MAXIMUM MULLION SWAN(HEIGI.4T)Wt.AIAOWA)'3L1T PRODUCT INSTALLATION V[RIG ICA'r(ON. INTE.RPOL.ATION IN 8ET/JEFN SPACINGS FOR A GtVET3 t?;(s).Gf&(a3).MLJLGION TYP(:& MULLION ORIENTATION. + ENTER.A.S.0,DESIGN PRESSURE QATING:SEE STEF(1)ABOVE, 3 SEESHEETS 10,IGA,11,1 L4,12.12A,13&13A FOR REQUIRED MULLIQN CONNECTION DE':T.AILSAT a FOR A Sf*ECiFIC PRC)EYLkT'MOVNT#NG INSTA L ATION TYPE,INCLUDING ANCHOR TYPE:.THE: TOP&BOTTOM FOR FLOOR TO{'HUNG(TRAPPER)OR WALL.MOUNTINGS OF MtJLS..IONS INTO FOLLOWiNGGEf" tTIONFORSLATSPANSHALL.ESEC(rNSIDLRCO CONCRETE FOR A'GIVEN MULLIONTYPE('Ci),�'3F,Q$A 4:}). Latour'THIS IS THE MAX IMUM All OWA$L E SLAT STAN FOR WHIQH A GIVEN 112"SLAT SLIP MAY BE Pfi Gi qRE:*kIF BOTH STORM MARS&MULLIONS ARE.USED WW),POR A GIVC.N A.SA).DESIGN PRtSSURF RATINGS. 1.MINIMUM SEPARATION TU GLASS FOR%ATS IF BOTH STORM BAR$AND MUWONS ARE USED e HlNttdUtd REQU4Rs::U SGPARAT'IC?N'YO CSf.ASS#S PROV IL7cLi DN C.HAR7 Fa'.f'RCS'JIT1G'."a SEPA4:A7TON SIiA A BE BASED ON CHAR'1 10.ON FMEET't6,IT SHF,L 1_OF,MEASURED FROM MCK OF SLA'IS TO TO GLASS FOR PtTOD'JC:TS Wf(:ORW STORM BARS(SFE..STEL'4}. GLASS :>3,;,EY;t:OBT'AtN INFORMATION ON PRfJDUt;T'S SIDE HAIL ANCHOR SWACtNG RE:OL)#REPAENT�,FOR t.ENTER TABLE.I ON SHEiET'22,W'A.5 1.).OrSTGN LOAD A N 0 STCTF1M BAR SPACING ANI:}DE'TEI"I I CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHaOUI.ES Va.Vh 8 Vh'ON SHEETS 18 MAXI MUPA STORM LAR SPAN If 10CRiT) rHRU III.ENTER SOiSDULE:S lAfilH FINALLY DETERMINED ANCHOR TYPE,SUBSTFLAT'E,MOUNTING TYPE.A.S.7 DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXMUMANCHOR SPACING ENTER'TABLES 2 OR 3 ON'SHI"E`23,WITH A,S.O DESIGN PRE:SSIJFtE RATING AND STORM FGAR (INCHES ON CONTE FES),SEF OEWRAl NOTE 7 ON 611#CT 1 FOR ANCHOR SPECS. SPACING AND EXTERMIiNE APPuCABLL OPTIONS FOR 6lk''MM BAT(CONNECTION TO CONCRETE TC)Fi 4 BOTTOM.OPTIONS F'ROViO E ANi;HOR SPECS Al"ANCIIORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4.IF r ROflUCT'N5F'Ai.L1+T;JN INCt.UOF_$STORM gAiiS.MULLI<?N;,OR ST'L"IFiM1 BAFfiS&MSULC!(>tds,THE TYPES COVERING Pr4RMANP.,'T(ANCFtORS A&O)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS F:'kLI.AYa1NMANDATORY ADa^.i11ONAL PROCEDURS.S ARE:APPF K,P,f 1AL PACINGOu Z OR:Y ANCHORSPER CONNECTION DEPENDING ONLOA(}AND STORkR ItAR ' SPACING, pRL')fET,;TIj(,tE;4a.IF STORM BARS ARE USE:E) a.EN)'Ek SCHEDULES t;r THF,u:ie ON 5HEf"FS 24,26&26 WI A.L-D.DESIGN PRESSURE RATING: 1 f.AiART TSEPrtRHE'EI:S,f~SHALI'ORSLf'sG R OFRMBAR5f3AG OPU9FT SHALL ETEBASE.LTON MAXIMUM MULLION SPACING; MAX..,12',ti'OR 7'T.AND DETERMINE MAXIMUM MULLION SPAN WART To,LTM SHetET 15,TT StiFaL.l,BE.MrAFiUREO FROM k)AC'K CSF SLAT"u TO CLASS MULL(ON IY EL MULA.«E'tt ORIENT,AT1pN IN t3E'i WEEN SPAL"tNGS FOR A GI'JE N(5',A).G & MUt.i.lf)FdT'YPE$MIFLLION ORf£;.NYIi"K)Pi. 2.VNT<R TAE#LE:.1 ON SHF..T 22 W.,.fa D T t24ON LOAD,5T ORM BAR SPACING AND OF rERMINE S SEE SHEETS W.IDA,11,t Its,12,t2A "'$13A rOR tAUt.LION CONNECT fON 05TAR.S A'T rOP& MAXIMUM SOTTOM FOR FLOOR TO CEILING q"RAPPED'i QR VfALL MICL.GW,IWS£3F MtU..I.WxNS INTO CONCRE'.TE-. A«.1.t?VztAEiL£:S'1'ORA+E}fiR SPAN(rit~tGf rT} FORA0I'VENMULL ION TYPE Cr,.,:.CI LSl &:'C3l). 3,ENTER TABLES 2 OR 3 ON SHEET 23,LnMH A S.D.DFS4iN,WRE:SSURE.RATING ANL?STORM BAR SPACING A14D DE:TERMIW APPUCABLf OPT ION$FOR PSTORh1 LIAR CONNECTION TO GONCRETf: -....-_,-., —---..."-......-.-..—----,--,-- --• -...-... _ __ ..._, TOP A BO TT OK OPTIONS PROVIDE ANCtAOR SPECS AT t1NCHOR$TYPE LEGEND f OR VARIOUS t PROGED URE PCK STEPS 1'THRU 3 IS i#HILAE{FOR INSTALLA11ON,INTO WOOD FRAMSL: ANCHOR TYPES COVERING PERMANENI(ANCHOln A S C3)OR RE OVAKE(P NCHOE2S B&C) STRUCTURES.SEE SHEET$20&2'FOR L.IMITATiONS APPLICABLE TO INSTALLATICINS INT'TI' I INSTALLATIONS&A CHOICE.'OF'2 OR A ANCF?(.)RS PE:R CONNECT ION OF.PENOING ON WAD AND I 'sNtIC70 FEtAME S7"F€UCTi3RES. =`t"'i 11 BAf?SPA.GSNG. '....'...'..'.'. ........,........„._.a.,__.._.. ,........_.__........._ ...................,........�.�.,_........ >s,R.. # tnniyititl3iNJ1#0 1';Ssr';ID,a n.SzLU:t{c.::a,'+L(Nora Ui1t,1n1gnY,y H,%=s•a: iw,! s it u ,. No 44187, �y, Raping Shut(er System I ' ISL„ CO, CyEX'ERT SHUTTERSERVICES "`•.— .. .,�>: i.i�r rGzn +t>+r Isar,( i r•necr= 2x� S�:A�E41f f•;)yi ... � x - u ,,.i:,.( ,te .a 1f,r st1 � ..... __ . }`�1rii. ftt)Ri4fi;.•,.\�`�� , C ;n �: � o " i x. .t 3+`at'Ar:.m•: < ea n ..................«............,...._..«..._.......,.......... ........._._...._......._......._.__............_.................-................,............................._........__.........._..,....._»,.....�.......,.,,.,....,,.. r t „._.._. .............._ _...-._. ___.__.__ __._-..__^_.....,........._"_....___^_....._..._..^_..........___......_..__.__-_^....^"^__......_..___-....^.__......._.....................____..........._—.^_..........................___...___.__.._...__.-.....___.._....._._-._...___.._. ..._.......^..._. ...__.______._..-___._..._....__"..._ SLAT_PERFORMANCE CHAR-I'S I,f�. I I�7t St IC. LONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.O.UG51GaN PRESSURE RATING(p,.f),PRODUCT MOUNT CONCHTION INCLUENNGANCHOR TYPE AND FOR INSTALLATIONS^Wt OR WK) ---i�: : --- I--I-- -.,n Rf% .............17 CHART IQ CHART Ib CHART 1b' CHART IC tAS'E KWWW VALUE BEf6M PO'Sfih'E WD N6[w11NE A&D.LlSVt .............................................................................._..........._..... .....^......... . .............. ._.............., .. .. . -US£11AQPUM PO67 K A a Lm YAM .. 318"p KWLK BOLT USE ANCHQR 5hGt"o TAACON 2 L ANCHOR 5116 a TAPC.ON XL ANCHOR MIRLI: QQNCREIT TO PIMPED COMCAf.T(' t9(diO{A furD CELL 4"Jt£dtm';t=cR LAA%, MAX; SLAT SPAN MO. SLAT SPAM MAX, SWT SPAN REQUIRES! WfN. SEPARATION TO GLASS QFSF 1 `LMAtL," (GT; " 114X.'(r15 "f- (•• Lf?} MEASURED TO BACK OF SLAT(in) fJ i4 FR/PPb'V HUED-Wi %MD-OUT.. WAU. iA*m &fulu.11-Om SIAD-Wn WALL IRovo pUM.O�-dur -Our . RA1TM4 WUKI t ilm ,+t) I N/ fmU++7'W/{E) 160UN1 WIMP t�Q AR tCWNi W/(F� k3 4i NOUNf ��p7�� MWNT W/li."7 YI Q$Tf1RM EUdZu Cl STORM BAR (p l) $w Kat a W Wmi r �:f�7� WE N=* stt NO V$M sm No.,M W(y � w Wfu M m w?IEB r StF egtEs M � fi[wM5 M )ND ZONG riMtA XONE RID WULU ZONC ♦ SPa.itlfC'S.IF 1.^•3 4 1-3 20'--0' 20°...0" 20'.0, ig'"a' 10'»G' 16'—V• ?U"•()' t--5'•-a" t9'-0' 350 y+'t O IS S LJ if 0 0 l4-0- tt 3 ?/+ b 3 d C 14 97 490 20 S i 0 ( 3 20;:.6- 71 2 tU O '13 y 17'-4" 14 t'S•9 17^) 4 if2 G 5Q.D �!i 4 14 t0 E 9 t 7i'-t r3 i 3t c } ... .... _b. .f2 5 59Q �3 0 i1 (;' U 5t 41 A 15 + ti ~J fl la l 80"0 t7 t 9.. a }t > E.•9 7 1S i t1 ...ta-Z X O tt ? fi ii J,0 t r t t o i 7) 1J t7 q ( a all 1,. .! 0 1 790 I. ni - T !7 '7 t 3 0 -0 t-..d 0 - 7 i .t J O 9 )6 'Y [l' )^ 1 tit U. i... 900 S> " + ” "0, 3 1 " _.S"... 13 50.0 14' 7` 7) t' Yi-+ 0 7DQ.0 Il '� tC 5 9 1 ti n. tl G J-5- d a if{ C II0. A 3 7 6 2)r j1 G 7 t 27.4 _R _ } 11D.9 7" 3 F' 04" 1-� :O..U" -}J ti•-p10- I ... ... .. .. .. : .2 P-13- 5 N a- r 0 1330 s ?" 3 9 t• } (:" f ._.0 7-} •t" t9U0 T . S. . 190 y jT 7)" - o^.. _ 0 . f09.0 ...... 1 bC40 _-�G" - ?'-�tS' a-tl; E'..0^ .. � '_I � �- f•.,_+- t" - `,� .t/lCF:i;,;f:D tFA?: ci a" :terryi MAY (K ittr'? &;i LO r " j ANCHOR i t1COUl t ON, S!+.. :§. tt• "k-K: THA-1 <aa at t t"7F• SPA0,1W -S nu€APfLL "R '141- 't.:- i11e5at5ft,01110", 1 . •'4'3 At•1) A4.0 )Ec a "'RL.�„t t. FATvu ��+�°` )•l ( q 'l�C-p+ .., �/)' �i r•.�..i E4 NNG E {Nor HIO fP ri s .r Lol .... .. ....... ": t;t;Qt.R�'.s. } 4'A.(,_'t•'AS E:EL1...T ,..IF RIIN.r.,E;t;t'v'Ct:)Irf,.1SIT ............... ...........:......�. .,, ....... .. -. .._ ... .... ....-. .. ....__. 318*0 4cW1K BOLT 3 ANCHOR $j16 O t ANCHOR, ; i i�.'.REV 'Cr)N ;:,{"'f <3R c?OL:'tQ B APC f4)ii ANC} ✓ •t'r _ �..� { �� 41 £ �S. a{ r. n "'.1"z t}'K 1 l r:+ 1 R c+ Tv diR Tv- NO 167 j � I UTTE uSERVf a`'IN roL t Ecomc SystemRailing Sh,,tt&e _ - : � L3W..:-•.kl, fd.r;:t�.i,C: T;"- *ls+ L EXPERT SH R �CES C � . _.. s ' z t.t!f..^ nr a .iN c ai'ry �l3�ki R!*.tlf w�+, f.,.. Y \ .Y ., E, �5 ",War VMI( i V i i. .'.St:)%::. .�/+�A'w-�4 � sltr�v{+�r ) t; ca ra 1v�, w r f ...��..�: 0R10 a,, /�3N�tWr t. __ �� ." r "- x•R i 4 w,_I. ....................___-.---- ._.__..._,. _......_.......__....._..._....... _.__.........__..._.............. ___..._.._�._.....-._ .__...._.---...__.._.._._........._•.__._........ __._.__ MAX,ANCHOR'S SPACING SCHEDULE Vb FOR AA GIVEN SHUTTER MOUNTING TYPE WI 5!16`0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.Q,DESIGN LOAD&SLAT SPAN RANGE t ». VYRLL MOUNT SLAT SPAN RANGE " as at t�sak o'-•a' t > a'--5't S'-s't > e.-T 1 > T...r t > U'-12,t y 12'-10't KA��•C`(puill L..... _M:.,,..n 8..::.: _$.. :... . .... e 6' $ 7 t f2 w ta? _ ...,..... . St-•d. 8` ..��.. ..... 5... .. .......-- -.. >dr aC Ss•• b- R` f3 8" ,3i. rY -yf/7d3 }i/a.F" �.. .., .. f MAX, 5 AFOR n >aL., 8. GIVEN A.S.D. DESIGN LO AD SHALL NV9B EXCEED MA X .Ay C-,?i ' 1/2ST SPAN INDICATED ON y• L4t PFRPOkM1WC CHART a' SHEET 16, .FA -PMNM L......_.._...—._.,____........._____._.,. 1'fz.4PPEC7 MC7UN;F ♦xD; SLAT'SPAN RANGE DLs+ctd iRE d•-4't > d'-5't > -6'1 .> e'-T t > T••9•t } 4'-12'P > t2'-16-`Yt > ,e'••2D'! Gi l 1 ....... _... ..' .. .._. ...... __ 6" . r .. ........ .. .. IA9- 2u , _ .. ... la i.s/a . e n 5 3:a' c- 7 ...... Esu —D-uuT MQuNT ; SLAT SPAN RANGE " O44 t 4'-slt > s-s't > a'-rt - > r-a'i _ > >>r�r.•vedR)d3s,,,l'o,6m,,2o,u0 S. Eu6sPb j" EcstCvt ti"" y. _l_E.kf.5.si_3"`", .'ESe^1S:",","'L;�..q..!:f,,�;:jI`5.....+.ia.^ch:.;Fpa 4.}t3aEUtj"j"'c&',y'tdC�'.2,- ,. Ch;.../2...i�Ea6C+/.)Z +iF.aEte.�.if. ._..iE-Uf,•$:._.T ibE;3+,'ts((E6")" �Ee�..'' iGEd r}.^..�I>sVVj_-,j 1z,.1l Ja' rE�.- .a,.e_ .'.I t5 oE-:7(" ' I ? '+i L f' e , e2 3 u ttf? d 1/2' 4' 3 f" jf4 }t J/4.... .... _s`atyja" M11 ! 1.; 3fa .C ,+:- 3 • —',-4 3 ._r43 3 `a" d ..%•1' 3 l:a y/d•sa; a ' -__ .._ _._....... 4. I .. .._ \\tdHUuraH 1_:MIOA iN:LI)MG :i::F:INc, Wqh VnA-;ty Nvrr6:nnc'Lan:j ... ....... . . _ .. . ... .._.. .. .... .,. . sa �G, /� .... s1 cwt �.L 7 ,� �GENs 1....._._... .._.... ._.._.... ' .. ��1, 1.3 r li 41 r•, rM I �.�... '... :u z ae.nm ! RDPInq >I)U}tFr St�•teti+. xAt 1L. EC t>ac fur r n a c w t ca EXPERT SHUTTER SERVICES STATE 1' v K year. T�t • � wv r .-......___,_.._............_........_._.................. w'q <'`t• :,.:'man ��.� ., .. .. .._... _ ---____'. n n. Y trrr+)/tI1/+1111t,tttt ---------- SCHEDULE VC, L-T-),AGT1NG-A-T-AI%8&-FQ"N-A POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDI14GS (USE MAXIMUM VALUE BETWEEN POSrnVE AND NEGATIVE A.SD. LOAD) ................. ............ .................... ................................. ...........-........... ............ ............... ..............................................I.-............... .............................. .................... ............................................. ............ .............. MAXIMUM A94D. SLAT SPAN RANGE DF-SIGN I --— — PRESSURE > 4'-5' > 15,.-6, F3'-,7' > 7-.-9' > 9'-12' > > 1 6'� 20� RAMNG Vx �Y— vy v,, T �Y- -v VY (p V. x vx Vy Vx 5 '59 18' 9 240 YX 10 1�,5 9 CI ....IY ........ ........ 1- '586 1-0 ;.30 oo 4,0C) 44' 40 .393 1�8(, 82 3 240 1328 3 2(1 !8`3 ...... ..... . ........ 2 11 . 1-1... >4 6 0 .9 0 794 2 11 Gj C',8 270 1266 1162 4 8 0 582 .......... S 7 `40 80 100 360 1695 480 2422 0 254 596 2 0 i J . ............ . .. ........ >8� 1,05 12�1 2 6 .11 5 3S8 13'72 4 73 2009 .9 1 2492 13 M. ---------- . ...... . ................. i ,,17) 728 0 �i8l 3 6 0 134,".-3 4120 1587 4 2112 640 . . .......... . .......... ... ........... 0 :ww 28 0 �,4 60 '12 i 4 1"; 1869 6,.,0 20'19 C�, 5 4 2 Gi 16, .. .................. . ........... ........ 4 1--1 I l8f 1322 480 18' ,(1 1741, 0 -U T SPAN DEFINITION PERMIT 40W@R. 0 VEV.��p 4�T EXSING VALCTUK.G V Y SIDE RAIL Vx vv All" fl.i, Y, N a u 1)s .......... k0inq Shutter sv%te- E Fo VICES IN ------------ EXPERT SHUTTER SER SIAM .4x SON .................... ............................ ....................................