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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 i 7 wo, * R00a lkpzr,)nen(N Bcis Home i lug In i Usef Restoration I Hot Top. submit Surthame Slats6lects PUEilydepna MC Stan BCiSsite Map links search Busmen �� Prof essitnal Mi Product Approval ' IBPER: LWKDRr Regulation pr.n vnl Menll>Elndne m Aunllunon 5em0i> onikmll.11st>APPIICC1Ion Delell • _ FL d FL32246-R3 Application Type Revision Code version 2U14 Application Status Approved SCANNED Comments St, LucB Archived /y n County 7 Manufacturer Shelter Exa ut Shuer Services, Inc. Address/Phone/Emad 1626 SW Blltmare ST port St. Lucie, M 34984 (772) 871-1915 Ext 106 canexcert@aol.ccm Aumodlel Signature Michael Helssenberg calla[pertWaaLcpm TeNtNcal Representative Michael Helssentrerg Address/phone/Email 1626 SW Biitmore St Port St Lude, FL 34984 (772) 871-1915 Ext 106 CahExpert®aol.cnm Quality Assurance Representative Michael Helssenteerg Address/Pbone/Emall 1626 SW appears St port St Lucie, R 34984 (772)871-1915 Ext 106 Cal)Expert®aol.com Category Shutters Subcategory Roll -up Compliance Method Evaluation Report Dam a Florida Registered Architect or a Licensed Flonda professional Engineer ./ Evaluation Report- Hardcopy, Received Flonda Engineer or Arch tM Name who developed the Walter A. rilit Jr., P.E. Evaluation Report Fiona license PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 validated By John Henry Kampmann Jr. J ValidationChecklist - Hard.py Received Certificate of Independence FL I^ " R3 C01 EKp RT SHU77en SeaVIC15S tNC N8UTILUSO LI C SHUTT179 SY5TFM C I OPWQ, 15.071.,of Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code .Standard SECTION 1609.1.2 ASTM E-1996, E-1886 SECTION 1626 TAS 202 SECTION 1715.5.3 ASTM E-330 Florida licensed Professional Engineer or architect year 2005 1994 2002 http://www.floridabuilding.oriz/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/28/2015 Summery of Products FLY Model, Number or Name Description 12246.1 Nautilus Rollin Strutter System Nautilus Rolling Shinier System Limits of Use Installation Instructions Approved for use In HVMZ: No FLIZZ46 P3 if EXPF.RTH R SERVICES. IIJC, NAUTIt IJS ROLI ING SHUTTA, Sy]Zm DRWG. iSAT n,h Approved for use outside HVHZ: Yes Impact Resistant: Yes Vended By: Walter A. Tllit PE-44167 Design Pressure: +160/-160 Created by Independent Tblyd Party: Yes Other: State Missile Level -D' wind zones 1, 2, 3 and 4 (ba51C protection Evaluation Reports only). Pressure rating: +30,-30 ps.4 at 20'-0' Span and +160, .160 FL12246 IT AT EXPERT -r1 TTFR SERYICES, INC NAUTILUS P01tho rl f1T R SYSTEM P E R, DPWr 15,071,mf p.s.f. at 8'-0'spas with 1/2'slip. See sheets 15, 16 and 20 for additional ressures andsons. Created by Independent Third Party: Yes Rgul o coined.0 :: 19n0 Narth Menme Street Ta 4 hassrc Fl J]Jo9 Phone: 850 487A024 The Stale of fbtl0a Is an WEED employer. Canynehl 2007d013 Slmo el FlerWa. :: Pd, Soth menl :: A,,,Iblli, Statement :: ReNM Statement Under Flor da lew, ¢mall addrrevot are p elo rrmms. if you do not want your a -mall address released M mporea to a pabec-meows request, do not see elocroole mall to Uda eerily. instead, mnlad the am¢ 0y phone or Py Madelo,ul me. If you have any questlem. Potam mount 1150.4197.139S. -Pursuant to Section 455.275 (1). Florida serous. effect Water 1, 2012, tomeses Ilmmed under Oupler 455, F.S. met provide the Department won an email address It May haw one. The emalls provided troy he used for oR,dY mnmmnlra ion wIM Me pewee. However email ade,esss arc puNk record. If you to not won M supply a pnsenal address, please Proves the Department with an ¢mall address eIPM can be made available to the pulAm To detemtlne If you are a Ilremee under Oupter 455. F.S., please 01" Dem-. Product Approval Aazps: ® r n'CUTIt\:yl 1 RI<\' http://www.floridabuilding.ori!/Dr/pr�_app dtl.aspx?param=wGEVXQwtDqvzRNLe5q4OV... 8/20/2015 �Y nnz \ �m CTx L oiz m o L y Y m\ c t G£ ja 8 f 9r P W£ RR 8 o m ? m mt "N ai 'oAM m 99 a e �`3 e emu" o a eS n V 8-5F"_ m$ _"' c k - - F2 %� om • m m y �iNiN111alaIN� o o a,ro `�_ 00 unna'm:mc ifi ohm a Ff o b v v 3 i�oy cn m o�i � anV of p"m s Ps c m m e SYga 0 ge m N a RRES v A v � p mean s pax Sav �gv_ � g t o S.,7 i=�On iR m£Z ado=9,.Z Lit2 i "sm Roz ^eyod - 3 m� �Em , v4 0 poZ t S . m °t� m �: � •;�c'x' S?c � � ia} o�m R's �a:m _$ Amin 29 c R� sA `Y £E= via aq 'i'� H 2g 96+ F �K y2 zA �S i g F peF=�g o'x pp t5 14 m My�g P,� So \P •u� m°t �� Ana u^ •£ �g 99'� oa F S a a eR s tiro_ PQ y�p - �g� A Z WD m 6 Qln i `gL 5O� p m 6 O g o � a #2 #3 #4 05 I !I II bu•l I Irvla• a 6� I J�j 1 11-- III I �I I 9 r Y I S10E RAIL f>t3�4W4tV 410Y M4Vr]LP➢6@ !0 LLION FER > VM•VY oox- cunw,ce �nxm saa x0 4u Uv!h MLL I.) 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S.r[fi 11 0/9/10Y t✓M:5 xa of r.e mw ° x 1. rr 4 '' \ 4 `4wL FfnO qz:. ° I 0�9 I 1 V (`I LM i GYl .Jw x-..' cv c (LM1T •qDC , , w.0 mw : a ]•..:. it - " UV 6 V I 0 8 /(Y.51:AC Ncnar.aN f(0.1M1fD w•Lo+ v rc i (x sl•c mu rone+ oiu( 1 I ml ' M m Ear Noc> -t 11• M7]J CCpt fA (^{E Y [- f) CpKu[•e S.0 I MIpJ.N VL v!L RR h[[- I pEtx N / pKufR eIIU I MµptO ut a IS" G p—EE. kiw 6C1'O F lE 4lWRLG KJ2ii Ra.N� 1 B .CWaEO' J .( l x) vc1MM1P 1, (5Et E C) RW�eC3 3 WALL MOUNTING WALL MOUNTING OUILO-0Il1` MOUNTING GUILD-0UT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NIS 1111111(INW FLORIN, OUILOINO FADE (Nol (fqN 1,,, NYrtleene Zone) A. LE c:nl>,,.ILL4,K NOI,ItIlU9 GENS•f.�9`* �XI? IL IM1'. C O IMe. R.IlfDq ShtstW SYDInm wpwc f :.v �,F` :.ka lxm +Esnna coYFawx EXPERT SHUTTER SERVICES INC. c`L` i*ism ML«DNciwN ++A r'rfN'r. r:.'n"wl'Y�Yru �ex65s.. +31\Ypi(514L[S ti-G]I 57ATE OF ,•'�y E •-ma® w^` vCat WEiII IfL I.E. R L acw Nxi .a:rm ru:. w.rs wroxn . nm ml Y. I+CfnD� C[rCtu LBEIEr :i LPQ' Jd C' tJPP 9fPs IE) O tr III)wO x-[n N oBI] �GJA'0'C ` -e.Wucc sa�Aw iza [ i 0% 91 `✓^ (;CC sal ants oV roKPn[ to _ L(PA[II ix s fl 4 IB) Cp CM,f `JcptY Ell IY_ %MC[n s 4x`• 1 ro n[B - t COVA[R a o Q urt[ 5 n x IBl I c o-n ma' K . ( cwn n[ -Pce ^�E3 r. r r- 6 ,- i LJ ! O `l SECTION W/ STORM BARS SECTION P—P (PI AN) B R n_0 rt MO INT .. sn.• _ ,• P r ru' ofva: 'le c C n. �� / �_ o r P.c! — C vn .. air LJ ` SECTION 0'-O' (PLAN) 'c, yr xv C7. +/r-'i. ,/)-/.• ,K, yr P ,/a' w .• i ( : Ve-sv ,/:; ,,.• • w ,/e""2 ORIENTATION 1 WAIL MOUNT ENO uuwON SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) ORIENTATION 12 WALL MOUNT END SECTION ORIENTATIONS R-R (PLAN) SECTION RI-R' (PLAN) 11 $ #2 ORIENTATION /2 �.. ORIENTATION 61 WALL MOUNT ENO ILL NUWON WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR MULLON e C• PC _� �- ----- - INSTALLATION DETAILS INTO MULLIONS G G1 G2 P lI t J r 0R P -:005 SC SHIFT 20) ar ;.[n re) * AL)E4NATIYE Y TCQH A t.-[ ![L+1J 0.f0 r ,i-' (5[r gtp,[t nn I/)- 1 • )/<"a_pOx3f S.S.r$ I / _ uR cv ZKrl n) t H rxcoo-) r 1 WJ Nu) Mn BE USED SECTION 0'-0' (P ANl rlrvnoi 1. - — '-CR THIS CONN C lolq ATIOIN #OR - - nrsc-=a sro'- WALL MOUNT END MUWON - - 'I ;i•• noxM BwLcwe race (RCP NovCwcav umrimPe zeP, U � ca firrr- FLUSH BUILD -OUT MOUNT s No. 44167 =_ N 4 U t I U S P +-%��rS '�'•.'/cp'Y " Rolling Shutter System SECTIONS O'-O' (PLAN) 5 T /� • 4+ae ,rcus Icenyc P uc+aaxe ro..us EXPERT SHUTTER SERVICES INC. ,rIO OP,: \`14'i..w..�. /v�.. uv. +crc s. uuvux onto 15-07• INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS q -P.�. «>oa..<� ro,r sr. wCc .[ we. swr /.-.+ ''oFSfl L-.��uV rcn:"m�oern . nna ut„�/11iTLlA{neC%M"F "ICf+p .e %I:Ier" r fYM Vm — < 1/2' 1'- E.D. ECR 3/8-0 GIA-SI *cx ---3'U'v.. ED, ...._. 3' Vin C.U.------r3P 1/I'. SOISLI 4VMOVS ' - J _ .. i wv I,',= CC, 3/6'„ be M- R E>FSO\ AKKO r---3 '/tl' Ur'--3 1/B Uln. F D -FGR 5f 6-e IAOCON n. 41NORS Eo6F OF S l ECCE OF STAR 5/-60 IAPC065 6 EJPLNIif fi ceP Pi ::/<' Vin EVEENEM ;TEE, PtiYER O ]a' a.a Ell P0JRED CWCKR= 1 C- O 0 \ RMPED OWOR..R= 1-Cl ROD — ••.• • _-G/16'a IA OILS XL (yc W C6Ks) B2U RED y I r0a.ov / IUll . rA5,IERnalw o ''I • I N' ]' 0 4 i— r RIND ZOlf 1 f M n^]CFVWf-^ E[� JD.csN ID RUi4{xi rptZPW ip.Cv FivRui FCu1 L .:,D ZONE ITJ 2C IJt (SEC SC,m.ES cNl - O 2- r4r FCR MEETS 15 L 16. W MIIrD: JYC 1 � mum SfPAF}i 0V TO I (SEE 5: 0.LL' Cx BMW �N � SI I5 A 1G) OIASS G EY.WF16 St $S _ _ UM 1APIKIC1g i(m lDPlw w - — BOX 'o.w (4) 3/8 0 MX-IN 4VCNORS CH (q 1/1-e SOUL-SP ne exT 1E N) 5/1ER TARCOMF (1) ARCHORS4 REF mcau Fiat, CONNECTIO,. SEE TADEE R OH SHECI JD (TYR TOR h EOTTON) EMRIOR (6C63-76 ALLOV) aM'NUV 44GLC Eq SIDE TV/ (1) 1/i . " 3/4- IRO mE. rzF scREYrs o sO•a. DARU (Tm TOP & E Weu) SECTION S - S [atm® w•O M.pq DETAIL A 0-'a WCNIYE'PlPss USED J.M1.NrIV Ir/ SOUD.-5 04 J/D-e > I I; <- CR , MCNO41 4E$C[RNELv 51Wt 6E IEFI IDLEIMM N/ NICH-u4$ A> 7, 11V1 SIORV EARS ME REUDJCO. iSEE VT A). (7) Av:hon. REST STORv BJR CONnECIgn, .SEE T 3 oY SHEET 23 I fIly TG' Y eono.) ly, SO, -N NICM0.a, .� (T) 3!3-A rx4 D'RT 1z uRu:aml—.i u.cwRs DR fti SJ16 c IWD\ VL /HCM-v4$ � DTOWR 0 0 r�k —_ a (1 _.3 Fyi ., m -r . Fr I If:'.1 Iwty, i;CEYr Yw I I p.g, FCW RED 5/If'0 IEcgWp x/_✓ L4GLC A/ 5/ice ;4KM: n ./ Eu3C0u[nl � t t/<' Vi CYD[CViIP O 24' ee Em r- xno Eo - c WAMOUNTING PROD T ,Ufir E D— _-4 1/2' U;n C.C. f04 316'P C4<-m 4v:>g4s I- J• Urn. E.D—. _-3- u.n. ED—.__-FN I/"I SCOT -SET AK•pi1 1e E O. ._ ---31/8' Min ED _ I/8' u, ED. -- 104 5/14'e IaKW III. JUCGORS • Ac Iu p 15063 T6 AL,01) O ALUV hUY ANGLE G EDr x/ --(3) _%<•e-txI_/<' nn,SJnDE1 TEe (IM. TOP SECTION S1 - Si FLORI3 DUADOIG CODE (NVR .qh Veb:hy Ilumcane 2enl aeon Eerzco 1.Nautilus Rolling Shutter SyJtem u.L WIV!, — L EEC0,No- • rNc „Ru,Pt culrru.r EXPERT SHUTTER SERVICES INC. mintilu u I xnw M. . M. S,F aP.I. ll SSLC' 15-071 nm...�� VFD-If>IG PC LL %l POIIINSp. I S.rttl i W.e 1v4u I..aFr iI EXSFI,D cLMs _ to 5N I r� + o17� Djo or + o: R/8 or R'/8 i` �O4 (1) 3/e2 SW1g BOLL TZ UP"Ot. I AFCYORS O END MD INIURUH IN.LIONS I ©& ® (ORTNTA[ION 11) MO ENO MU10N5©&© (cRIEJToo,yMS'ON js) '-"-9" Nn (p }- R3A r INFERIOR MFRLGON HI' I."S0 j (ORENTIT,ON 112). L2[MS.B I// • .r uvYn6:i 2 _T G' E%IFRgR 6" INGLE TE .SIDE Num. 3/4"o h SIOE IS O I 3/Pb TNFU D(1) 4 _ i 4 NNIK BOLT R LYYLIygI I I/2• NJCNYR Mn E[IBEDTOO POYREO OOKCRUETENU (iyo. TT At r- e3n6u) SECTION X1-X1 W/ (G) & ND &INTERIOR MUL I N-) W RiE14TATION r7 t) (6`.4 ) LCIEIOgt (6M1-TL ALLOr) NUT. A16L[ fA SUEM/ T-2'-, ® 'xl SH"a IN D TO MLTL'OY El & - (I) 3/a 1 N*19 DOLT 72 ON [, O/8 Or R/8 Or W/ 6' W/ 6" 4in. EMBEDMENT ip EMBEDMENT POURED CONCRETE OTG --- 1^ . R•/8 TO, & 1»nou7 I I ® OI ( DRERJOR I 11/2 1tn. galEq[IpJI I IJx' I SECTION XI -Xi W/ & 1 ' _� . , I'OORN CONEFCIC /-- REO'O. &n) i$L4 INTERIOR 10 MUU . • . , ' .. . , a un 'WCK ME Of OM' I,i .1 [IbC_,M aU,D (W/ ORIENTATION k )) 1[ NPIII:tRE I [A: --I —+U' Mn ED--MCKRS30PIIL NYEROR EM+UIMN ED (OR:OGPibN 12). -3" Ic•. ED -J-- —9' Mn [0.-- -FOR (1) ]/.b rTIK Ec_T TZ MASON MCI:U3 0 END III OUI.'.A MVLUONS & Q tORCNIMION FI & j2) III END MI[LL.GY© (MENIMIUN 12) FLOOR TOOERING/TRAPPED MOUNRNG' MULLIONS (G) OR C, 9 SECTION5 W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION S- 1/8. T' rll�,'r ' 3" 61-T3• 0') �. EXIE10pR (6061-T6 LE U Num. Mc:E FA SCE W/ S21 3/4o T*J. U SCLTS 'I) 3/+1•[ KWIK BXI Tl'-4----{. ANDIOR W/ 6' Mtn. EUBMU M TO 1`0R 0 CONCRETE I- 3--�_3• Or, TOR & WrIcu) + n —6•--J ALTERNATIVE SECTION XI -Xi W/ (G-)* END & I W ORNTATI N (4'v6") d -8 (6061-T6 µ Cf) ' 1— NSLE EI. SUE I'/ (T) 3/!a Hum. MOLE E ?ICE W/ (2) 3p, II+FU 90, a i0 IJYLLbII(; 1. & (1) Miu DOLTS TO Mu". 31 "e "FS, EDIT TZ UPg11=I MINIO"I' DOLT U EKPZN-G, PNONOR K/ 6" M.+. EMSEDuEM TO / G' Min. NREWLNT TO FLMtEO WO UTE (1, 70. & MuRED M.ON F, (TrP. Up & eori u) wrroM) ND MULLION ONLY) (INTERIOR MULLION ON Y ALTERNATIVES SECTION XI -Xi W/ (G�& 1z ORIEMAIION�") —'—� (4"W) F SIOE. RAIL jP) AND BOX NOT SHOWN FOR CLARITY I C S.N' IDLI. M Nautilus µNCR Rolling Shutter Sy3lem a/wIn I4N IUTIER SERVICES INC. x.. SIT.:.+[=L¢[LLT 9 r GE. R NZ IN MM -1.. CDrL rt rP: ,�L�;E TdlUWON DVER, I/8' Cent • , PLUM. TUBE (TOP G OOQOM) rv/ i 3/, 5/1 VP WCOVS XL W/ a 1/P- rM'cA/.' rLW 9J�:LSN IEN SLWWS 41N E-0. > t/(' ;wn CUBEDVEM' O ]I' o.c. N'/'. 000Ce0' MVUNCD S LEL 1 / WaW: O 31' v., I •• T COr.O`iJC,f POURS] - I fi' I/eL irfJL REp'0 I I 7 i/,. LMFr. E 0. ED. y•rJOR I EXTmm Gt --r— or 0/8 _j2 = R/B or r R/8 or R'/8 I Rr/8 — ALL (�% SO Ills 4LLED Si PPED UCUNTEO i$ PER SECPON P.'-R' CN SHRV 8.) w : S 1/W CD r- 1 r/j-rl 1/2%0.0R'1OOk7. ALUM ..-MiCLE >y Miv [ln ,� '} Vt/ :/4 b.S/<' ITYI BUILDEN - _ TEk W..RR'IS © D4' oi. TO rue[ i- mfllt KUS POU9[o- - CCfKREfE (I'c - J kl M-) 1 ]' 10' 8' Mn. RaCR +Q`D, v _ _ _ I jIF'D'/IDP�'i I .� ' X2 ED r !/� \• a•.,".3/810'-1G(bC81— B ALOr; •Wm BILL V. 5'LE Y// (]) 3/<'P l72 p',,- TD VL'100Y w j3 D(i m C 4VCPOP CuBEWU.t TO POURED CCYC4EF feu P mPLCU"l{ (M1P !pa G 8070M). WALL MOUNTING: MULLIONS (G)OR (� POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE Ir ,PPLD:PDLEl 3/P POO (1'c D' ! � I C%C If AFPIIidUIC. _ 1 P 3/4" Ma E.D. 27 L_ F)\iDipR PEEPED CONCREIL (I'c e 3 ksi MhL) -� 8" Min. TH,CH AEC'D. J•�G�' OR C 1 T_._._. �.. _ -- • `arum u.c¢ a sn [DCC ;r 4PPoc4B:r- -^ 6 IDPII(Og{( ` SECTION X2-X2 W/n OR (Gts .(END & INTERIOR MULLION) (lP/ OR16NTATION 4 lj (5"A' or 8-N4 j SCE. ALTERNATNE SECTION X2-X2 W/ n OR (G-�• (END A -INTERIOR MULLION) j V/ ORIENTATIOU A 7) (4 Yb cl 4-NB-) • SIDE RAIL/pNOT SNOWN FOR ClAR1TT C SOrf RR-S M L rECOt Nautilus RDIMg ShUNer SystemUTTER t-071 SE;RV SERVICES INC.• mE1L s1 Wf¢. rL. J.Ywn.VY .'v Inil op-aYn L¢F q p if —�" W, EX, -9" 4M1 To— — 'OR 1* 3/I+' <'MN BCL [A91Y9CA MTChORS O ONE N.XON (CR.EMI'D1S i' k /2) ----9' W, E D--.— [ D ron (2) 3/Jb RWtt BOLT T2 E oµ *m I I •I "ANCHORS f1 MIDEER MVL:. F 1 (ORIE VANON M2. COLZ ;V SIA'i _... ..—.L _ . HDOE of u IF44lYFNL �If MYICILRC I oOJoe) CeEnTEETE / J� - (1'C . J Lu Wn) e" V:n yaLy, IIEV, I ' I 0 Slow i u5 p I C um. I 5$ P EXTERIOR 51 z nlND X3 In, v1fi IDR 9'/b.IT'W) 10 -- CG, POURED CONCREE ' B' in M.CR RODS. . .fit !l �. f]C_Oi S� ' 'I,V , f AiJ'l8L 'ID]E Cf S.N 1 P .1fiKf9( IOR 12) 3/1'o NwR SOU13 V-'VlA. 3- w, E.9 - AYtHORii O INTERN UUllrni �.ny I iOR:CHTARCH j:) '- —9 Km. '•.D 9' V,n. C.D.--! rC3 (I) 3/<•e K.Il BOLL )j ETPMSDN AnCNGRS O ENO NUWCN (OR.ER4DON6 II k i2i FLOOR TO CEILING ITRAPPED MOUNTING • MULLION CGS SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION E r '/F. = 1- G!, L A'n, fA A6'CHOR W1 6" W. ENECONENT 10 POJRED COUCTI) bro rcP eDRcu) Daum O< SECTION X3-X3 W! 62) ,(,AND MLZLLION ONLY) jY1 QRIFNTATICN d 11 (T'A4") C- • r.J•.I/210-r m (bC-IC ➢lyDV1 ;.' J'.rn n".D•-r (4D61-14 µLGI] ulUE EA. IDE w/ f2) ,VaY vleV OOLiS 20 WAOOY. 02 k gore ANGtf EA SIDE Tni U EO_M TO WLLIDR 1;2 k ') 1/<'t NFIN BDO R CIPAHSIOF. (Y; 3/1-. ftiE ECIT q RnMEw:I NVOR 19/ 6' min, ENECOMEHT f0 'NEED WICRRE DIP TOP k hv:NOR N/ G• Mr. CVBECIAEM IO GOOEED CONCRETE (-n. TOP k OROU) DORw) FEND MULLION ONYI TNT RIQH M LLION ONLY) ALTERNATIVE SECTIONS X3-X3 W! G? s (W'/ CRIENiARON F 1) (<'0") SIDEIAMRA(LIDIMD BOX NOT SHOWN fOR Epi/(��4y ICLARITY. FLMDA EUJNS CODE vpRl (Son IlgsN ''% D, cmI>rnuw *a V(LyI(n IL E C 0 LNe. Rolling Shutter Syste m )7dEDP_ "m = recur mina . fa..... EXPERT SHUTTER sminm imr rA < vutw¢- r 2`AM,LJDN DEPDN}/E• Cant . . . "N.OM. tu6C (TOP A: 13070e) WI . +)a'4J/+ IM WME. T!e 5/16" P,-cONS %_ W/ : I/C GCRE.T :' 1(6 IMiv ENBEDI O 2a I-OC.].CEC' GN.V4VIZrC 9FiL MEK/ wnSr[R O "Ill E.C. ILn / 2c ba. — I. L I ccArB% cAs Po'.IREC--_ ,, Y CCNtE@,TE Pa ^ 31,y Mn) ,' lo• 1 6' Mln, TWICK RECb A. 7 D. NOICII IVE9—__- EO.tCO- t L {IIP. ICP/EDT.0.) . 4 ..._ I 7 uin _ - [xRnNY: 1 0 (''vFR VOUNICD SHOWN, MAI BE ALSO INSTALLED TRAbPCG MOUNTED _. PER SEOICN 0'-0' ON SMFET EXIQtIOP Qr�B Qr/8 j" Mr• ED -1 ,-- I' • I 1/2-0T/2SO.Oi21CCN1, }LUM. }A<. c`�= wrr l D - - { -- m4OLE W1 1 /4.Ox3/<' NK Bt➢LSE3 - ---- I - TEK SCREWS 0 PC o c TO TUBE CO:NnU„{,5 Pi..REO tI- cmERaTE = J O O, X4 1 I . '/D- uw. C.O. a'.fx3(B'a0'-10" 6u6 TG ALLOY) Nun ",f DIED W/ (1, 3/A4 7B, e0LT5 TO AJLLICN -a-- b (2) 3/4b XMK EOL1' EYPN:9CN 1DT,BPt ECGC I: nb vr/ fi u.n. EMBEOMD: 10 PCUREO CONCRETE PUCABLE- W L. (TW TOP L mr.oO ). WALL MOUNTING • MULLION Gb POURED CONCRETE WALL SECTION W4 �E. EOCE •f AFPNC49lLT 7 s/a• IV a . 2:. _.^2- 2. I POURED CCNCRETE�- (fc = 3 Y i Min.) - I E• Mln. THCK REO'U. 4- EjjERq(( <- 4hTLE G. SIDE. CODE Z-11LM E• SECTION X4-X4 W/ �? ,(END & INTERIOR MULLION f_LOR.ENTANgy_j_]j {4"x7-) I- SIDE RAIL ID: NOT SHOWN FOR CLARITY O t.15 rtt(fq M I Nautilus ra L. Rolling Shutter System L E, C. 0 EXPERT SHUTTER SERVICES INC. ;y�oAlx '( Ixv . [xolxuwnc wu>N+r n""rr±C, n. ram. "Is":3rT'�u'a'a pG>[ sx aa7ubKKt span 1S-07I .nW. Ganca6ae'rna !8-dW!7r: JSn A. lWE R. Ja!!a 1rryq. lvn HFgt. Mall»inr.gZa Nowt xa lrCR x f LLII ... G[ �WM Lk. / a11t1 A. STEP 1. OBTAIN JOB SITE'S A D. DESIGN PRESSURE RATING (P.n.IJ FOR THE OPENING AND DESIRED SLAT SPAN T.' (K) TO PROTECT IT (SEE GENERAL NOTE 02. SHEET 1). STEP 2. ENTER TO CHARTS (11, lb k lb-) THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN IR' SLAT SLIP (m), ANCHOR TYPE AT SIDE RAILS: A.S ). DESIGN PRESSURE RATING (0.1): THE REOLARED MAXSLAT SPAN' -n. THE FOLLOWINGINFORtATIONISPROVIDEDATCHARTS I THRU IC TOPROCEEDWRIt PRODUCT INSTALLATION VERIFICATION. • ENTER AS.O. DESIGN PRESSURE RATING. SEE STEP (1) ABOVE • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE.INCLUDINGANCHORTYPE.THE FOLLOWING DEFINITION FOR SLATSPAN SHALL BE CONSIDERED; Lu !THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN tZ SLAT SLIP MAY BE USED. FORA GIVEN A.SO, DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS ISPROVIOED ON CHART Icr PROVIDES SEPARATION TO GLASS FOR PRODUCTS MO OR WI STORM BARS (SEE STEPA). STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAILANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va, VD L W ON SHEETS 16 THPU 18 ENTER SCHEDULES WITH FINALLY DETERMINEDANCHOR TYPE. SUBSTRATE, MOUNTING TYPE, A.S.O. DESIGN PRESSURE RATING& SLAT SPANAND OBTAIN XWIMU41 ANCHOR SPACING (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. STEP a. IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM EARS8 MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, PROCEDURE ua: IF STORM BARS ARE USED I. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS 70 GLASS. 2. EWER TABLE 1 ON SHEET 72 W/A,S.D DESIGN LOAD. STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT), 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH F.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM OAR CONNECTION TO CONCRETE TOP a BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANC40R INSTALLATIONS&COVERING CHOICE OF 2OR4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE Ab IF MULLIONS ARE USED BUT WO STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WAG STORM BARS SHALL BEBASEDONCHART le ONSHEE7I5. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. EWER SCHEDULES I THRU 2G ON SHEETS 24.25 A 20 W/ A.S.O. DESIGN LOAD; IAXILIUM MULLION SPACING IMAX., 12%B OR 71. AND DETERMINE LWUMUM I.)ULUppN SPT(HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (G•lG) . G2 & Gi L MULLION TYPE 8 MUWON ORIENTATION. 3. SEE SHEETS 10. l0A II. 11A 12, 12A. 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP S BOTTOM FOR FLOOR TO CEIUNG (TRAPI?EO OR MU-1. MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TAPE (♦ ,4,j ,1; 8 G3 ) PROCEDURE AG IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION 70 GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART To. ON SHEET 15. IT SWILL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. EWER TABLE I ON SHEET 22 %WA S.D. DESIGN LOAD AND STORM SAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23. KITH AS D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 6 BOTTOM OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PER.WIEW (ANCHORS A a DI OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING A. EWER SCHEDULES la THRU 21 ON SHEETS 24.258 20 W/A.S.D, DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING tMAX.. 12', B' OR 73. AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN Og-G). G2 a G7), MULLIONWPE & MULLION ORIENtATION. 5 SEE SHEETS 10. 10A. 11. IIA. 12, 12A. 13 & IA FOR MULLION CONNECTION DETAILSATTOP A BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS IWO CONCRETE FOR A GIVEN MULLION TYPE (iG., G7. d2 A 0)1. A PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS IWO WOOD FRAME STRUCTURES SEE SHEETS 20& 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. a•`"A N•TIC r°''I .a`.tiE ......... ;T ,,,,. NLT,-441fi7 ' •�^� •�� mur Pqn relxry Ibrcice.e Nautilus Rolling lem Shutln S 2Pnej °. / EXPERT SHUTTER SERVICES INC. Ic:t s.w nnxt m 1W s1 uN 1, IL 1 W n Iso Naot . r... ma tr.Wu i-e.•P�� STpj�Qp•(-��4� 9•• . tU ` 'si O,(: �ORl9P �� vG ,, •r �n ItsurlG a trrc.aawc cowvAw ' "wary �I v' ". ,'„ rn-�:w"„' - a•.w< is-aumn •rio2w.a`Lw i i'�irt 15-077 ouwy w P=/' OVAL r�{WT[ rut• •WIN (USE MAXIMUM VALUE BETWEEN POSITIVE ANO NEGATIVE A.S.D. LOAD) A.S.D.0 SLAT SPAN RANGE ESIGN PRESSURE RATING 0'-4' > 4'-5' > 5'-6' > 6'-7 > 7'-9' > 9'-12' > 12'-16' > 16'-20' (Psi) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 -- 10 _. _.... 10 75 _ 100 165 386 _-- 90 - 12C 238 440 105 140 421 135 594 823 180 240 999 240 1390 300 >31 a0 70 80 398 180 1328 ^320 1823 400 >41 60 10 120 790 750 794 180 509 1962 — — 2553 - — 582 110 708 270 1266 360 — 480 200 767 240 360 1695 480 2422 600 2547 596 >61-80 70 160 616 796 280 1007 >81-105 123 210 550 263 711 315 1142 368 368 1372 473 - - 2009 591 2492 638 >106 120 313 240 725 300 881 360 1345 420 1587 540 >12' 140 552 280 960 1186 350 400 10C3 1322 420 480 t612 1873 490 560 1869 1740 630 640 2039635 >141-160 781 320 SU1 SPAN Cam] SLAT SPAN DEFINITION TIL[/T rrpnuuluuyn�G.. a;a P. - •'•.; ''.� oxen larzso .c .+�..� c loon }een rmamsr Rurlmce za�e) VCrENSF• Nautilus o `CT��s} IL EC O Rotting Shutter Syztem when: #'t, •'• �yT[,D� 7-,.•'�' Ixc. n�uil us,rxe • cxcwaavc co.r.Y• EXPERT SHUTTER SERVICES INC. �_• '' 1 Yin'rui'I IM S. &luM( SrrrtR soars exa, n._we. "5-071 Ft R7aP i \�� ,. nq O ��(j �Q .}-'n„i'C 1 f 49-tlS�}19 „!n foil }O-Nw ..u'. Ir+}1 flr_yp WYM Ix 9fQI0A pC s.cn ,s nxs SLATPERFORMANCE CHART Ib1 11;)ONLY VALID FOR In- SLIP SLATPERFORMANCECHART IIbI $ [I I jONLrvAL,D FOR ,4.sLIPI A1A%IMULT SEAT SPAN AND MINIMUM SEPARATION TO GLASS FOR GIVEN K000 GRADE ASO DESIGN LOA01 D SIAT SLIP I IS•ANO Ed] A MIEN Yµ DIRM A 5 D DES Gm ARE55VRE SAD to AS AND S. ICA AADM, LP'.MM EM fMAGNCNu`MuUU&SO 0EyDNpgE55VNE MRGIpnOANO LNVnERWUMCp:pnM Eq1 SHUTTER IAOUNTING ttPE FOR NODD FRgMES WALLS WI'1'kq•STIDS INsrµunma WOsiDRUDARS VENDEiAu xDELOW wsiwA]IDNswJ5r0.vNDARsaER DETAU xeELOW AS PER LIMITATIONS ON DETAIL 5 CHART Ibl U m! CHART ICl CHART 11b1 Dss W/ CHART IICI IQ YVl1Y WLL' ¢r�l ImDA ND WmrA ATL V/B UR W'OIY/�IAL AS4 UYP VMIC IH YtW4 WIE r6Wm1 I�WA L16'O TAPCOY %L ANC OR 16015 Ain IWn Iq WW.Y gpIAC ASA Y16'O TACCON %L ANCHOR T µ PEgnRED Y•iC SLV SPAN YM MAT �•W 'LAIN• SAM: WC SLAT SPAN 'LIDL' IEAIAen lel SlA1YWpX m n •LNNc' (IL) II () I m IB'Q w s1Ar l.) Y.Wnel 'I.n%.• GD (n> T� m � IDm Dm�I t0"IJ YD� MiIN wm BARS LEI r toe! In a/ i aNNo-Nn W SIDIN 8V6 (^) Wem N,N)2. mlvas rffi AWDe, (m, o�iou f2a. _zam �y _ a n¢r-o-q aao n MqD ]bn3 WO xw¢ ly " bA • afD •• 10-0 10' 'o'-D' lo'-D' I B t R n tz-_ bA • 6=' B'-1' of ic'_w_ xsA+_= =5 -a_'A' b r e'n- _. _ _._ 3 d-0 o-D D'_a• o=c ]_r ADD •' r_.' >'-r-r r_:E i r`.'_' _ ]._c:- _. —...._.._ a i/B_— /6 •_ '^ 00 1P•D'100' ]'_0' I �.__.._ n_I(x A5A SDA� ]7, ]'-3 i ]-' r _'_. _ n "1/9 ''— -10'-D _ h•-6' SSOU W __>-J- - ]'-J'__ ]'_!'_-_ >y_ —6-1' _ n 1 q:.._ _ 1 N I/2' 6'-B' _ ' �C.•I ]' m0 r -- t' B 1 8 IPRACA AIAAAAA.ASD. DESIGNMIESSMEMDA, DAOAMO SNUITERKNWr CONILnM FOP WSTµUnONS.A)S]MN DART YEA DCUR12 "uON, CHART Hlbl mpj� CHART [IICI IH WOIY Yn14111�11f11mS NO NTAIM MY ul0 IR NVAM1W NAIM ASD. IA'➢ YAILC VI rSI TAPCCN %LANCHOR IRA SLAT wSPµN A,m M?L SW SPAN LSLUL' (TT) (1D e To SLAT I.) TALmaD uu ' p A/ l I lot�eO AL r/D mom EARS ZE'Ifi I-J MO' zoq[ t$Cmel lm im�'Del t rmvel _._ ._.v v mE SLAT PERFQRMANCE CHARTIy- OeSS THAN Ire' SLIP) FORA GNEN A5 D DESIGN LC"D1p.q yN R1ER NWNTCMENTgMIMBIONO ANCHORITPE AND FOR WSIAWTIdIS lYG SIM, ,,,.IXiALLf efEDN 646'R TAPCON %L ANCHOR IRE fIAAll, t'KIRL LORD, IDC Il R m ASA Lp•D WLd: 1111E 5W IOL SLo SPAY SPA4 mDim Aram oESCN 'LJAAx' m 'LIDL' (M e•'R sm a, LOAD aApl oil yOl m W/0 STDWI RU6 foa'y 1STM/�/�pA/ fJ!€�• �. anmj YII6t RL ly S0.D • ti'-e' wD •� C 9• •� S-T wo t .. y _;.. _.] ..- _ ......... ' IYLD HERE LUAAS-IW SOU1H (IMw) _. SARrETH FTC /2 (&-OM •; i •., ' . jw.v _- .. _ _ S%IeLE HWE..E9t-SM +• loco PER pOIIAS•fR� ( ) SOUTHERN FINE R (G41 - IV, J/: 1 i l`xT A ildi SPAN OFFINRIDN Wfo fiF ZMW! HE /2 (Gdb) Iw •At u%A.I • o i INSTALLATION INTO WOOD FRAME STRUCTUREFlaoe '.'.U' (]: INDO STIIC, (nqvo-SCEr ,C) I IAE ODETAIL 2 (ELEVATION) to ,��mP YZ Y1WY KU[ EOR'11®A[ I{D fl®IM Af1109 IOOn51[ Iryq A36 IIIL 9AT Sp]il •IJM\.' (II) At D.tt SMI IM NPEE, To m M61BIn-A m WOOD DRAOE oEm Ln R� ai aAT • RAlnm IW I w�p� �r� W SIPLI 6a55 Em0 ® w Nr AND 4'-5• A'-s• " rem xmss rnm 2TK w " SW HERh ARE j2 jG_0.55) W. OI'NG(,AS-FlR-SCAllll (G•DI6) o"-0' P y ,/T' W !-5' f-y RLCF PN[-RR-Eifil fc—o..w eo .•-a• -.•-s•' I rv:-Iw VT f]M DETAIL i (ELEVATION) A NOTES, SLAT 59eN DO H 1 ABOVE INDICATED NA%. 3t1 SPANS MA• BC USED AS LONG AS ANCHCP SPACING SCHEDULES ON SHEET .I INDCATE IHAI A SPACINC IS AVAILABLE FOR THE CORRES-OI.OING SLAT SPAN AND A.SL, CESICN LOAD. T WOOD FRANS WALL TO BE BUILT SRICTLY If ACCORCAHIC WIII SP,CS CIVEN ON DETAIL 010 PROIISIO"S IRON CWATER 23 01 -Hi FLORIDA BUILDING CODE lee,MUV ENC H O. WALL AT EITHER SIDE Or MMING SHALL BE 33' autilus° AL IIIO $IIULLWF Sva1PT 15-OJ: uuw . A. mroDIN WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL I ON SHEET 20) WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET 201 <saormx SLAT SPAN RANGE WOOD GRADE 41TC (M O'm4'`>!m5`>5b C">6bT �>Y bg'>gbw' — SOUTHERN PINE /2 =0 G'6' 6'_ 6'_6_ 4 _J DOUGUS-flR-SOUTH ____ 6. s' 6- (G=0.46) 40 6' - 6' —.. 6" -5 t/C 5 1/4" RICE MINE- RR- G=0.36 SIXRN c Ja.D C BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 112' PLYWOOD LSEE OETAIL2 ON SHEET 70) w FOR SLOT FOR A DESIGN LOADR EXCEED MAx.INDICATED ONRMANCE CHARTST. \GENSF'.N I rmn+cmeo m. MIHG WIVE (Non High Ve,,, H,,cone 20n Nautilus m,w'imr, RL R011"ng Shc(ter Sple. minim "`t SERVICES INC. n, vmt s+unr. 15-071e-so»..0 ;UTTER wcL n. J.HI. Rm+.+naw. m.Mi4 la srt0 vR m �e TABLE 1 D. DESIGN STORM BAR SPACING (FT) PRMRE RANG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' wD 30.0 11'-O" 71'-0" 11 0" 11'-0" I V-0" 11'-O" 17' 0 1 V_0 11 -0" 11'-0" I THIS REGION IS CNLY VALID FOR INSTALlA7lON5 _ _.._ _._ _ — _......__ J5.0 77-0' 11' 0" 11 0" — -'"`- ---- -_ - 11'-0" 11 -0" 11 0" 1 I'-0 f i'-p 11'-0" 11'-O^ W/ I OR MORE S10RM BARS PER SHUTTER. I 45.0 1+'-0' 11'-0" 11'-0" 11'-0" II'-0"_ 11'-0" il'-0'... 11'-0" 11'-0" 11'-0" ---_ as.o 11 -o" I l -o" 11--o- 11 0"_ 1i'-0" 11 0 ii'-0 _ 11'-o 1 _a, _0 ._...55.0 11 -0" 11'-0' 71_-0' 11' 0' 11'-0' _ - 11 0 1 7'-0 1 I'-0 11'-0.1 11'_p" • (*THIS REGION IS ONLY VALiD'FOR INCTALUTIONS�I —_ -_... 55.0 11 0" _. ,1 0" 11'-0" 11 0 __. 77'-0"- 11'-O" I1' O I7'-0" `1r-p 11 0^ 1 ' -- ---- ----- _ �.. ._ --_ —' � W/ 2 OR MORE STORM BARS PER SHUTTER. 66.0 11 -0" 1 i O" 11 0" I i•_0•. f 7' 0' 11'-0" 1 P- _... —_ -- _.. __..,_ __ C.. 11._0, il._C. _ 65.0 11 -C" 1 7'-0" 1 -0" 1 1'-0" 11 -0" i 1'- - -.—.. _._ _ _—_.— — 70.0 u_o" n -o III'-O" n'n'-p"- 75.0 t t'-a, 11' 0"_ 11' a- 71'-0" 11'-0" 11'-0" 1 V-0" 11'-0^ • ......- � _----- _ _ 11'-0' _11_'-0" 11 -D -0" 10'-10^ • --,.-' 85.0 it O' il' 0" 11'-0" 11'70" i 7'-0" _-11'-0" /1'-0" 11'-0' _...__.. ...._._ - 1 po.o n -o" I i 0" n 0^ n •-p' n'-o" - - - - - _ ---- --_ . _ - - - - 05.0 1J -O" I 1 0_. 11 0" i 1'-D" 17'-0" _. - ---" -'- .-- T,o.o 11._Or- 11'_0. i_ -- - - - - _ - -0" lip _..__ ____ ... _-_ 120.0 i l'-0" f 1'-0' 11'-D" i l •_C• _ ____.... _.___ _ 725.0 11 0" 17'-0" I1 -0" 10' 135.0 150.0 11'-0' ---- —' .0 1I C.. 11._p• -.___ Irr —_ - --.. , .._.—.... !/EFSURED IN BETWEEN CENTER LINES OF STORM BARS IN 1 IyNluw"urWy FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ttCRroA BuNDW6 CODE (Non High V'm Ay Murocene 1G.r — — — — . ._. ..r, e}n, Nautilus W Se .., x'�. Roting Shulln Syxlem WIV,+ IL�C O g uun +mnm� .nLWawG <Lrr... EXPERT SHUTTER SERVICES INC. UUU .CE ,,..� ummi.�o, I s.ruuW;D m[e SFATE F , ,,,ror. a.ImW.11 ax. IS-07f ' �11/'•�w ®-MC 011 6YI 1.:r»..4. 1..1I D-WW Y.n.IL IN (m MU . m �R STORM BAR SPACING "a• (TT) Aa4sAR 2' 2.687 3' 3.5' 4- 4.5' 1 5' 5.5' 6' 1 6.667' ]0.0 15A ABCD AB.C,D AB.C.D AB,C,D _AB.CD A L➢ _-_�_ AB,CA ABG_ AD•GbAOCD AB.C.O AB,gE__A.D -AB_EA ABt,D -_ C,D AB.0.0 _AU,C.C, AB.C.D ____ -�, ByCA A_ yt.0 ABLA AB.C,O _ABC,`0 ,C,D ABCD /zB.C.O FB.CO AN.c,p A-B C,p —�' _ A6�CA. A_B.CC Be' ;B,crD _ A6C0 ABFP_ AB.GD A3C.D AB�C,D -AByGD_ �F 40.0 46A _— C0.0- f$D BDO _, L50- J0.0 _ 0 640 6t0 R00 __ RSA TWO BCC AB,CA ABCD ABC,U AB G9 /yBGb .SBI CAD AB.C.D ADC.D -.CD_ AB.C.O ABCD ` "CD AB.GD ABCD A8.40 ABCU AO,GD AB.GD AD) .C�O ABrCrD ;BC AB.GO yB C,D A.B.C.D AB A,B GD _ AB.C,D A 8 ,C.D AB.Gp A6C0 Aflt�ip A_yCA ABL B.CO AB.C.O AB.CO AA.0 ;qC AB,C U AB.c.D AD_CA AB,C,D , Be ;9C0 �ABrC AB.E AO.0 B.0 ABC AO,C.O ABCA ALB C, 0C.0, Av . _ ..._ ;B,Cp AB D AB.0 �q_B.0 ...__AB,L 0.B.C.0 qD,c o_ ,BC,b A BS _ ^ABC Ae.0 A6.GD Ab.c.D vB_ AvC A- BC 4AAA 0.8 4 ABC e,c AB.0 DC %s._ _ABC AB A ABC_., n,�9 D_-_ _ A&C ...tea A A _.._. A ;BS we - _ a _ A A A ... _ A - �... _. B A -- } .- A A �..- _._ ... A ---�--A ,.,.,.. p A �`--- - -`-A A -_ A _ _.� _ _ A _ A A ABAA fAB0.p LOBO AB C.D__Ai0 _ABGD LID 120A hB CA. _yB.C.D A,B$D AB.0 _ A A A.......... _A A AB 1=0 1JC.0 __..... 13e.9 1bA ABC.D . AB C.D ABC.Y AjB O_ _AB.Q_�B8 _A9yC_ A.6,C -A B.L _AS.0 } _ _A _R _ A A R A A_ R A .� .....-..... ♦__ _ A `—p _ A _ _A_ A A "..... _ A A P.B.0 A,D.0 __d ____;__ A A __ _ A___ 116A _......_ 160.0 1A I 06E9A ABiGD h0.D_ t A.9.0 _. _49F.. U� -A9 _ A,B _. _. A __A _ A __-n A _ d -....._. } . _ ... __ A___A ..._..—.-_- ___A_ - _ -. _ - _..__. AN . ANCHORS TYPE LEGEND I A 3/8-a CiPBON STEEL . BOLT TZ EXPANSION ANCHOR W/ 2 1/2' On. EMBEDMENT* k 5' Mi, THICK POURED CONCRETE (Fc - 20p0 psi) B D/B-oxl 1/4' PO'AERS CALK -IN ANCHORS W'/ 1 1/4' W, EPBEDMEM* TO POURED CONCRETE (fP > DODO oi) h MACHINE SCREWS C 1/4-eA3/<- AL POINTS SOLID -SET ANCHORS W/ 2/B' Min EMBEDMENT* 10 POURED CONCRETE O'c - Woo pei) a 1/4-0-20, to-B SLMNtESS STEEL MACHINE SCREWS D 5/16'P mlauLESEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (Yc = 2699 psi) * EMBEDMENT IS BEYOND ANY FLOOR / COUNC FINISH o sms,R+cw«. Nautilus .y.� L k.•l �r Q INe- Rdling Shultec System a♦w/n 'Kp • L.croXSMo ewA♦le EXPERT SHUTTER SERVICES INC. mn„.. rozs.a. Rnwrt .5-Oit P^r sl. E. XI. Bae. 1.111 trtsol r,s-.x .., mn no-er,^ pnasn w on aao: li i I'llm sRm 23 ac E¢ SCHEDULEla FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (M FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING fE s f 1 & A NtAX MULLION SPACING (ft) • 0G 4YS U4'MULLION MUL UON MULLION SPACING: "S' @ 4'.W.114-MULLION SCHEDULE2a WALL MOUNTING MAX. SPAN (F71 FOR END AND INTERIOR MULLIONS FOR A GIVEN A 5 D DESIGN PRESSURE RATING IP S F )& A MAX MULLION SPACING FTL MAXIMUM MILLION SPAN (M (�41 114-MULLION Gt 4�11V/4'MULIION G] 41ri/N'TNLN W • _�._.__. _ .. _ MYJE)MUIIIO MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THATAS D. DESIGN PRESSURE RATING SHALL NOTBE EXCEEDED. T MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIORI OF PRODUCT. L MIS ryR!O iK WgLB( N 2gusl S Roiling ultcr System EXPERT SHUTTER SERVICES INC. ;./lol�tl a" iNL • LN......w murwl lr. �' SIXvn:'�u•L ISZ* S.M. Bflops[ Slq[LI I5-071 lt-CF:ES+9 tinII IE p.SYq , 5u- (5ry1 _pipp CO1YaL Ns ICRPo'o 5R1I 1�4JC. NECE :1 5y}6 I©41 7xW'MUWON I Gt �t10'x1N'MUWON Gg 1'.iTIN' THICXOVFUAGE)MIAWHI I • MAXIMUM MULLION SPACING S THAT MAX ALLOWABLE SLAI DESIGN LOAD SHALL NOT BE I I MULLION ORIENTATION IS AS' OUTSIDE (EXTERIOR, OF PRO( Nautilus - u L E C O R029 Shlt! I Syi .- -, IM C. EXPERT IS—U1' o+.•+w w SxN IS p )p SCHEDULEIc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ffI FOR END ANO INTERIOR MULLIONS FOR AGIVEN A.S.D.DESIGN PRESSURE RATING (p s l l 8 A T-W MAX MULLION SPACING (fl)' SCHEDULE2c WALL MOUNTING MAX. SPAN (FTI FOR END AND INTERIOR MULLIONS FOR A GIVEN A S D DESIGN PRESSURE RATING (P S F) & AND 7'-W MAX MULLION SPACING MAXIMUM MULLION SPAN IFT) Slott MAXIMUM MULLION PAN(Il) �] IWfXJu ©4%'Xlb'MULIION 6�9ldq G © 4W.1/4-MULLION BHx G$ 4•ATAIb'THICK '8'itANGE NUWON �' (J I DE9.R1 LLLLLY OG 4%Yi/4'MULLION GI 4Y6Y194'MULLION GY 4l?Ts/N'DICK EP�IT CAFMA1gY 1 dnFN1AKlf 3 ( )T OR4N]ATUN 1 f$T OgpnfTlW 02 fumvoro,, ps till 6rfclo 0u.WAIXMI 02 ffitj pAX,4Q`q•! 41 b' OPoFMfMIN ] (BIT ORkIRAT9N RN✓GEjMNL fNp PIl[Rp) END IXT[PrOp CND 911$pXR F10 L4RNN [NO PD MFbOR [ND p)f)Wp END orT', 1 OWpf16KK] 02 ) BID gnpJflgN (f1 ( j J00 ]' rl 13 -8 IT b SAIi ]'-p 12-0' f2-0' 13-e'_ Ix' 4'_ 12'•0' IY•4 _ 13 6 """ 1$ b' __W-6' ] �:. I} L 13 3 6 13_e_ gRpOX FIW NVIEWCB IS L' [ND SIIWOn ... li 6' 1S 6 IS-8 13'-6 4 6' lY-6' 2'-' "j N'- IY 6' 1$' B' )'-p-. I] 6 'S _12 L b0 Y-0 1] 0 i) A I3 6' 1$' E' 11' 6' 2 B 12-6' IY-!' 12 B' _S\0_ IT 6 iS_6' 1] 0 6' IY-B' _I1 !BO ,>"•0' 1} B_ IY--0 } 4 i]'-f' IY-fi' 1) f 12' 6' tY- 6 IS 6 '" `— R 4 13-6' 1Y b 12 Op0 _ _ Y-0' IS_0' 11 Y f2-d' $ e 13-0' 13 4 IS"-6' li'-b' 12 b' �— ]-0' i2 )] G I)-0' ] 8 13'- -- .�6 I}-0' 1] C M.O.,_ _ T-0 3 6'._, tf J .f3-!' 1] 0 2 6'_ Ij -,j tt 0' 1}'-6' iT 4 6 ]-6' 60A ]TO'_ t ] L ,�Y I} a 1] e I)'-6' 1$ 0 li- _ ]'-0 10'-IP 13-0' 11 6 li 6' 1 1 1}'-_ 6' IS 0 � 3 6 6 11 b _-_.. _ 00.0 ,J„ G TIY-6' IT-F It-6' II J i-6' _ s Bi.O _ )'-0 II f 10 -E -- li' I' 1$ 4 3 6' II'•)' tY fi 12 6' - I$ 6 13 6 19-6' > 0' 1} 8 1} e' .WA "" 12 6 1041' 13=6 tY_ - ]40 T-0 3 0 10' 3' IY-6' If 6 _ 11 0_ 11'-]' IY-0' 12 6 _....... 1} b SSA Y 4'.._ f2' b 2 b p_e• I}._�. 13-6' )� 7;- t0'-3 10'-tl-.1 IS E'- _ AO ] 0' I _10�5_ It,�-L_ IY-_ _.1 ' It J 13 -G INU)]}11_ Y-I] t L 1 6 --)'-0' 1)' 1' 10-[� 10'•11 V_B f3' 6 It p I1 H' 11_ 1Q�fi me, OSD- 7'-0 1-0 „p„q 103 p'-E' R-6' 10Y 11'-0' fY b' 1]6 6 _Ix-6' 11'! , "p_f fY 4'_ IQ......1]- 80.0 I'-5 10 ) f_ J B D' ]I 10 R-Y 1C 5 lw-X' Y 6 - - 1 216'_ pp Y-p' 10'-10 1 0 91- Ip3 I 11 -Q'. 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