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HomeMy WebLinkAboutProduct Approval if i i REUIvLp NOT 03 2016 n s,� BCIS Home I Log In (User Registration Hot.To 16 5•abnil[Suich a Sty is ' PUDPszt 1 fflC Staff-: (iC[S Site r+ap 4rks Search R{ r[p t gm Product Approval l t rofessib I USER:pubik User 3 o-bduct Ap nrai M-Inu>Product or Aou6cat on Searc<:>AooCcadon L: Application Detail % i _ FL it i EL12246-{t3 Application Type Code Version 2014 Application Status A i Comments Archived 3 { Product Manufacturer Expert Shutter Services;Inc. Address/Phone/Email1626 SW Biltmore ST Port St.Lucie,FL 34984. (772)871-1915 Ext 106 callexpert§aol.com Authorized Signature Michael Heissenberg Eallexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert&aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bitmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CailExpert@aol.com Gategory butters Subcategory R01i-up Compliance Method Evaluation Report from a Florida egisterdd Archite4 t or a Licensed Florida Professional Engineer `7% Evaluation Report-;Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report i 3 Florida License PE-44167 Quality Assurance Entity National Accreditation and Mana ment institute Quality Assurance Contract Expiration Date 12/31/2016 3 Validated By john Henry Kampmann Jr. , Validation Checklist;-H6rdco y Recei4ed Certificate of independence FL12�46 R3__��z ERPF.T SHU-P E'"SEEi IC[ ii: ._.h V Referenced Standard and Year(of Standardj Standard Year `:.SECTION.1609.1.2 ASTM E=199 E-1886 2005 'SECTION.1626 TAS 20E 1994 SECTION 1715.5.3 ASTM E330 2002 i ( Equivalence of.Product Standards 1 Certified By Florida Licensed Professional Eng neer or}lrchitect i i � j 4cgons from the Code Product Approval Method Method 1 Option D Date Submitted 06/06/2015 Date Validated 06/23/2015 t7ate Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products FL V Model,Number of Name Description 12246.1 Nautilus Rolling SK ltter System Nautilus Rolling S6uttei Systel`4 Limits of Use instaltation'Insiructi ons Approved for use in HVH2:No 1-12246 R3 N EXPERT SH(M'ER SERV ! :Approved for use outside HVH2:Yes INC. NAUTTLUS0 i�G�`l!..ML Y3-T— z Impact Resists es 7 Design Pressur +160J i6 Verified By:Walter A. illit P"4167 'Outer.State Missile Leve "D"wind zones i.,2_5 and 4. Created by t[tdepende t Third Party:Ye abasic protection only).Pressure rating: +30,-30p.s.f.at Evaluation Reports 20'-0"span and+160,-160 p.s.f,at 8'-0"span with,1/2e F 12246 R3'AE'FXPERT SHUTTER SE ICES. slip.See sheets 15,16 and 20 for additional pressures and JNC_NAUTi 4 l r C 1-It R S ST ?E. DRLnIG- spans. 15-071 odf Created by Indeoendej it Third Party:Yes, flack sex A i C-ontact Us::1340:fdortty Monoe Street.Tattahassee FL 323909, 5 tE i - .. The State of Florida is an AA(Eeo employer.Copyright t 200,2-20:3 Stat-of Florkla.::.Privacv Statement:: esst i"Satemen : RefundStatement i tlnder'Flodda law,email addresses are pubEit records.If you do�riot want your e-mail address released in risponse to a pub records req.. �do�not send etectron;c (:tail to this entity.Instead,contact theoffice by phone or by traditionai mail.if you have any questions,please co itact 850:487,1395.-Fh rsu'aarm Section 455.275 (p,Florida Statutes,effective October 1,2012,1icensees ikensea'under Chapter 455,F.S.muni pmvide'the Depa tment with an email a4 riess if they have one.The aquas provided maybe used for official commun(ratlon with the licensee.Ngwever emas addresses are public ,if y666 notmish to supply.a persarta!address, please provide the Department with an email address which coal be made available to the public,7o determine if a�are a;liSensee under _hapten 455,F.S.,please - click here. Product Approval Aecepts: 51-Citi7iYr.RTAar.E 5.: R i 1 i J t :I 1 f 3 1 i S i f' } N .ANCHORS Sttu,t TPC INVAILM FCCLUWINQ A7.L OF THF.RfCOYMEMOTION5,MY S°fC7FlC.AtipYs DF IMI:fi'i(:Hap•:> MANOFMIURER. I. NQ11LO.1 AOLLtNO W.01TER SIMM,SHOWN ON 114:5 PRODUCT EV'ALUAHON XXVIAE'N'7 `L..;:. I'M VEf.N 0.ANCHORS Rf'Cv JgED FOR SUMP.OARS CONNEM.014:SitALL BE A<SOM"IM ON APPUCABtr KU.•TMNi Sq!O*,J ON`.::HEEL n. VERifTED FAR OQMPt LkNCE (ti ACCORDANCE WITH 114r 2054 (61,EDITION]hf TH4: Flo€YtDA^[i?nMwf)CCD:: -3/8*0ki 1/4'GAL(-FNS WN10ACTUR(;D Df POWER FASTMRs, INC RAVOLUS RIY,UNG SmUTIM MIM Si Alt.NOT UF'WSTAIM AT HLH VELOCY(Y NLIRR7*: &'LIMES(NIAA(I--CADF -)/4"9.3/4 SOLIO-SCT fAANUtA+..RtY[:D BY All. POJW,INC. /fRowWH3 moors). 3 8"P KWIK POLI T2 IIAINFACIMED EIS'MUlr INC. ��.,�J7AYTt1F`FYJ'15P'f1W°'673CrJL°�`1 ...",".."'•""".....--..+..�.,...:r,,., ..•..�..,�,.......�.•...:..,.,.<-.........« FOR A 1USIC WIND SFt.EO AS RMARM Ely THE ti1RI5D€ChON Wii[Ar THESE SHLOTERS WILL Ot:INSTAIACD mq;aMtIM EDGE NSTAMC AND SPA4010 FOR ABO4 MfMKINED MCIMICS SMD.Or•.AS INDICATED BELOW OV AT ALYVE MENHONF71 SHEE'•. FOR A DIKI 170NALITY FACTOR✓,n«+11.R5.USINO ASCE 7-10 FOR 1NVAUAT1045 UNaR 2010 MC EDGE,DISTANCE-AND EUSEDUENTS AVE..MOND ANY FINISH:MATfRtAI. NO ASTIALL NOT E-xcMo THE MAAtut1M(A.S.D.j OESIGN f4 T VKC RAIMS AiD1CATCU ON ViEFIS 13 THRII%8 k 20 IIISII 26. DiftouF.tit TY ORCCR TO VM"?rill:ABOVE:CONDITION, ULTIMATE-DGSION WIND LOADS DETCRMINM PCR A= 7-10 Mot FILLED OR S f]k5'T..4tE(1ilGEIaTA.ti,!;,u,.,,DL;(GN.WINO.EQtdT".8K:M1JLTIELYIIAr,;'Il1E!d,..aY.08.w 117TSIGFt..TD. ............. ... ,......:..ANV)IOR.. .,",.,....S,PA UK.:,.Cp;,1QQ%._." ,Ct)0,G gi�TAN(:L.4 it1gR.,..,..,,,. .CON l3ETF .._...-.!(:[ih•CJif1E.LC...... .-,,.......„..,,,.-.-- TU COEtP.'sFiF".Yft(!^oC V!f MA% (A.S.Oj DC�'fpj i?RCSf.Uf"lE((ATiNG5 7N01<:riTCit ON S1+EE"(5 f9'ILin t0 tr ,o 7wRu 24;. 3/S•tta1 Ile CAC•Y,-IN 11 A` i 1 2 1 t1AI(:1ODUµN} NOT Al LOM 7. LV ORVET2'TCF e t 1/d'ba3/A"SL?C1C7-SET 3' 1 7/8'{3000 Ps%) NOT AILOWEri YER4'Y THAT COMPONEMS ACD ANCHORS 044 THIS P.C,D.AS TFSTEYI W'P,E<Z:NCT OVER.SIRESS , 318.4 KYM Ti00 rt P' f` 2 1/l.'(3000 pr) NOT A."oliEO A 3376 INCREASE IN ALLOWABLE TRBSS-FOR WIND 1J3Ai)S WAS ff usCu'14 TmEIR AttALY51.i. FASTENERS .S/109 IAaCON XL 3 3/4° 3 ij$" 2 t j4'(28'.M pA;} 1407'FLOWED CPACMCS TO WOOL)14M.HE.EN CIETECLMINED 7N AC:CORUAN_GE WC.. k10".7077 i:. _ __ „_„",,,,_____,,,,,,",,,,_,-„• „„„. AE;(:Of4DANC M7TN f:fiT10N 56S,U t,:1 CYE'IHC A(iOVE MCNTMNEO CDOE.�AidERICAN TEST Lib OF SMITH 10.ANC=HORS RMU1RE0 FOR MULLION CONNECTiOtS SPALL DE A1i�Si'ECIMS)(A7 AP+(n,ICASI-E.SUMDNS SI*WK Oil SHEfif, iGI FT.OR€DA RFAORT 1 1030,01--OB AS PER AIM E 1080-•A5,E 1080•-Oti MD.E :3,30.STr.JJ(It4RtT5. 0MIFriHG tOh 71, I1& 1_, IV, IS& 11A, INSTALLATIONS f0 W@IO ZONES I;?,3& 4.1,11551i.E TYPE O AND ONLY APPLICABLE, to BASIC.motl,cro,4 •-KWIK BOLI 17 MMItIRS10N ANCHOR MAMIPAC^IUKO 1Y HII.11.INC, INS7AL•1A71M S.AS DEFINE() BY SECHONTf 0.2.1,f, ti?.t.2 AND 83 OF AM f P046 &EE S.,ENTS 14.4 N Hti •k,%prvi ANCwt EPANUF'AG11ffifo VY 11111,INC. FSPR AD01-00NAL L<WTATONS: _Ivt:03f,-InT ANCHOR MANUFAcwKE'D HY POWEIL FA4Tf71FFT5, INC, .. ... ...__...._. .........._ .......- ._.. ..._ .._..._..... ..._.. ... .. ....... .... ....... .... .... ........ ....._..._. ...._............._................... ...... ......,.... ..........._. ......_.._..... ........ _ ......... . ALL ALUMINUM EXTRUS0HS SHALL PIC UD63-6 ALLOY COMMS OTRE"ISE NOTED),SET'SHEET 7, v,N!MUM El?GE DISTANCE AND SPACQIG FOR ABUC MENTIONED AKtHORS WtA,BC AS INOIGUCO BELOW OR AT A8011L.MENDDNEG S+ILET A.Am 9CREW5(E•XtT:'.FTr END RF,TET1ILON SCREW(C '1C DE STA1t:LEa^S:'TFL1.:iO4 pR 371:E'E:R+55 Wlrf!'i'J knl r.DCE DlstmcC Ar(O cupI:DOENn A.RE BEYOND ANY r;hIM mAnRm. YIELD grAfNG7tL Apq)90 k3i 7Et4(Fii,(i ,rMjAf tiTfl?M M RROVON REIV':IANT COATF11 J ARBON SIMI.M PER Dir+ C:MBEA6!Ek) ei I Wx+ 5007 AtL S,O.8.ARE TEN MR.CA% MANiO'`ACTGRED NY RW OUH.QE'X&Sfittl.Ct51APLY''f 1'LORam Oifltmic 4�,Wnr€Li1'O OH nhiCNO^n SPM1tY,:O TOUT CL'PrE DiSYANCt:f,1 10016 t:hNf,RCFE �,Nf:R.R"BLOCK COr, SCMDN 2411.:l3.4, %/4'c HWM Pi•O::T T2 27' 0' 4:3/4'0000 noF) HOT.AtLD`NEO 'I, 1300S TO lit ASTM A".JG'), QAI.VANTEEC)OR A151 304 DR,ITN S(:(C€E6 5TA)NLES5 SX0.''`1114:7U k?,;MN: s r„~ r •--'� r „''dr'„ 2 HOUSING�E3ACK&TOPj.040'THICK ` f 19 • fpr 3 HOUSING(FRONT&ROTTOM).040 THICK na -;' ' r d ` ” Q `f ,.cs 4 SPRING BRACKET 5.... S ASSEMBLY..... ..... ......... _ . 5 d G 60 NIM OCTAGONAL.AXLE { „''f r ✓'r 7 SIf1E RAIf(MAIN S�C�ION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT '�r-'"�rff r '�// •� 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SUIT 'op 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 14OUSING{BACK&TOP)FASTENERS (7} e "' ,d'r /'`f✓'� - 'lr„ „ „Y rr - '` �yy 16 SIDE RAIL(MAIN SECTION)FASTENERS �' „/ .-- d -•' ✓' d/`�' 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS d'P „„,,,,•� .d' ..✓ r„„.- �„d•�I' 20 60Mtvk-OCTAGONAL DRIVE CROWN •" d ' -� "r r:"r J' .sem 21 CONNECTOR SLEEVE 7.2 GEAR.PLASTIC OR ZAMAC CASING d,.„✓ 23 UNIVERSAL WITH DRIVE SHAFT 24 S%W OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING ,� ,.✓�„/� „ vv '°v^fry...''”„v''"”, BOX &_ENO CAP ASSEMBLY COMPONENTS Fr,VOt,r50.0NU CCO'c (Non rrwane Zncn) _................... ....._.........�.. .(....._ .............. :.,,.r _^'.. .....,,........ ._ ..... ..... _. .,....... . ........... ............... ��. ..... ... ...._ r , ... ^a,:. .... 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(.T mu.riw�f,)�.Van��F TWO i�uhl "Mw,s Ar!�oc"I"W"avulw P "UT�1111-.�, m Svj, , ,Tr.jz i(cm is �Aww(r-cov-w. vv JAY VAR� M111 �KMOW� WWJ�ZR, W/C. FLORVIA Vtt,1LUfjG t:ODZ (Non Mqh Ve.06 ..................................... ....... .. ............................. ...... .... ..... ..... ...... ......................... ................................................... F ............ ............................ . 'ORM11i U-I fo*C. WA, CAC.;i �SIAAU "WrMl 01-41N Rolling Shutter System A=17JIG,'5iA115 WOW �A L. E C 0 EXPERT SHUTTER SERVICES AP14- JIV ADEATICk-11 PW z INC. /,YZ Mt,-,T F.(. "MU�f)ccj,Agltl� Mr. S R 101�ii! m"! jVfX.(I 34��.44 E M—M ei, .................... ................ 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Y �'"' .)rJ$rV.?, :� /. �� •T • �1 v1,FY dtl, [::_'� Y � ' �y�.. s y / !�a IM oda _0 /8 ods ods o/e 0/8 Ya, nn t ; a uaFx c ff a,uR0 t{f t t t i . rut w CUNCY+1i F!mr �,, �4 Qt-tr if�3ta; t faK C to liF.trc Oulu YF( ,I•.•�rV Z "" '” G L x, a 4f w4Li. fy'1 NGF �i -",t ( 1fIJN .WIN , ....+..... y .. .................z,:;�ai--. J ^.i '..., >T'J t; 'Iy yG..'•;'rt,'4MY,At.(151. .. ::/ ..,tee•:+; tA:!� F G �t•' T . J'13'•rSLY POINU t)TRF':. t i :tt;:II+ rij 1 •+ i/A`sl:'�. rat.(.a•..}S-;.f; it•H S 4_rFP;x^G,ail p?t' . FLOORJCEiLENG 1 TRAPPED M UtMNG WALL MCJUNTING BUILD OUT MOUNTING, SECTIONS YrY� �/,.), T N, k0ilA sv^?.ORiG C_W..`E. :Noiflyr'voocity ficm¢are Zu-') .__.. . ..._.,... ........... .. ............. ....... ........ ......... . ...... ............. ti .................. ....................... INSTALLATION DETAILS ON EXISTING POUREDRol " --:, CONCRETE OR GROUT FILLED CELL CONCRETE.. _ ' ��" " �C++ SHUTTER SERVICES SwSlCrtr sr,•nny zRt-� �� Cr f.�kNc. ;fir„ '���/r4: _, na,i{i'ns=rkrs��wakc'In(w'r,MNYardY�ERPERT SHUTTETi SEi2VIGE$µiNG. �•-� --• . BLOCK BUILDINGS •q� TATCktf w` awl .Y..,� � .,, ;u::.i r T.wrr aku-0.,Naar.. w xv r, !�sai �_• nun•.ws n �4 ,;T'1Q(Y I1 ,�( l,`E_ r ,(R ttl t[Ig[ _ a'••�- 1—._ _c< v,.e! 4 Otte r ' MWA:COVO?1.4 , t t - ;owv IS -­--------- M0,"ti" OP 13. A,irp r 16 3) �Es fa ls, . .......... ............... ................ 1.7.". ox CHI 3,16,Si.lql SUP ................ .............. mv V TRAPPED MOLIN BUILD -—Out SECTION R��; mou I MOUNI SEQTIQNs Q-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS ........... ........... H V 4 D r_� -M (PLA SECTION g'--Q' (PLA & i A ED ., lb _ . ORIENTATION IT —fil,wy, 1,n,%4, 'A'It, 5up WALL MOUNT END MULLJON 5EGjLQN__Q:_ SECTION g_(pM 0 R—R (PLAN) SECTION W-R'J� ORIENTATION ORIENUQN�O�42LUO, ORIENTATIONS #1 & 02 ORIENTATION #2 JUILUON WALL MOUNT END ULLION WALL MOUNT END NJ) U WALL MOUNT INTERIOR WCUON TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 ........ 0E, P.NVOOD. I W1 N�j i },7:Y aE Jr G" MAN) ORIENTATION #2 ........... WALL MOUNT END E2 INTERIOR MULUON ............. o'. TQ7% DO rlll�zllfm Iv1pilir CODE (na'. W.�h V61--i, ........... .......... ................................ .......... .................. qo.4416 u L U S Shutter System ............... .71 i/r 771�1 il ........................... ................................................... 7 Ndi` Rolling ............ I. R,-'. I ld c. 11LIECO EXPERT SHUTTER SERVICES INC. SECTIONS 0'-0'(PLAN) !lwlk-OK INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ..................................... .................. .......... TYPICAL'MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE SLMMURWMIRES STEP 1'OBTAIN JOB SI FE-S A.S.D.DFS(GN PRESSURE RATING(P.ST)FOR THE OPENING AND DESIRED SLATffl9.CFAM§_4q,IF MULLIONS ARE USED BUT W10 STORM BARS SPAN"L'(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET'1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF,MULLIONS ARE USED BUT WO STORM BARS SHALL StF Ib') THRV IC ON SHEET S TO PETER ,BASED ON 112" -w.loms Eer m:a.,.s!iAu.,arz.MEASURFDFROM,fiACK-,- -P?,eNnRip CHARTS (In, Ib & I MINE E) SM 0 w.mimpicim.r 0 ...........1 (M)IjVANCH Z�AT SWEIRAK.S.,A.'S.'D'.11M. 11IN T)Rvs'SuRr mm-146 ual..y vw- ........ OF SLATS ID GLASS. "j LIP PA SL N Rr jfR AprFSPA v ft, 2.ENTER SOIEDULLS to THRU 2c ON Sf-lErTS21,4,25&26W/AS D.DESIGN ILOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION I&PROVIDED KVCHARTS.I THRU IC 10 PROCrim WITH SPACINv(MAX,12',B'OR 7),AND DETERMINE MAXIMUM MULLION Sr O,fEJGKf)W/ALL(SNAKE PRODUCT INSTALLATION VERIFICATION: INTERPOI.Al ION IN StWICEN-SPACINGS FOR A GIVEN MULLION ORIENTATION. • rNTERA,S.D.DESIGN PRESSURE RATING.,SEE STEP(1)ABOVE. 3. SEE:6HEETS ILI,mk 11.?]A,12.12A,13&1314 roRRE-OUIRED MULLION CONNECTION DI.AAILSAT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THF TOP&BOTTOM FOR FLOOR TO GEILING(TRAPPED)OR WALI,MOUNTINGS OF MULLIONS INTO FOLDEFINInON rOR SLAT SPAN SHALL,,BE CONSIDERED. CONCRETE FOR A G)VFNMUI.LION IVVE a(33,):, LmAx:THIS IS THE MAXIMUM AL.I.OWASLE SLAT SPAN FOR:WHICH A GIVEN 112"SLAT SLIP MAYBE ttga-QQRE�4 IF BOTH STORM BARS&MULLIONS ARE USED USED.FOR A GIVEN A.S.U.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH$rQRM BARS AND MULLIONS ARE USED • MINIMUM REOUIRED SEPARATION TO GLASS 19 PROVIDED ON CHART Im PROVIDES SEPARATION SHALL BCDASEDON"R7 Ac.ON SHEET 16,IT SHALL.Of-MEASURED FROM BACK OF SLATS To TO GLASS FOR PRODUCTS W/0 OR W'STORM BARS(SEF,STEP 4), GLASS. EP 3:OBTAIN INFORMATION ON PRODUCT',-,SIDE PAIL ANCHOR SPACING R cUIfic ZMrNTSFO R 2.ENTER TAKE-I ON SHEET V2 WA.S.D. .'A.S. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE It o CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEOULES Va.Vh&VIf ON SHEETS 16 MAXIMUM STORM BAR SPAN V IEIGHT) THRU.18.Eti7ER.SCiiEDUtr--SW[Ttif-INALLYDETERMINED ANCFiORTYPr.sUo,97(;LATE,MOUNTit4G TYPE,AS,D-DESIGN PRESSURE RATING&stA'r spmmw oo jA(N MAXIMUM ANCHOR SPACING 3 ENTrIl TABLES 2 OR 3 ON SHEET 23,VOTH AS.().DESIGN PRESSURE RATING AND STOpm BAR p (INCHES 7ONSHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE A0PLICAOLL OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4.IF PRODUCT INSTALLA-UON INCLUDES STORM BARS,MULLIONSOR.87- R i MULLION THE "TYPES(.'OVFRINOPr-RMA.NFNTIANCtTORS A&D)ORPEMOVAt3t.E(ANCHORS 13&C)INSTALLATIONS rou.mma mANbA'raRy A0017 IONAL PROCEDURES ARE APPi ICARI.E. &A CHOICE OF 2 OR 4 ANCHOR$PER QONW071ON DEPENDING ON LOAD AND S7011AX CAR SPACING, EWCF jjtLn IF STORM BARS ARE USED A.Etll'rA,SCH!:DULE.Sial'MRU20ONSHE8.TS?4,25&20'NIA,60,DESIGN PRESSURE RATIPiG: I MINJIMUMSEPARATION TO GLASS FOR SLATS IF STORM BARSARE:USEOSMALL SEBASED ON MAXIMUM MULLION SPACING-6,1AX.12%01 OR r'1.AND DETERMINE MAXIMUM MULLIQNqPAN 1� CHART le.ON SHEET 15.TT SHALE:BE MEASURED FROM BACK OFSL,-,rS'10 GLASS IVIEIGHDWALL (:Gtkr!ONINBETWLIENSPACINGS FOR AGIVFi4(.f Al MIA LIONlYPE&MULLION ORIENTATION. 2.ENTER TABLE;I oi,4 SHEEP 22 wl/_s D DESIGN LOAD,S'I'ORM BAR SPACING AND DETERMINE MAXIMUM 5, SEESHEE1810,10A.11'IIA,17,t2A,t7S13AFI)RMLIL.I�IONCONNEC.I*IONDrTAfk�,'AT'rOP& ALLOWABLE STORM BAR SPAN(HE4131117). 801-TOM FDR FLOOR TOCEILINO(WPPED)OR WALL MOuNDWSOF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE 3,EWER TABLES 2 OR I ON SHEET 23.WITH A S.D.DESIGN PRESSURE RATING AND STORM EAR SPACING AND DETERMINE APPLICABLE OPTION$FOR STORM BAR CONNECTION TO CONCRETE ............. TOP81 BOTTOM,QPTIQNS PROVIDE ANCHOR SPECS AT ANCHOAS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEPS 1 THRU 3 IS ti41AILAR FOR INSTALLATIONS INTO WOOI�ii�Z E TION, _ INT] ANCHOR TYPES COVERING PERMANENT lAilCi]OR$AgD)CDR REMOVAi.)LE:'(At4oi4()RsagcI STRUCTURES.SEE SHEETS 20 21 FOR LIMITATIONS APPLICABLE TO INST�A�T 0 INSTALLATIONS&A CHOICE.",)F 2 OR 4 ANCHORS PER CONNE CTICN DEPENDING ON LOAD AND WOOD FRAME.STRUCTURES. STORM BAR SPACING. ........... ........... WgI,vmv.ify ............... .............................................. ............... .......... ......................... ................................... ............. N o u tilus 44157, R01in9 Shutter System_ ImEC01"cl z EXPERT SHMER SERVICES INC. ' ._--....w.«-_! SLAT"„PERFORMANCE CHAfiTS Ifs, I�. bt .IC: LONLY VALID FOR 1/2''SLIP,) FOR A GIVEN A.S.D,DESIGN PRESSURE RArma tp s.f),PRODUCT MOUN T CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR WtO �.�-w,.y,. � ��. �• CHAR7 la CHART III- CfIART' Ib' CHART IC "• �{ ,��� y � �W t,SE UtVwM VAU.�EETAm Pb4tINE Nip LVL ATLVC As D.Lw .... ...,...__..............._.._._........ _, ........ _..... ...�.o,,. _.... ..,. ,...._....... ........ . ..... .... ..._ USE M1 AXWM POWK"E.LOM VALUE 318"CT7 KNtIK$DLT$ANCHOR 51111"s+TAf'CO�L ANCHOR 5/16'a TApCON XL ANCHOR POUkLU CONCRETE Ta Yaln€o cavcuEnr T.9 f.RUiTt(?CLCD CF.t4 Cf+IKNLTE BCf;CK YAX. W. SLAT SPAN MO. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN-SE-PARAwN TO mns DESMON 'Li/Af' (FI) 'L".* (57} `LMAx,a ({7) MrASURED TO @ACK OF SLAT(in) 'RESSM OtaFM "IAD-huff W&J)-our WALL TRAKU even-a)r Ra w wqu MAPPOD W&U-011 W_CLn .. 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T_ - n SO.0 IS 7 1R s tt !' 4 8" 1 d B )0 10 i {1 �b4 0 y ( 0 $ 10 U•_C { i'JtFrl d_ 7 , 95d 1S : 1 V9 a S 0 P 79 b td-a 4 A..{ 4- 4' a U B a 141-•0 .q ^3 j 6 i 1 A f T lase T2 z 7 e n B Q v rl to d to r Tt o T-1 r z s ry .0'... .q. h -4 7 Q iw_iJ2 } ..2 1 )1 T '" tU f C^ 138.0 A ''..._ 7_. � 9'-B• - J .$ r ryQ -T.,i 7 1 Ts 2 B 10 - T_Q+... _ 6 Ms, .i' + li) 'i?d U"_, _ ' a C n b .v :.d'. a a" r Iv 1jz A. 7 a 1490 1' to z i s a 10 r i h ..._........... ........ .,..,.... ..„. I SQ B T TORO 13'-,S' ._-::.' -T•...aY Y_'.•.. , .. ... --- .... D. .. r.,_._.. ib0:d 9'-G' -. 1'_L7- y_10• E•..Q” "-! - � rt...g• ... ._. ,..;Y ._..__I• .... 1i: 11•IE7tCnt::J !I.Ax SLAT 5%•h+5 M..Y FE USE;.:, tO!r`6 n': ANCHOR S: ACNG SCIiE.OUIYS ON' S;XE:r& iT k ,0 IHA7 AM ANCHQR SPACING 'S A W AFRR- FCR THE Ct7r4i7.ESPi)t)C1:tii> s I `tf+lttit+llHHetgt�r . "XN AND A.S.li. DE$GN RA!Ni3. A TI(( xr r ' �n Zo ............ hL gLtttxE_, Ir e..fzn'u r'ns"t.ets TO L xlx'SIM< <rrlrbcrc sr:...�t T, ...__. y.. t„ !�..-CODE on Hq`,Ve!Dri1y tI nt n 3/8'0 KvdK BOLT 3 ANCHOR OR 5/16'® TAPCOTL XL ANCHOR, r.;sr) �� ...; t r... -_......._. . ���1� ..�..7.Y-(���, 'i Rt,LrN PG�.Fr21;V CCNCRrT 3R C?O:RT ::L1LC) C°L: COQ F.'rF I3L.Ot:K, O4 j`�—`�- M,a�� \\ StL y$ a tv11H ;ja"�Tr. c r rr a A t5 )EVEGi:i)r. 'ral.it) � s 4� :ling Sf»,iter M}�s,em 167 i _ _ _ 0 _ Ltic EXPER7 SHUTTER SERVICES INC. naK t7A;-L fd:rti;Sirtr, 'IFLiP1'1 t.r:.N C, hC UJt tl: MG::rY1'EG. - - L t[sr nrs a C fla'tS4<t 4J ANY --"•" .1 i ' St., ?1".rt'.,f/©ANT A �L ,..fi'tt,O-,y; .,.�';s•7 xa. vx./oan'`r y' � --.e,t s ti-u'risr V+.rAQ ';,,A-- :rNS I'OR IWEPe>rWE LtNGS tW rLTCRA7NkO f" L"f"Aa 14F C`a^ VALUE.` r• r ntt S Farifta+ � — nl0:la'�ar_k_a•!z"to'Irx!e n :. ' F �A• Y F.' ur.� usw•ur , .........----------_-.__. _.__.__. ,1111..._.._.."_ _.___.....__,_..__.._....._ .-.____....... 1111.._-_____...... __.�___. MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHATTER MOUNTING TYPE,W/5116"0 TAPCON XL ANCFiORS TO POURED CONCRETE WALL &S.D.DESIGN LbAD&SLAT SPANRANGE--M WALL MOUNT «....",.„.......,. Asn SLAT SPM/ RANGE oeM v-4't >4'••5't " S'-8''t > 8'•-r t' > r--o't > 0'-12't > W-10,t > ,8.1.20't +ugdfccv - - ..__ _. +',C _ _...,.t,... ...x R .. . . p ,.. £. ...a'" 1 l jS,. .. .._. .. SPAN FOR A !'1141 tt85 (3to .. .._ p 1/? 5 � 4 . GIVENS ST.O, DESIMI LOAD i4 - ] SNALI•IMO EXCEER MAX, _..............-_..... SLAT SPAN INDICT CON HARt 7 1 2 U 4 1 4s 3/4..,11...1.1^. .. � �.... 1111 .. SCA.. i PER.-160 x., N. 5" 4'. 4" ON SHEET fs: _.. TRAPPFO MOUNT SLAT SPAN RANGE > b t 8 I't > T-8 I > 9 12 t .> 12'-18''t > ,8'-20't Plva£va0 _ _1_111-11,11.. ..—_ .. _.,. •___ ___.-__._.,..•,- .,... � ....._._ _. .. 1111 .._._...,.._,...,_....�. ...__...._..... ............. ... 1111_._... .......... ...,....... __._.._._......_...:..... ......' 1111. _................ .,........., . ............;. .......... 1111._1111..,1111__.. .......... ._ .. 1111... 1111... 1111_ ...........,_....._ ._......_.........__...____. ... 1111.• ......,.__ ........ _"1111 .........__._._... ..__.._.._... .....__...... _ ...._._......_._.__ _ 11.11. rc 319 ..1 .._:....................._. ....................... 1111............. ... .. 1111.,............. ... .................... .. ................' ,. ........ .. ,_1111 .......... _.._. ............................... .......... _1111... . _,..111_1............_-,...,...._.,........._....,. _ q._.,. , E}UILWQUT MOUNT SLAT SPAN RANGE FYESMB` Q'-44 f >4•-5't > B'-G't > B'-7't > Y`-9't '-12•} > t2`-,8't > 16'•-2G''t ( . we£ar) -F ;E2 = i ik (E} E! E_ E3�f E'r E , E E rF (E E -...,,toG '. ..8 . _ �nf2" 4t•i . >4)..w3 G 8 G 6 { J j.. .. ... .. 1. 4 ` 1 4.E6 4 sj41111 d ...j. F. '.>8,•t.,G 8" it G £ I i," t 4 l t +!4 ! 1 f? r, 1 j7 S ',!A S Ic c ?/4 3 A/d. s 1jq '1 3jtI .._ ... ....... S ct4. s s a' 4 t a tj? air + s > 1/t _ _ ......... _ ._. " 1111... ^ ...,.. _... r .. q ,._. q' 3 3,b" J'3f 4" I ttNipt{uunArrbll . ! '')Rt'r•1 v LllING :CUE(;ib': N9N Ya r:qty N rr nnv .r„t ............. ................ .............,........ 1111._..........,........ 1111 .. ... .. 1111. .. . ...... _.. . . 1111.. a �1 l ✓�a fid. "'C'1Jrb ft•1Ct"a:' . �G z �I 0 U l Irl S- �._. I II s Ro1l}nq >nutler System i,Qr ��. 'o,.,, EXPERT SHUTTER SERVICES i ."•��f 4�- lilt ifiT lla h Fe GI IfR!p rA-FAv( "'• ^ 1 Q•.• C rlT G l r� : `.t rY� 1C YJ )Y t I�'1 -9544 r•tAM��lr.IIJ n 1111., A t!' '! •�,'„�:t.t. ` r tit., ,. I •c �"_"_' SI u ry ._.,.._.....«......__........_. ....._......._............._.................,.._._..—_..."..........."...."....,._.._...................�_1111...__^_...,..._._......__._._..�.�,_..__.:^....... .. +YINllilltl11111t)ltt, ,