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Home My WebLink AboutPRODUCT APPROVAL1/4/2018 Florida Buildin Code Online . ��, +6.' ;. ,. s�wr.*c. s° •rr. c�` w+° ~� ea. .� s 0 P' st .°. Sw.. d ont B . Product Approval pr ry USER: Public user SCANNED a Product Approval Menu > Product or AvolicaHBYon Search > Application List St. Lucie (; ounty Search Criteria Refine Search Code Version 2017 L# 12246 Application Type Product Manufacturer 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 - Aonlications FL# Tyge, Manufacturer Validated By u F1,12246-R4 Revision Expert Shutter Services, Inc, 1 John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Roll -up eAppmved by Deep. Approvals by DBPR span be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 37399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employee Copyright 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 requesq do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 Me Department with an email address if they have one. The emalls provided may be used for official wmmunicatlim 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: rm Cq © BE M SecurlLVmurKIC9' https:/Moddabuilding.org/pripr�_appjst.aspx 1/1 a�ggasag sag 7 Q s VE Y.�a 888^ to wSSgill- I M. `moo ��a3`pg�' � A§� �n �o' �g .A u�b god gILI ad w fog n � Q �$ s � C N °lY ❑ 04. �� C r ittt 8 ('j ttt u yy i 3 Af GGL g� �i�. \"p` �P1� • T t �F aA9� U�O .�ng' �� n9 �`. ��y� � a�] � �� I+�� O^ �y��. �, M HEW. R9 ix a 99 to T is i Wit yyg s a Q 89 ypypjS y�� y(x3 �5:.ng l� z '4op R a9.I5i��;> $. gg m agEli m 9 s n QD SIDE RAIL msnawuewruaf scwnr. r uwP.CxNEA TO I M A � omr 41pAiW2 BEi,'([H 6CpE'IVFAp IfID dvOY'wi1.a'Ndv-xUN»CNr[rosmm¢ N8 #5 a�3 OB ensE SLa= msra.wuwuuuor 6CUB: vY,r _ emr L i K am• ® SUILMUTTOBE rmraAuoxxcee.uar awc.im.r OBUILD,=TUBE E7. BUILD.OUTTUSEFF mwnAw+nwuAtwf nnsnuwvwa.ar a»- swcvy.r q w+trvr.r - S. a i am �F TRAPPED ANGLE t„J 4x8 MULLION mSn.4lVngltlNwY m4na11nM1a10( dFKiP.r IX'i1Y: M'x l• l:.Y 4z0 MULLION' mrnarn®awaeor. Y1.tl:YY.r COMPONENTS m <w'z omTO pr b ecru V' RETAINING SYSTEM: SCREW+ BUSHING . Baavr.r �1aK ® 'BUILDAUTTUBE 'cssre auuwnfum © 1T4•0rY4•fTW/BUFMlEKSCREW, • _ewx+�sfee aGue uR r ,,m, a SN6•B SWMUMEX TAPCON A MiCHOR ry%016n6 sx[:w•r E �K STORM BAR QJ 31A'6 NLLTL WC.RWIKBGLT 3ANCNOR mtnauwwxfuar - wnaW-1 wrtw•r axctz•r C 67 - 9 >ot,M w.�. 4 0 . (P r `� nun sssr,o n [,wm,uww�p.xr EXPERT I�rd 'n'fi:.'.•:bx�i i%t m.rw. `''�`4Ctw".r. ftg9f-Ue / MIS 9 , ] Of" SIDE/END CAP HOUSING {BACK & 7 HOUSING (FRONT & SPRING BRACKET, SPRING ASSEMBLY ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS 60MM OCTAGONAL IDLER END .IDLER BRACKETIMTH BEARING T 0 ■ 0 d � � 1 TYPICAL SINGLE UNIT -ELEVATION W/O STORM BARS., " NOTE: SEE SHEETS-2.& } FOR COMPONENTSNOMENCLATURE. •+�.,.�_ NITS. PROCEDURE FOR -SLAT INSTALLATION OWN A'.SHUrt'ER NEIMM, :CASE It £M YTCR HEt T EOUAL OR LESS THAN 11'.-W AMCASTE To-WSTAUATWNS W/O STORM"BARS. '-W/ wow BARB oR W/ woRv B.Rs'@ MULSIS R/'1✓Ft:A15 LY TO mm'+O'. (R) CURdDt s START W/ /I SLATS AT TOP. FULL9WFD BY E1. N. _ TNERM7M ILL THE WAY MU EACR VAT I.'SMAtI CON OE.MN<FM (5).SIAIS,OF0HAT'SW:' NUMBER. PROCEDURE FOR-IDOWO WTS OOWMWIAO BSLDW it SLAT-V+ BE CONIRMSO RNRL rOTAL.sxUTTtl1 EU w IS COMPIEIEE. OUANiTY'OF,' , StAT N'UMBM voRA mEB B6a E BUnom sw WY VARr MIN SHURFA'S �iE&�q. (A) BDTMU SLAT®MUST BE ALWAYS NSIALLM Wt CASE SxNTER' MEWHFIARCER iPwi II•-0•APFLI SLE TO WafAUAT#NR'VW/o STORY HAM AND' W/ OR W/o: m"'Is W/ MOmOQs Lmm:R TLINm' 11'-02 (R),QIRTAN SMALL SIARI N/ /T StAS Al TOP. FOMAWEO BY iE. !T. _: TIE:1ff/3AR. AIL TF WAY OOWN., FADx SIAT i'!§1 OTm56T OF WN. FWV (0) SLATS Or THAT SLAT MUMBER, PROCEDURE FOR AOMW SLATS pOWMYMO BCLDW, jI SLAT SBALL BE t01RNUED MMLL'iEo SLAT IS'URTHL AFTER_00 w rs NsfN1E0 AOa1mIXY1 /TO SUIS-2,T.m1E USTD. TO CoMR[]E M TOTAL SVM TER. HC16M ',(e) &OfTMm'SUT�MUST BE ALWAYSZM94LEO. Q CAP 1@ (TYP•-Eo. END) AD YP ) Y/7 END V/q V/9 TYPICAL SINGLE UNIT.ELEYA'[)_ON W/ STORM .BARS. +� NOTE SEE, SHEETS 2 !F 3`fOR C@gPONENT5 NOMENCLATURE. R.iS. omit Yfi CAP k Y/7 END) O%W DW P£_ tUPs/GATE nMew AYr: 'wim a...a.ism 4 vm ENO END 13 SLAM �n j lm:o,r R r30/Ty s �$ii R'/ Aa?R/aYP------------R------ E — , — R/8 �or R/ ii i sirs TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULUON & W/O- STORM BARS NOTE: SEE SHEETS.2 & 3 FOR COMPONENTS NOMENCLATURE, NT,S oarCmuor FOR q.AT INSTALLATION GIVEN A <RLtT*Ftx HEIGHT. 'CASE 1: WMER {rt6d4i EOUNL'OR (ES TH 11'-0'.. M1RIrt8tE TO MgTONS wfO VOW o>RS. W/ 9ToRM DUS OR W/ VOW Eon & ANWUHS:: W/ tf[FIIIS W To W-0% '(o) CURTNH SHLLL START W/ Pt'51Ai5 AT TQR.-MUOwE0 ST 07. 113...... THEREDFTER.&L THEM COYrtT. CACH SUT P SHOL. Ca'19ST W. FNE (S) S M or T T RAT THAIBER. NRDCOM FOR Aoo1-G Txs OOwNmRD mew Pt StAT.SHNL OE-mamE ML TOT& ER MOGNT 5 COMKETEM o M aF:FNu1.%A? NUNBEN.MSTNJED BEFORE DOMM SUTCWY: VAAV wOK StwrEws N06HT. (D) Borne- SLAT OOMV BE.kuOs RSTAue, C•SR m SHUnEN HEGNI URGER TINH 11'-O- MPl1CUiLE To. N;V1 TmN w/o Slew ENR-AHO w/ mu L W/ HEIGM URGER rkvN: it+ -Ca (w) CW�R txw FACx SU 7 5TN11W i W 'Aft'(O�AS OF TTIi+TrS NvlSEA� PERR0.&EWIRE FORT MNNG RATS C?WNnRRU %1Dw.IT SNT EHNL a ODNTFNE:UN' /lo OUT LS P,5TALLEO. ARER /10 RAi 4 V,S1A D, ADBNDON& /10 =15 M= DE -USED TO COMPLETETHE TOT-. ERMER NflGH1: (5(£. tmR � s4avo--- A. 0 or L�'fC:�]l �S® mm� V/S (SEE SGMiOVIES Om- - (SEE SC V ULES ON. -(SEE SCHEOUI SHEET 15) Sian 15 6 1e) SHCET T TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION o W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS @. 3•'FOR COMPONENTS NOMENCEATURL N.J.$. omn OMC0 m INC. 5/tt'0 TAI'WNS # W/ POLfiED r—S/14'a W' S n W/ 2 1/a' W.111'at/L' [ G4V, OR 2V['�1(B' Y AIUYPNIVSE 1/1'cd/.' IiM BVIt➢IX TN SCREWS } 1/.' Ya EY6cAkNt h 10.O+90E0' mv. % REOb 0� m O 2.0.v0.0E0' 5/1TO TIPCONS d. W� W/ r omD 0.040' OAEv4 m 52R WASNcX O 21' o.c SfEEE WAGtfER O 21".o.0 / ♦ F 2 1/f''Eu9EDv;Aai / f P t 1; POURED wlHI MORE) ORGRWI mfl) / COnCRETE W.00k I k CONCRETE eL= WALL REOIRRED, W'IiE REOtAREO. O I /— Itrr— D EOtEOP ' 0.'ciWiO M M RAI x O I E� J f <fiETarm) SEE NIOmR % v / ` sm NmNOR F SCHEOUIfS'On SCHWUAES ON SEE mmoR F 3,EUS ft, V G SNEE15 To, 12 o SUrtOL0.E5 ON f —O O 19 t e )a A �mtm is, 7 um. SEPARATION i� UK SEPNWIGN a f �Su C kn. SER iMN ! t TO CLASS I �C TO G s (sTETnnEs; DMFJOR(s¢sEIRnu1Es. TO CUSS 'ETIEPotlR (E¢:.Irtuus.Et1EitlOR ON 4Ea is) w sera 15) ON 7 / .77,IX Y E i .DAB q _ 0/8 �8 o 0/8 .��8 :pig POURED CONCREIF CIA D �j S PWP.ED OOnCRElc I OncRint momA WW:. REWaR.b ., PWREO WNCREiC OR GRdJT. i1LLE0 d_ _ GONCC BtOCKB-x-' I,. WAt1. PEWRw. v " i CON-M 01r WAtl REOU+REO: � qq y I EDCE GE D {C /� EDGE OE 2/ I o I) - IT F 2 1114• ✓ uN EA�1 1/2' 1 1/2'a6A61'atINif. N.OM AnGLE W/ vio TAPQONR 1n W/ / ri • / N01. E.0 f t 21Pa0.DEYaCWT. AWY. AN%E. 5(1G'a,sJV'C016: XL W/ .. 2 7/i' Yln. Eu6ENi 7 2 I i` Mm. fkBEOYEN! 9 2+' M. ' POUREL CIX2REti. Irv3 YN Yirt) REO'R. 5/15.. TAPCONE n. W/ '( 2 1/a' N'e. EMBM MT i -' 0 24° o.. WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING 0 24" aci , BUILD -OUT MOUNTING SECTIONS,r 4i► ,?��liT=•:, - , ✓ _ RORIpA BNlODiO CODE (NWi.Ityn vvb ity It.a Yox) INSTALLATION DETAILS ON EXISTING POURED � - ': - 020ta tatm.Rs, Naufilus pnOMae; 'GROUT' FILLED CELL. CONCRETE c-NO44167 *T = L lEDWaTSjslmla IL Eco„1c. 6gA11/IJ DW CONCRETE OR EXPERT SHUTTER SERVICES INC. SHUTTER BLOCK BUILDINGS • T4Ya nsnxa a aNaxcwKo cam.Mr R1Y PnF�-w, 68A<tmPgR[.SiR[ lYfff.at. „_Zyq SEAIL 3/16 i' ,(� M sy.C"f•"•••• 6��\\\ c,_ ®-n0aen1 PWff Si. K:di wco� an-wv.A. ni� p5�� /DALE FaA� A RUi, r: PL a clam. va-.1 ut». er¢t a ax a p6';ix..w^'•�Wa1pL IICRSDR ORS] u. "}uaf5 im sm ewRi e.]Y g R..:. f 0.At6o�iuvxNim ]µ yy ra vi..xm Gtw® a 2' AM- OAte S fro PaYWY CYY. NO R°';'—�i au s. S/16'e TNCMA >1 _ D/16b TYY5ti5A PEN not .� na() (Y� 2-W LW (2) 2W OR ) WON)HIMM tQfAtaOORKMA i'DL�i4 tII1bY [ E EA .. D � nasiRw yy DamMal A ORY BD y¢T w ,� -' i' � A � roDd muD o¢ svo o+' - S •a4°COis` � 1 �`»ou w �. 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(G� OR �* D .y e 3 I INSTALLED PER SECTION W-R' ON SHEET 81 (END &.INTERIOR MULLION i END & INTERIOR MULLION) '( / ORIEN{gTION A 21 `e fVF! DR1>'. ATION A i) '{4"K6" or 4° h \ I/1t W✓ ED ; -4 1/2-.I 1/210.062'.CON7. PLUM —MIGLE W/ 1/4"013/4' ITO BNLOEX (6"x4' or 8'%47 3 7 3/4• �F S mN. Ea. �\ 7EK SCREWS 0 24" ..c TO TUBE. o T I • SIDE RAILONOT SHOWN FOR CLARITY \�'\\\\\\� M" EUL40RENT TO PGuRm can'CR1E VlALL, . eDcE v PralcaelE. TOP h DORDY,: (M. WALL MOUNTING :MULLIONS CDR (�L POUREO CONCRETE WALL SEC170N W-2{lb' END & INTERIOR WALL MOUNTED MULLION INSTALLATION i No. q 9�'��y / �� 1Tr�'� 4 fCOb " �1\ IL E C O iNG. ,wr •car a a 4«orumo can.w .a a m a�n Sir. W.T>-gym erPmN ia. w'" m 79, wxirtR w' iurt ,-m RiRvfN 14 . Nautilus R^Ni@Dsaatlordl+tem IL mMyn as 'EXPERT SHUTTER SERVICES INC. laza ss. m1n�a s1rscT i�M. ST.. W'L R.>•9N xi - 17-244 ro ew[r 11 ores' YY4C//8A11!OIiC/DArE I a r�z' l t(a• T`— IOURED A/2' O}TE (I� kirt ED' 8' Min, iHdc14E55 E^ 0/8 or R/8 or �s R'/B X2 _ (11P; TO/P" 2':MUtLICN OEPTHxf/6' cool. W/ ,- Ps rouen 'ALUM. T06E (TOP M.BOTImu W/ eu4iFA O 2a c 5/16-0 Tsrcoxs xE W/ 2 1/4• EDOE wAPPUc.sIEi Mm:. EMBEDMENT 0 24'. o:c. i — 1/2• M'm.. ED. T I 2- a " �• 0 OR GO. T 1/2•.M'n. E. 2. 7 606t-TS ALA't) • GOOR G IDdE Ir•crPIJcnsltJ �om. aacLE. E� saE; FxtEinDR ALTERNATIVE'SECTION X242 W/ Q OR (G3, t (INTERIORMULLIONI ® MI ORIENTATION -'A 2) a/8 or (4"x6' of 4"4') V8 or UDGE IF APL I 2 1/2• Vli ED. l T l(2•:W , E.P. i_ _ _ y 4•µ•:t/a• (bCbt-T6.N r AT0.ECA9CE. EWE IFMPU:FBLEJ ALTERNATIVE SECTION X242 W/ (Gl* .(;'Q &. INTERIOR -,(IM/ ORIENTATIONMP 11 -- (8'x4' 3' OSEE MA)oMUM CQ(INTERICR). & © (END & 1NTEP.IOR) VIA' MDUNTED,MULUONS SPAN COVERED BY SCHEDULE 2b,' FOR. (WALL MOUNTED SHOWN, MAY )BE. W.SO MTALLED TRAPPED INSTAtLAndN CASES C.& tv ON;SHEET 25:" MOUNTED, PER SECTION R'.-R' (LIMTTED�LOAD, MULLION SPACING AND SPAN INSTALLATION): ON SHEET 8.): I*UTAMON. OISE: f - RESIDENTOL AND COMMERCIAL. APPLICATIONS WITH ±60.8..p.s.f.. 2'xl 1/2Ca0.062`.xCONT. µUM. MAXIMUM AS.D. DESIGN PRESTJRE E W/. I/4'0X3/4^ OW 8WLDEX RATING, '12'-O' MAXIMUM MULLION SCRLW6'o 24' n:c. TO Tuac: SPACING. VALID FOR 40NNECTION TO CONCRETE W/ HILO INC. HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. mmLgm tlg W — COMMERCIAL APPLICATION' FOR *106.0 x2 imt�R -0 gAXI MAXIMUM, A:S.D. DESIGN PRESSURE RATING_8'�0" l>ro {LtXiMUM MU WON :SPACING. VALID :FOR CONNECTION TO W/' HILTI INC' KWIX BOLT TZ ANCHORS. e'(bObt-TO :.ALLOY) aw,. MOLECONCRETE - - - ) i/2'4.7NiW:X0S.70 MMUON. Wn7: BOLT T2 EXPANVON MCHORA . ""' svnmurer m oixiarn mirrr e•:4 A T/f7 SIOE'RAR D'NOT -SHOWN FOR CLARITY- , _... _ Tac¢ Ir APaslU,BL6� WALL MOUNTING.: MULLIONS .2 OR M POURED CONCRETE W - SECTION *2 - uciaus k 'swaff" pbm- W»Jn SERVICES INC. "II - ax'slsa 12-244' 'nu't$4W ter. wxxa:a. v smt loos �I _• Nin. EA.---4•'Yin. El). ^1° (1) 3lRb IM'J( BOGi RIXPAVS.'ON 2•.� ( � .ANCHORS O'iND Mt102). GY ('61 tl:tA <' (DRulienoNs-ri.e B2). {fiD61 1e wrn} a�: t t'v 2•' MR (1 J/!•a HPAK eaT T2 mooll 04CLE EA. sloe W/ (2) Rit LD. Mln.. E0. 0.mLH S O ce YUWON� 3/4a THRU �'3' 10 1 1/2' {Om AT $ ,. Jd 2 w" QQ k (() S/9•P - - �'MiIR Ba)' TZ E%PINS@Y ONX OI, SUB i .. . % M a SUe O f� mixiI M 70 POURED P IRRU f 1' 1 f 1ryi�l l % Al APPLrJ'JI£ BMW) {tp�. TO? k BCiTON, Gz 7' D(IlAIOR. POUR® WNcflE(E'.. 3/ 4 J i Y . 8• NN. iMCR REOb. P 8 b 3- I SEC7IONX3-X3 W/ z-. a 02 fJ;(•�Q,�(IJLLION ONLY) 1 1/2• - R.. ) 1%' ,(W1 ORIENTATION B. iOTINJOR L. i tlY. t lY a 96 0./8 rl a /8 ♦• ElTERiDR s Ei W C2 IC2 Ti..a a 1 II-7 S i/2 2 o X3 (�S J 1/2+iT+. 7 (6061 76 WSAY} 3.1+1/2.D.-T (ecol-T6 All0'n (1re.TM�/lmnw)b (rcY, tra/wrtap q ea._i.Eo: 4K MOc 64.. sloe w/ 12, s/A^® TH"RU o 1S'ra sDE ywt/121 a/R'o THRu Bats tD MUWON a �3 POURED ccHcgm (1) 3/R-o RW:H MT rz PAN30.4 '(2) 3/6•a KX'.K 90LT-TZ EXPAN9ON (fa c 3. Nat W,) ANCHOR W/'6' �n NB MW TO MCHOR W/ 6" W, Eu0E0YENi T0. n I ' 3• 6- U1, T. cx REO'D. POURroc0'i0RE5E {typ. TOP'h POURED CgtICRETC (tya TOP. & - eOTmY) Bonom) (END MULLION ONY) ,(INTERIOR MULUPILi mcE o< sue/ (' ' t t ` ` i w sys ALTERNATIVE SECTIONS X3-X3 W/ G?' P R=w;JBtE 1P - (W/ DR1fNTATiDN ! 21 FOR (2) 3/4'0 1 BOLT TZ E M3SION 1 (4 07 M"n. E-0. ' Mn EO.--NtCHORS O. INIER.OR MUWON A.T { (ORIE TxN 12)• �','(.0 ......tn�n T�9•: • �IB�ER�YIL OD AND BOX NOT SHOWN FOR �' Wn. E-0� ^,.Min'. E.D..— FOR (3/ao K0.iR BDEI Ty EXPAHSiON �W�.•'•y-"'�T` 't " 1 AfacM O ENO MULLgN 6& t ". FLARIOA BJIIDWD CODE (Tion.NVgAYsbcrtY g�iR�a: Yar) (ORIEMAI)ONS Tl 6. /2). O M1> 1SR'A uC. PM�@ *, * ,*: Nautilus FLOOR TO CEILINGi/TRAPPEO.MOUNTING: MULLION �G2� _ #; Z - aowvymMnns7mm wx+nT q a iL ECQE■�. DML SECTION W3 9' •. t EXPERT SHUTTER SERVICES INC. O Q \ murnsn o t caMVRwc aw+.m F �30 6\ td n. m n:� u v c s ss, s Mac s vn 17-2M END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' - oNA4� n'Ea-vno" a Hna k/1ICaw TWT 0. PL •p LI!<l l]aA. SGlF: I/6' ^ I' aE 6EK/ INRE/D1tE rtorwa tK. Iww1 . Q'/8 N,n. E.D. m?. Q'v ALTERNATIVE SECTION X3-X3 W/ (G-V ( NT 1 (2'k7" INTER OR MULLION 4NL1) • CID£ RAIL (D�AND -BOX, NOT SHOWN FOR CLARITY. fm -Paw IEIXIE of r'SUB s MHYAaE; r aFPuuslc. Y w, U. Afn CA. "-ISM SCHEDULE /lT SEE SCNEDWE ff) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS CGS SECTION W3 No 44167 ik I *?r-k * " SEE MAXIMUM0 (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE lb' FOR .INSTALLATION CASES I. Te & D ON SHEER 25. (LIMRED LOAD, MULLION SPACING AND SPAN INSTALLATION): RSD ATION CAM I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 160.8 p.s.f. MAXIMUM A.S.D.-DESIGN. PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE 01 FOR ADDITIONAL SPECS. R6TAUArICN. 05SE Ta- RESIDENTIAL AND. COMMERCIAL APPLICATION ,W/ 1:80.8 ps0. MAXMUM &S.D. DESIGN PRESSURE RATING. 8'-0"" MAXIMUM -MULLION SPACING. SEE SCHEDULE 11 FOR, ADDITIONAL SPECS. RSFAUATION CASE 11 - COMMERCIAL APPLICATION' FOR 3100.0 p.s.f. MAXIMUM, A.S.D, DESIGN PRESSURE RATING, 8'-0' MAXJMUM MULLION SPACING. SEE SCHEDULE fi IHSTAl1ATI0N TNICXNE55 ANCHOR TYPE Q SIZE YIN. ANCHOR DISTANCE FOR CASES REO'D. ". TOP R BOTTOM), EMBEDMENT ANCHOR- /8"1' WLD INC,NUS-H Tc SCREW. 3/8-0 PoVffR FASTENER 2 1/2" 5 1/2' WEDGE- BOLT ANCHOR L 4" INC.KWX 1/LT 21/2"' 51/2: I2LTI. Q B; 1/2-0 HILTI R:C.IMix S 1/4- T 1/2T BOLT R on" mrz u INC. 17-244 W.Oi 2 UD' .IJ \W.WE VIT 0:2a n.c. t 1%2' I' CMR P\ ETE (- 3W In B" Mm. ItCK REOD. t '"'/4' NOTCH WEB TOP/BOTfO!A)� nld 8 M'N: P FPSIPIG CVSG y Dn. wjmn" I r Im CAP UX SGSEbS mm STEEL PZ EDGE W APPU=LE' POURED MCKCONCRETE 8' Min. 7HICIC Rf0'D.Q,6`1• EX�OR. 6}y;1 .%,C (50SI+T9 . xn. NrGLE EA,S'OE. EDGE ff. A^DlinlBLE� ..SECTION X4-X4 W/ a •( ff-l1•UL(EI4l?ND &. I�TERIORMUlll4,w (d"x7� ` F SIDE'RAIL@NOT SHOWN RY EDGE it APPUwLE� ♦ .•/r O2MPE)015,5 POURED- ou've E.(fc . D is W MI, THICKNESS REO'D. 4 vs- EDCE SECTION.X4-X4 W/ >a3 (INTERIOR -MULLION) Ml ORIENTATION f 21 (2*01 SEE MAXIMUM ,(INTERIOR) WALL MOUNTED MULLION SPAN COVERED. BY SCHEDULE 2b' FOR INSTALLATION USES I' & R' ON SHEET 25 (LIMITED LOAD, MULLION SPACINSAND SPAN INSTALLATION): fl671LV+MN CASE f -. RESIDENTIAL AND COMMERCIAL APPLICATIONS WIN f60.8 p.s.f. MAXIMUM A.5.0.DESIGN PRESSURE RATING., 12'.—D"MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC HUS—H ORR .POWER FASTENERS WEDGE -BOLT ANCHORS. INSIALMO! CASE If' — COMMERCIAL APPLICATION FOR 1AGO., p.s.f. MAXIMUM A-S.D. DESIGN PRESSURE RATING.,W-O' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO WALL MOUNTING: MULLION. POURED CONCRETE WALL ,_ SEOTI NWa[" Q INTERIOR WALL MOUNTERMUMN'INSTALLATION * laju STEP 1: OBTAIN JOB SITES &S.D. DESIGN PRESSURE RATING (p.9.1,) FOR THE OPENING AND DESIRED SLAT SPAN -V(IQ TO PROTECT IT (SEE GENERAL NOTE Cl, SHEET 1). 2TEP2 ENTER TO CHARTS (la, lb & lb')'THRU.. IC ON SHEET 15 TO DETERMINE, BASED ON AN IW SLAT SUP CO. ANCHOR TYPE AT 8112 RAILS; ASO. DESIGN PRESSURE RATING (P&L); THE REQUIRED MAX SLAT SPAN V ft. THE FOLLOWING INFORMATION IS PROVIOEDATCHARTS I THRU,TC, TOPROCEEDWITH PRODUCTINSTALLATiON VERIFICATION: • ENTER ASA. DESIGN PRESSURE RATING: SEE :STEP (1) ABOVE. • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYRE. INCLUDING ANCHOR TYPE, THE FOLLOWNG DEFINITION FOR SLAT SPAN OR" BE CONSIDERED: Lew: THIS ISTHE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN tir SLATSUPMAY BE USED; FOR A GIVEN ASG DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART.1c: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/0 OR W/STORM BARS (SEE STEP 4 18 STEP4IF PRODUCTINSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS&MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES_ ARE APPLICABLE PROCEDURE 4a: IF STORM BARS ARE USED 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE WED ON 'CHARTlc; ON SHEET 1GIT SHALL BE MEASURED FROM BACK OF SLATS GLASS.+ 2. ENTER TABLE I ON SHEET 22 WI&S.O DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET23, WITHA.&D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE' OPTIONS FOR STORM BAR CONNECTION TOCONCRETE YOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS ATANCHORS TYPE LEGENOFOR VARIOUS' ANCHOR TYPES COVERING PERMANENT,(ANCHORS A & 0)OR REMOVABLE (ANCHORS 08 C) INSTALLATIONS & ACHOICE OF 2OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT WO STORM BARS 1, MINIMUM SEPARATIONTO CLASS FOR SLATS IF MULLIONS ARE USED BUT W O STORM BARS SHALL. BEBASEDONCHART.Ie ONSHEETI5. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES to THRU 2c ON SHEETS 24, 25& 26 N ASA. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX., 12; 0' OR i), AND DETERMINE MAXIMUM t#LiN ST (HEIGHT) W(ALLOWABLE .INTERPOLATION IN BETWEEN SPACINGS GIVEN O & ). MULLIONTYPE & MULLION ORIENTATION. 3. SEE SHEETSd0, 10A 11, II A. 12;12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP. & BOTTOM FOR CONCRETE FOR AGIVENNMMUTO CEILING (TRAP LLION TYPEO8Y1�LL MOUNTINGS OF MULLIONS UtTO. PROCEDURE 4e: IF BOTH STORM BARS & MULLIONSARE USED 1, MINIMUM SEPARATION TO GLASSFOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic ON SHEET I5. IT SHALL BE MEASURED FROM BACK OFSLATSTO. GLASS. 2 ENTER TABLE'%ON SHEET 22 WIA.S.D. DESIGN LOADAND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3, ENTER TABLES 2 OR3ON SHEET23, WITH AS.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT, (ANCHOR$ A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS &'A CHOICE OF OR 4ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. 4. ENTER SCHEDULES la THRU 2c ON SHEETS 24.25& 28 Wl A.S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX- IV. S OR TT. AND DETERMINE MAXIMUM MULLIO SPAN DIEIG" Wl ALLOWABLE INTERPOLATION. IN BETWEEN BRACINGS.FORAGNEN MULLION TYPE &'MULLION ORIENTATION. 6. SEE SHEETS 10, 10A, 11. 11A, 1212A, 13 &13A FOR MULLION CONNECTION DETAILS ATTOP 8 BOTTOM FOR FLOOR TO CEIUNG�na�v ED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FORAGTYEN MULLION TYPE(J• J ;FJ &0). • PROCEDURE PER STEPS THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME 'STRUCTURES,sEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES., SLAT PERFORMANCE CHARTS Ia. lb, Ib' & IC: (ONLY VALID FOR 10 SLIP) FOR A GIVEN AS.D..DESIGN PRESSURE RATING IP.s.Q. PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR VWO CHART I8 - CHART lb CHART Ib' CHART IC USE 18'E Asa UMD ..irsE 3/8°0K POURED CONCRETE OR 5/78'O TAPCON XL ANCHOR• 5l18'e TAPCON XL ANCHOR. POURED CONCRETE m FovnrD w1:ann: m c9grt taro ccu eavcmlC aDot vrAlBw FDsms A9D.IA1D WMH AS.D. WIt. SLAT SPAN •LW4L! (FT) _ RAT- •Lwx• (FT) MAX SLAT SPAN 'LAW.' (F€) REQUIRED NIM. SEPARATION TO GIASS MEASURED 10 BACK OF SLAT i 1I DESIGN RATING iDeQ uAu WI90 m M16 j rnvFID 101 fit MRu • eeD-9m D,gwt w( • • IaeD�n wm0 n/Q LO[ MRB.i rut W80 '� 1e]IO s lPN9tDOu1D�u1 l ip !a 11016 0 y 8 ` - wuMt w/® WWV` t rlu a m roRP t. -mvvm wrart asf ii6 Y xeo-w s8d9ty€�* ffi iFm • w RINtl1 1346 w WORN B4t5 iN 4 1-3 '� 30A 20'-0' W5 o' 20 O' 20'-0' iM-0'. 19'-a' '20'-C 18"-0' 20"-0' l5'-s" 18'-0' Is- -- 1�,- 11 1 8' T JSA 20'-0' 15'-3 _ 2B-O' IV-0' 20'-0' 18-W W-W 16'-3 20'-0" 15'-0' W-J' 1f-0' 1' U t 3' B". T.. 401D 201-0' 15'-2' 19'-Y W-6" Po'-0" 14'-Y 17'-a' 1P-10' W-11' 14-5' 14-10' 121-9" Am•14 f - 8' 7" 13.0 20'-0' 15'-0' IB'-0' 115'-3 ZW-O" I4'-2' 16'-V 131-9' 17'-1" 11'-2.. 13'-9' 12'-0" 1' 11 } 2- .B" Y 50D 20'-0" W-10' 16'-8' 'if-2' 19,-1• m'-i' la• -ID' 1Y-le• AV-Y W-I' 12'-8' i1'-O' 1' 11 t 2- 6" ]" SEA 2P'-0' W-8" 16-3 13'-4 W-6' 12'-i' W-11' 12'-1' I6'-0' '12'-4 12'-C' IV-8' 1" la 1"Y 81 Y WA 1fY-3' 13'-9' ta'-9' 11'-0' 18'-8' li'-B' ly_Y —11-5 14'-2' 11-8 tt'-8 H'-4 10'-0' 1' 11 I fi' Y a" lw 12'-tl' 13-IY II"-11" W-9'^ 1l` w fY-5' 10'-11' 13'-A' tY-0' f0'-10' B'-1 A.i1' S T 704 17-4 12'-Y fY-}' 11'-a' 15'-0' 10'-8' N'-10' 10'-4 /2'-9" 10'^6'-: 10'-1' 9'-0' A. 17 f'2' e' Y 75.0 . 16'-4 11'-7' 1Y-7' I W-10' W-}' 101-W W-4 9'-11" 12'-0' W-0' V-10' W-ID' 1' 13 f ' 'v Y 80D ir-W ii'-0' 12'-0" 1 10'-51. 1J'-7- 2'-5' 1D'-f0' -.IF-]" It'-T. :. 9'-9' 9'-S 8'-8' Y. W :8' Y t3'-0' IV-5' : Il'-]' f0'-0' V-3' 10'-5' 9-S Iv-2' 9'-3 9'-0' 8'-0' A. IJ' 8' T PoA ta'-Y 10'-1' W-2` W-8' 12'-6" 8'-10' '10'-1" 8'-lt' 1D'-9' 8'-1P w-10' S'-T 1' 12 1 2• 9SD IS'-4 -8'-e' IG-6• 9'-1' '-o" WZY '8"-B' 8'-Y 10'-4 e-5' 876' Y-9' 1'- 12 1/2' 18 7" W-5' W-1' 1V-T 7-4 7-5' 8'-1' 10'-0' 87-1' B'-J' T-6^ 1' A Y Y' IOSO 12'-Y 9'-0' 1O-i' B'-9° '11-3' 8'-W e'-Y '8'.2 '9'-3' 8'-0' 8'-0" ]'-P 1' It t B' J' 110.0 Ill-T e'-8' 9'-9- B'-8' W-il' 7-10' W-10' %101. 7'-9' T-2' 1' 11 t Y 3 Y 1150 IT-i^ 8'-3. B'-6' B'-4 10'-Y 'T-8'- 8'-W , P-8' 9'-T 7'-8' 7'-8' ]'-0' 1' 11 t/2' B' ]` 12"10-8' 8'-l' 9'-t4 8-2' f0'-3_ -5 8'-S' .]'-IY 8'-1t' J'-5' 123.0 10'-2'. T-9' F-o T-T1'- 1O'-0' 7-Y e'-Y .Y-1' B'-8'� -2' Y-J' 6'-3' 1" 1P 6• 7' I= W-le Y-8' B'-e' T-B' B'-B' ]'-W A'-0' 'Y-2" 8'-5' Y-0' ]'-2' e'-e' 1' 10 t Y '6' T e'-10' 7-10' 7-11 W-2' 8'-t0' 7'-W 8-5' 1" IOl/T 8' Y 110A 9'-i' 6'-11' 8'-1' 7451 - 71W W-11' 8'-0'.. - <B'-l0' B'-a' 1'-.. 1D 1/2' 0" Y 113D 6-10' A'-2' T-]' 8-101. 7'-8' 150A W-6' f 65D 18'-3 180A B'-0' r-R' s'-t0' 8'-0' _ �7_N - y_s' _ _ _ r 11 A'I IT. F NOTES., f. ASOYE INDICATED MAX. SLAT SPANS MAY BE USED ASLONG AS ANCHOR SPACING SCHEDULES ON SHEETS A7 A 18 INDICATE THAT AN. ANCHOR SPACING IS AVNLABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REOUIRES SIDE RAILS FASTENED TO EXISTING' IDRUCTURE WITH 3/8.0 JOAN SOLT'3 ANCHOR 0=5 W0 TAPCON XL ANCHOR.. INTO POURED CONCRETE OR GROUT' CELL CONCRETE BLOCK OR WITH 1/4'0. TEX SCREWS AT MUWONS CONNECTION. VALID FOR WALL MOUNTED. TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAamu.,A SLAT SPANS FOR INT&V[EDIATE LOADS MAY DETERMINED BY UNEAR, INTUIPOLAWNBETWEEN. END VALUES: WALL MOUNT SLAT SPAN RANGE o69aN PRATM vim (91.4 07t > 4'-5' t > 5'-6' t > 6"-7, t > i-9' t > 9'-12't > 12'-16' t > 16'-20' t a4t-69 9'. 9' 9'- 91 9' 9' 7' S 5/5' >5t-eo S. 9' 91- 9' __9':. 5 5/8- 5 5/W 9' 6 1/2" 5 5/8- >t0e-52o 7-- - - N41-180 9' 9' 9' 7- 7' TRAPPED MOUM _ SAT SPAN RANGE' t tP= 07 t > 4'-5' t > $'-W t > 6'-7' f > 7'-8' t > W-12' t > 12'-16' t _ > 16'-24' t 9' 9' 9' 9` - H' 9' B' 9' 9' _— 9' — -- 7 f%2•_... >ef-69 BUILD -OUT MOUNT SLAT �SPAN� i WSLAT SPAN FOR A GNEN A.S.O. DESIGN PRESSURE RATING "SHALL SSP�INEXCEED �DNON SLAT PERFORMANCE CHART ON SHEET 15. SAT SPAN RANGE Pl 0'-4't > f'—S'1 _. > 5'-5't >. 6'_7•.T >71-9't > 9'-WV "i IR'-19"t' > 16'-29"7 E - E E -. E E E E E E E E E E S. 9' 9' 9' 8' 9' 9' 9' 7 3/4 . T 9' .5 5/e 1-40 9' e' 9' S. 9' 9. 9' 8" 9' e' 9' S. 9' v -' 9' S. '9' 7' 7' 6' 5 5/8' & 5)8' 5 S/8 N1-f0. 9" 9' 9' 9" 9' `9' 9'. 9" 0. 9' -9' 9' 9' S. 9'. 7 1/ ' 1 2 6' S_5 8 5. 5/8 5 5"8 5'S/e' S S(8' - >61-eo S. 9' 9' S. S. 9' 9` 9' 9' .9' 9' . 9' 7" '.5 5/8 5 5/8': 5 5/S 5 5/8- 5..5/9 >61-1W 9" e' Q. 9' 9- 91 9" 9' 9` 8' 8' 6 f 2 6 3/4' 8. 3/4' 5 5/8 5 5/4 5 5/8. 5 5/6 >10 1R0 9,... 9" 9• 9" 5' 9' 9' 9' 8•. B. 8' 6 fJ2 6" 6' ' 5 5/8. 5 5/6 5 5/8. _ _ _ _ >121-140 9' 9" 9" 9' 9' 7 T 2 •V 8' 6 1/2 W e" 6' 5 5/8' 5 5/8' 5 5/8 ' >141-160 9' 9" V e' 6' 7.' 7 558.'E34' S!34. 588 558'S A'I'l-. , - - .- _ - _ - sa>. SLAT SPAN RANGE yy�jp 4w¢M 'e'-P i D 4'-S' 4 > S'-B' Q > 6'--7,f > 7'-8' 1 > 9'-11't > 12'-16' Y > 18'-20' i a 30,0 6- ef' 8" 8".. B' 6' 7 1/2' 081-6> - 0' .8' •8' B' - T 41/2' 3 3/4. >01-10 0' 6' e' 6 1/2' v 3 3/4' 3 3/4 >1 a 120 : 0' 6" 6' 5 7 2' 4 1/2- 3 3/4- - - f21-10 8" 7 1/2- 6' 4 1/2- 4' 3 3/4- - - >141-166 8' 6` Sr e r TRAPPED MOUNT ..,, SLAT SPAN RANGE amw �. w 0'-4'°T. > 4'-5'4 > 5'-8' T > 6'-Y 1 > Y-9' T T 9'-/2' T > 12'-16' 1 S ib'+20`1 3".s SBA. 8'' 6' fi` 3 1/2" 6' e_ — 6'.. _e 6' 5. 4/2V 4 1 2- >41-W 6' 6" = 5 1 2' 4: 4• 6- 61 6'- >9+-1 6- .6' 4 3/4' 3 3/4' 3 3/4": 6. _ _ 1121-10 :6" S. '5'3/4, 4`. _ 3 3/4'. 3. 3/4' N41-1m - b^ 6' 5' 3 3/4- 3.3 4' - EIUILD-OUT MOUNT 'SLAT rSPAN� T•HM, , MAX SLAT, SPAN FOR A GIVEN A.S.O. DESIGN LOAD SHALL NEVER EXCEED MAX 'SCAT SPAN INDICATED ON SLAT PERFORMANCE 'CHART ON'SHEET 15. 4sn. SLAT SPAN RANGE q� W-4' 1 _ > 4,-V Y > 5'-6' T .. > 6'-7 1 > Y-w } > V-171 > 12'-16' 1 > 16'-2v t E E E E E E E E E E E 4 30.6 6' 6' 6` 6` 6" 6' 6' 8' 6- 6' e' 6' 6. 6' 8' 5 1/2- 61/2' 4 J/2' 4' 4' 3 3/4 >31-4>6 6 6 6"S.6' 6' 6- 6'.. _6' 6'6'6"6' .. 6' 6' 4''4-4. 3 3/4'3 3/4' >A-¢> 6' 8- 6' 6" 6' 6'. 6" 6' 6° .. 6" 6' 6' 6` -:6• 6' 4r 3 1/4" S5/4" 6" 6' 6.61 6' '5't/2 6' -6' S" V S' 4' 3 S/4- 3J/4' S J[4'>et-ID>. B' 8' 6' 6"6' b' 8T e' 53/4 4 t 47/2' 33/4 3 3/4' J ] 4' 33/67 3 3/C S 5.1/R 5 3/4 S 3/4 3 'i/2 4 1/2 4 1/2 3 3/4 3 3/4" 3 3/4" 3 5/4'5' -4 4' 4 3/4 4 3/4 3 3/4 4 1 2 4 1 2 3 3/4 3 J/4- 3 3/47 „- 1 - - - - - - r' WALL MOUNT ok& PFAMO RANGE (wt. SLAT SPIN: RANGE 6'-4't > 4'-5t > 5'-6't > 6'-7't > 7'-9't > B'-12't > 12'-1$'t- > UY-27t a 39D 4 1/2' >51-155 B' 17 7 1/2- 5'. 4' - - - >104-125 B"' 7 1/2' fi" 4' - - - >121-140 6" 6' r - -- >t41-165 7' S' 4" TRAPPED MOUNT PREMM p A4 .) SLAT SPAN RANGE 6'-4' i >`4'-S"t > 5'-8'. t > 6'-71t > 7'=9"t >: 9'-12't > 12'-16' t >' W-26' t' 6' 6• - 41/2' >BY-BO 6 6' 6' 6' S'- >el-1W. 6' 6' 6' 4 1/2' 4 1/2' _ _ - >106-125 A. 6' 5 1/2" 4" 4 1/2' >ut-1w $• 5' s 1/2' 3 3/4' - - - - N41-i69 6" 5. A. BUIL"UTMOUNT SLAT �SPAN� tom MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN 'PRESSURE RATING SNAIL NEAR EXCEED MAX SLAT SPAN INDICATED ON SLAT PERFORMJWCE CHART ON SHEEE M SLAT SPAN RANGE [A=H PFVMM W-4" t _ > A'-5' i > 5'-8't > 6' 7't > 7-9' 1 '> 9'-12'1 > 12'-16' T > 16'-2P t 9ANaLPaG) E E E E E Qq E E E E - E E E E 3 39.6 8' b' 6' 6" 6' a_66, 6' 6' '6' 8' 5 1/2' 4 1/2' »1-49 r 8' 8' 8' S. '6' 8° 6' B' 6'• 8" 6' 6' 6' 6' S 11Y 5' ;4* _Y. 4' - - - - >41-6a 6" 6' C 6' 6' 6' '5 1/3 5 1 $' 6" 6' S. 6' 5 1/2' 4 1/2 - - 3 3/4' - - - - >51-50 6' 6" 5" ' 6' 5' 5 i)2 5 1 2- 51 2 4 1/2 S'. S. - 4' 4" 4' 3 3/4' - - - >Bf-+m 2 5 1/2- - no5-120 $' S. 6? - 5 1/2 5 1/2 .4 1/2 l 1/2 4 1/2" 3.3/4' >121-1w 6' S. 5 i 2 4' 4" 3J 4334.- >141-110 5' 5• a' - - - - - - - - - (USE. MAXIMUM VALUE SEMEN POSITIVE AND NECATNE A.S.D... LOAD) MAXIMUM AS.D. SLAT SPAN RANGE ParE 0'-4' > 4'-5' > 5-6 > 6'-7' > 7'-9' > 9'-12' >> 12'-16' > 16'-20' r(Ps o (P-0 V. V Y Vx V Y Vx V Y Vx �h' Vx VY Vx V Y VX V Y Vz V Y s 30.0 10 60 10 75 165 90 238 105 421 135' 594 180 999 240, 1390 300 >31-40 10 80 110 100. 386 '120 440 140 �398 180 823 240 1328 320. '1823 400 >41-60. 10 120 290 150 794 180 509 210 708 270. 1266 360 1962 480 .2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422- 600 ,;2547 596 >81-105 123 210 550 263 711 315 1142, 368, 1372. 473 2009 591 2492 638 — — >106-120 313 240 728 1 300 881 360 1345 420 1587 1 640 — — — —. >121-140. 552. 280 960 350 1003 420 1612 490 1669 630 2039 635 — — — — >141-160 781 320 1186 4W 1322 480 1873 560 1740 640 — — — — — — SLA1 ~ SPAJd-i ,SLAT ;SPAN DEFlNITION SIDE SLAT PER FORMANCECHARTIDi & ICI:tONLYVAUp FOR%r SUP) SIATPERFORRIANCECHARTjIbI AE IICI:(ONLYVALID FOR lw SLIP) 9pRA0.NEN 1Nb4WdA8A0E&GNPRE961)AE Mi4W (p.80eRU:HUl1ElllWxIGONWfIdRiOR IORAGNFNM40AyYAi0. iT.a1CNPRF.S4UAE(UTWGIp•D4ID 611Vi1ERL10VHTCONOrtIdNFfA RISTPIIAwONSVa06TOIW IBARBPFROERA496EldW WBTAIUII_adVAO s10RMBARSPER6EfNL28ELPN CHART IIII USElb CHART ICI CHART III)I tw V/ CHART IICI I$raaal alv mHlTR tmv[901a0uac AfA ldw IdIO W OYIBIIlSIW[tIRM HaAc,M 1pPAL Afa ICtl fIl.D WL2 . ful6'HTAPCAN%L ANCFION y,H' .SAT "LNW.' dfU WIMTAPCONnJUiCHOR WX SIATSPAN wm YYH' (10 IIA%. SLAT WAR •IILtY.• <n) . .101'AAVIIaI m. teuIG m awt a suv () WOMT. RE"Imwx RAT SPAN 'LJIAY• pq . OOliaa W fOAATDa m'wss maaD ro IRA( a ux C ) .'"' iY1 3aD-on aaeDea M{kT9k t-0 )WL aaoa alaM1 ' �. avn.aur a Y a a*m.]Imff a� v ma<. moaurasa �• d I W- 0•_J• a•_J•.. r-T•. t• a i t'" -fl 1 I' ]a.0 w. Y-9' r T'-4' T-H' J'-0' I' 8 illm., i• a I m8+ r-r 1•-T .r-T'- Y-0• t' a I 1• 6 I aOO+^ V-1. r-]' —J�-S� r-r a'-0•C E i n•WL0 w 10'-0• f0'-d• 5-B' 1• 8 I 6a0 r J'-r r-r Yd• 6'-P I'6I 'ID'-0• 10'-0' 6'-9' i• 8 1 ]' - wb w r-J• ten•-R•' P fi 1 8• SLATPERFORMANCE CHART IIII: IOttlIYVALID FOR TIR'.SUP) FORAGNEN uAl&11 1 8D. OEal@I9Rk3HIL1E MWO IPaa ANDSRU TiEP LtOUNT OOMNRON FAR WSTALUwONSIMOsiOt@A pW89FRDETM2 afiLOV! CHART In On1001/ CHART MCI iR IWeIY 1Ni[ BaN PCmb[ ND 1®M AaA' UY0 1� WYGY PDmM ASA IOb IPY[.. SNTO TAPCpN %I ANCHOR YN. SAT aPAIR '�' tl9 MAX, " SPAN •LiaAx.• 1M' vaLs� r). �ARAiIa(10 tcve®m as a mUa tt,). s -fN-.f, IeanaI =i & (>s Tema NW mIm is 1P0'tOm a T-v T'-e• r-s a•-r r a-1 ae� T-z^ a•-T 1 T-a• n•-r r a i s• 0A .r a._e• W-Ir W-B. a.,fi... . I,. as , SAD w� a'-5• fi'-S' a• - S'-9• I• 'a I a• SSD w V-5• 8'-3• 6•-r 0•-a• I• a 1 ap,O.w V-t• 6'-i• 6•-t- 1 5'-5' i• s f s• ssa .eLeT..SPAN. DEBIHRIDN SLAT PE. WORMANCE CHART IV: (LESS THAN VW SLIP) ioa A CNOI AS A OCSIDN LOAD f0.a1/: G)Mi6n MOUNT C Wi0ii10N MG.UWNO ANCNORTYPEAIA FOR WHTALUTWN$Vi0510NNaHHH 9EROETA40 bElOW 5f16"dTAPCON %l ANCHOR VY ItABLW )IMIR Eu8@l 904PIE IP3 ANpNCWM A&ALA10 rtm AS0. Lao VNIR T, SPµ T SPAN v'�a Dam .B.. aw v as W N�aS7.. F'D.a N3 mv�a >amnfi wn �CiOA Ia. ,. a-e' 35n a•-Y E•_0• O r '8•-m _" d'b• I' S• A 5'-0' apd r V-J, a•-s• w W FOR INSTALLATION INTO WOOD FRAME STRUCTURES ux 1lNYy vSt[mmlt�Lt AD HmCxASA IOO NO'NW WOOD CMOs NAOBa uNL 8A'aPN tmw 09 iw m Ri110 t� m H IV3aB Ba L of cN welno amine � O STOa &HI g9/ �S a as a Rm Za6 Ra TaC la 1 SWIIRFR Leif li C.O.SS SD. a•-5' B 5' W-W P s 1/H• OWGAI-FlR-SU.'IX(G.O.0)_ a0 - a•_Y a•-S• SPRIXE RNE-Rfl-ERR.:C•0.35 6O. +'-s" Qa• ( SLAT SPAN DEMMO DETAILS (ELEVATION) ens 1, ASS INDICATED 1)[A%. SIX SPANS MAY BE USED AS'LONG AS ,ANCHOR SPACING SCHEDULES ON SHEEP 21 INDICATE THAT A WAGING IS AVXLAELE FOR THE CORRES.'ONDING'SLAT SPAN. AND AS.O. OEM LOAD. T: WOOD GTRAME WALL TO BE BUILT SIFICILY IN AI%ARDANCE YCIH SPECS GWEN ON DETAIL AND PROJLSIONS FROM CHAPTER 23.OF THE FLORIDA SUUING'000E. U NMUM LENGTH OF WALL Al. FJTHER WE OF GPENRNG`SHALL BE 33% I pyN/IJ INC. uT -2aa my WALL MOUNT & BUILD -OUT MOUNT TO 2'x4" WOOD STUD (SEE DETAIL I ON SHEET 20) WOOD GRADE 99 SPAN W E n"s'nss -SOUTHERN PINE.(2 (G-Om) s J0.0 6' 40 6' 50. 6' 60 6' UIRAS-HR-SOUTH (G=0.46) s 30.0 6' 40 6' SPRUCE' FIR-SOURI s 30.0 6'.. WALL MOUNT TO 2NW WOOD STUD WITH MINIMUM 1/Z' PLYWOOD (SEE OETAIL 2 ON SHEET 20) WOOD GRADE ... SIAT'SPAN RANGE 4v".°>f'''a.e44 0'm 4'�>4m5'>5m K->Bm.Y t>Ym v'>pro10' SOUTHERNPINE;12 (G=0:55) 6' 6" v 6' ^0 6' s' 6' 6' 6` 4 3 4' 60 6' 6".. S. 8' 43/4' 3 1/2'. 60 6` 6' 5:3/4' 5 1/4' 3 3 4' 3' DOUGIAS-FIR-SOUTH (G4.45) :s 30.0. b' 6° a. .6` 6' 40 6.6' 6' 5 1/4" 5.I e 4 1/4' SPRUCE F7#'- =0.3 s30.0 8' 6' 6' 8'-- 6' 51/4' BUILD -OUT MOUNT TO 2"XV WOOD STUD WITH MINIMUM 10 PLYWOOD (SEE DETAR 2 ON SHEET 20) WOOD GRADE mrr _ SLAT SPAN RANGE a-4' >4'6''' >5-S "' .>B`-7' >7,4- =. m4rtr, .xn. wiwrr .mrt .A! ! Wn w =W = . 4wrt. :S 30.0 8' '6' 6' 6' 6' b' 6" 6' 6' 6' 6' 6' SOUTHERN PINE 12 40 61 6' 6" 6* 6' 6' e' 6' 6' e' 6' 5 1/4- '5 1/4- 50 6' 6' 6 6` 6' e' v 6' '5 1/4' 5 1/4' 60. S. 8' 6' 6' 6' 6' 5 Ve 5 3. 4' a' 4" 3" - 3' DOWLAS-FIR-SOUTH 5 30.0 6' E' 6' 6' fi' 6' 6' 6' 6' 6' 6' 6" G-OA6) 40 fi' 6' 6' 6' 6' &' 5 1/2' 5 1 2" 5 1/2' 5 11V 4 7 2" 4 1/2- !KEPWE-FIR-50UTN 0=036 5 30.0' 6' '6" b' •6' 6' S' 6- 6" I{4g -M4X. SPAN FOR :SLAT FOR A ,GIVEN A.S.D. DESIGWI.OAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON. SLAT PERFORMANCE CRART5� ON 20 SHEET. f TABLE 1 .. �1 STORM BAR SPACING (FT) PRESSRUM RE 01 2' 2.667' 3' 3.5' 4.' 4.5' 5' 5.5' 6" 6.667' 30.0 -it'-0" la'-0" 11'-0° 14'-0" 1L-0" 19'-0" 11'-0" '.11'-O" I'-0" 11'-O'l 35.0 1i'-O" IV-0' it'-0" 11'-0" 1V-0" "11'=0" I1:=0" 1V-0" ;- 111-0' 11l-0" 40.0 t1'-0` 1'1'-0" 1t'-0" I'7,-O" 1r-0" I'-0°. 11'-0" 1:1'-0" 1V-O" I.t'-0,,.. 45.0. 11'-O" 11'-0" . 11'-0' I V-0" 11'.-0" 11'-0" 13'-O" 11'-O" :1 T'-0' 1.1'-0" 50.0 11'-O' TI'-O" 1.1'-0° - 11'-0" I1'-0" _11`-0" 11'-0" 71"-0" 11'-O" - 11'=0" 55:0 I V-O" -1:1'-0" '1 V-0" 'I1'-0" 11'-6, 1-1'-0" i t'=0" I I!-0" 31"-0" 11'-0' + 60.0 11'-0". 11'-00. '11'-0' I1'-O" 11'-0" _ 11'-0" - 11'-O'. 11'-0"' 11'-0`• BSA W-0" th'-0" 11'-0" -11'-O" W-O" -' IV-O" 11'-0" -11'-0"` 11'-0" - 70.0 11`-0" 11'-0" t 7.'-0" I1'-0" - 111-0" 17'-0" 11'-0", 11 %-0" • 11'-0' • 75.0 11'-0' T 1(-0' 17'-O" W-0" I V_O" 11'-O' 11'-0" 11'-O" *: 80.0 11'-D"1 i'-0" 111-0" t1':-0" 11'-0' id'-0" _ 11'-0"� 10'-10" - - 85.0 11'-D° 11'-0" - 11'-0" _ I V-O" 1 1 !-0". .. Ill'-O'"- 90.0 11'-0" 11'-0" 11'-0" 11'-O' 11'-O" 11'-0' - - - - 95.0 11'-0". 19'-0" 11'-0" 11'-0" I'1•-0°' 11'-0". 100.0 t 1''-0" 11 "-0" 11'-O' i 1'-0" .. 11I-0" 10510 11"-0' I V-0" 11'-0' 1 VO' 11'-0" - - - - 110.0 1 i'-0" 11'-O"' 1 i'-0• 111-0" 1o'-10° IT" 5A. . _ I V_O".... _. I V-O" i t'-0" 1.1'-0" 120.0 11'-V, I V-O" 1.1'-01 - - - - - - 1250 11'-0" 1V-0" I'-0• 10'-10". - - - - 130.0.. 11'-.0" 1 V-0." 11'-0' 135.0 11'-0 11'-0" 111'-0" 140.0 1.1'-0" 11'-o" I I'-0•- 145.0 11'-0" 11'-0" i0'-11' MEASURED ItA BETKEN -CENTER LINES ;OF STORM BARS IN f FEET OR' FROM 71P OF SIDE RAIL'TO CENTER OF STORM:�B+�ft. i ' THIS'REGION ;IS ONLY VALID FOR INSTALLATIONS I'8/ 1 OR MORE STORM BARS PER SHUTTER: ,,)IA`THS REG70N IS ONLY MAUD FOR INSTALLATIONS' I WTI 2 OR MORESTORM,liARS: PER SHUTTER.. m STORM BAH SPACING V (PO. Wie 2' 2.687' 3' '3.5 4' 4.6' S' 5.6' I B' '6.68P XD.' - B.CD -B D ABCD A.BA O.. B 0. hIV'Up _Ae CD_. -"" "". e.Up. 30D A. CD ABC 0 BCD B 60.0 A.B C B 40DAlex.0 BC CD AMCD As= -. B 0 1 AACJDl A BCD 4SDABC,D AB.Cg ABCD Ax,cm AB.C.D. BCO I A8.C,D A = A,%CD BC 60D ABCD ABC A C.0 AB.C.D 'As C.0 AB.C.D AB.C.D A.Bcp AS,CJD AB.0 Ua &B D 8C BG.0 eCA ' B D ' aC,O _, AB„y,,.D , A* A,B C'„ AyB.C'- WD B.0 0 BCD DC s= ARAD AB. 0 A C- C ABC 85D BC B 0 A.qC.D ABCD AACW BC0 ADA AsC A," - 8 = B.CD A.0Z.0. C0 ABC.V kolrlp A,61C BC AA.0 AP A- T0D CO A.B.Cm &RCJD 0 AB D A,11.0 BC A.6 A A BEA 49.4.0 AR.Cm kac.0 AB&P ABCA.R.O. A.9,C A` A A 40D BGO A.H0 C0 ABCO ABA Aac As A.' A "A ROA ASC.D ABAD AB.00 ABC BC A.R.0 A A A A P6D Au,C.D AaAo Alax.0 AIBIC .0 AM A A.. A A. IOU AB.40 ARAD AAC 0- A9:C A A A 6 A I= ABp ABCD C' B A .A A A A It" A.B.Cp ABX.b ABC ABC A A A /A' A A 1t" A.ECD 49AD A C ABC A A A A A A I= C B A A A A A A I= AAeD ABC ABC A. A 4. A A A .A IXD.I &B.C.0 0. C A -A A A A -A A IM.O AsCo' ABC' AB.0 A A A A A A tADA BCD 00 9 A A A A A A 14DA NCO BL B A A A A A A - iE0.0 BCO BC A. A. 'A A A A - - IY..O_ BC AB A A A. A A A - - 1060 I Age I AB I A. A A. 'A.. A ANCHORS TYPE: LEGEND A J/8'R CARBON SIEEL KWK BOLT TL .EXPANSION PNGHOR. W/ 2 1/2':0A. ENBEONEHf= lC S' wa TMCK POURED CONCRETE We - 3000,F4 B J/8..1 1/4' POWERS CALK-IN.ANCHORS W/ 1 1/4' Min: EMBEDMEM* TO POURED CONCRETE (11c = DODO 0) h 3/wi-16 'MAClem SCREWS' C 1/4'0A3/4' All POINTS. SOLID -SET ANCHORS W/ 7/8' MK EMBEOMEMx TO POURED CONCRETE (1'0 - 3000 Pfl) @ 1/4'e-20, 18-AB STAINLESS SIM MACHINE SCREWS ' D 5/14'O RW/6Ul D" TAPCON. ANCHORS WI 2 1/4' MIA., EMBEDMENT* TO POURED CONCRETE (('C - 2899 pN) * EMSEDMONT IS BEYOND MY FLOOR / CEUNO -FIRM STORM BAR SPACING V (n) 2' 2.867` 3' 3.w 4 I 4;5' w SS' 6' 8.6wi D0.0' CD&B.CD xec.n ABCD &S.0 I)Ao AACP AAC ABC We X0 ABAD ABAD AB.CD A,94Xc BC 4,91C ARIC -Ag 40.0 BCD Af&OD. 46Oo A.00clo x8do AAC A.81c A A A 480' .ABCD A.R." ARCD -ABC kalc ABC' A :A A 60D AB CO D ABCO ABC BC A A A A .NA B D_Me.O BC A. 0. A A A.. A A. 060 AB&O AB,e. C AB A A A A A A 004 BC.O Apq AB.C' A A A A A A A . ABCD AB A' A A A "A. A - 70A I ABCD A.6.c A A A A A A. 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SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.H. & AND 7'-0' MAX. MULLION SPACING (FT) IIAK Dm t RNM (PBI.2 � STpp (A)' MAXIMUM MULLION SPAN (IT) VAX. Dm I BA910 (PAia Wp (N " MAXIMUM MULLION SPAN" 004W-XIW MULLION Ot 4keY1/4'MULUON ®4Yh1I4'THICK(JR' FLANGE) MUWON ©45Bk1/4'MUWCN 94aAI14'MULLION GP 4xrxtt4'it00t FLANGE)MULLION 016ENGIpN I ORIENTATION S GMENIATON. I CmD(!AADN 2 00DI[ATION 1 CMEMA110N /2 OM MAMN I OPoFMATON 2 O AMN 1 OR4JRAtp)11 (3 OWEMAlION /2 EN0 0(IWOR BID OOTRgR ENO o0ER1011 ENO INIEI90R E710 END 04ERNDR ENO )?)MINI ENO I"ITMOR ENO O 011 FNO POE20R FNO OBEIOtl] JOA T-0' 12'-Y 11'-4' IY-6' Y-6' 13'-6• 1]'-e' Y-Y I -Y 1'-b' 12'-b• 12'-6• T'-0' IY-Y 21-8• W-Y I'-e• 12•-e' 1'-0• W-e' 12'-0' IY-e• Ir_V 66A T-o• 12'-V @'-Y 12'-e• \Y-r Ir-5' 1r-6• 12'-e• 12'-r 12'-V 11'-r 1Y-b' '-0' 1 •-8' 2'-6' 12'-' 12'-r 1Y-e• 12'-6• 12'-r 121 • 12'-8' 1]•-b• ' IDO r-Y 12'-8' 12'-b• 12'-b' 1'-Y 12'-b' I3'-9' 12•-r IV-6' 10'-Y 12'-6' 1Y-r 7w Y-6' 1'-b• 2'-6' 12'-e• 19'-r 1]'-6• W-b• 12'-0• 12'-6' Ir-w IBA r-0' 12'-6• 12'-0• 1]•-6• 12'-1. 12'-8' 12'-Y 2'-' 12'-B• 12'-41 1]'-5• tY-r T'-ow W-5' 12'-6' 1r_r 1Y-8' N'4' IT-6- 12--r 1]'-B' 1Y-8• 80A T'-0• 12•-r n'-r IV_V 1Y-Y 12'-8' 1Y-w 12'-T IY-0• TO•-e' 12'-0• W-6' 7'-01 1'-8' 1'-r IT-e• 12-4. 12•-r 12'-b• 1Y-0• IT-6• 1 -4' 12'-6' BCD 1•-0• 12'-fi• W-J' 2'-8' 1Y-60 12'-6' 12'-3• 12'-e• 12'-B' 12'-5' 12'-6• 13'-8' >•-0• I - '-J• 12'-4' 12'-0' Y-e' 1'-3• 12'-8' 12'-b' 12'-Y 1Y-b' BOB r-0' 12'-e' 10'-H' 11-8' IS'-9' 12'-6' II.-Ii' 12'-6' 12'-e' I3'-8' 1]'-b' 11'-6' T'-Y 2'-8' f0'- 1' 12'-6' 12'-6' 12'-' 6 W-11' 12'-e• 12'-0' Ir-a. 12'-6' CAO T-0• 1Y-8' 10'-e' 12'-1' 12'-6' 12'-B' 11'-T 12'-e' tY-6' 1Y-0' 11'-5' 12'-e' -0' 12'-0' l0,_-8' 1 - S'-B' 11'-4' 11'-T t3'-6' t1'-Y 1Y�e' 1Y-6' 10'-5' 1T-8 2'-8' T-8• It'-Y 12'-r 12'-8' 12'-0' 12'-e' 1Y-e' r-0' 9'-6' IO'-9• \1'-6' 12'-6' 1Y-6' 11'J' 1Y-0' IY-6' fY-8' lY-6' '!6A )'-0' 12'-1 10'-1' 10'-1\ 1Y-e 'la'-8 11'-0' it'-11' 13'-e II'-e' IS'-e' 12'-e T'-0' jr-1- 10'-Y 10'-11 12'-e 12'-e 11'-0' 11'-11' tl'-0' IT-B• y-6• 60.0 r-1T' 11'-e' 0'-11' 10'-6' 12'-P f2'-Y 10'-10' tl'-6' 1T-8' 12'-0' 11'-11' t2'-e' )'-D' n'-B' e'-I P. 10'4' ta'-C 11'-8' ID'-10' 1P-5' 12'-8' 11'-1r 12'-e' BCO Y-0' 11'-0• 9'-9• IV-2- 1Y-1. \Y-Y 10'-r 11•-0• 12'-Y IT-T 11'4• 12'-r r-0' '-0• 9'-Y 10'-2' Ir-1' 6 1Y-' to'-' ) 11'-' 0 la'4' 1 '4• 1Y-6• ODA 1'-0' 10'-0• 9'-1• 9'-10' 11'-10' 12'-5' 1o•-6• lw- IY-e• 12'-2' tC'-ID• 12'-0• T'-0• tw-r Y-]• 9'-10' "'-IV f2'-' 0•-Y W-W 12'+Y Id-1Y IY-6' 0l.0 10'-1' 9'-S' 9'-8• 11'-r W-11' 10•-G' Iw_.. 1P-5' 11•-9• 10'-Y 12'-8' T'-0' 10•-2• r-5• B'-0' 11•-7' 11'-11' 10'-0' 10'4• IT-5• W-5•' 12'-8• I— T'-D' 9'-10• 9'-Y 9'-Y 11'-5' 11'-0' ID'-0' W-1• 1Y-Y W-5• 10'-1• 12'-0' T-e• 8•-10' •-Y 9'-J' 11'-' 5 it'-6' tOb' 10'-i' 1]'-0' 10'-1' tY-Y 105A Y-0' Y-e• 9'-T 8'-1' '-J' 11'-2' 9'-10' 9'-10' lY-B' 11'-t• 13'-e' T-0' B'-6' 9'-1• 0'-1' 11'-0 ft'-r 9'-101 8'-10' \3'-6' 9'-B' 1]'-6' IIOA T'-0' 0'-J' b'-11' 8'-10' I1'-1• 10'-10• 9'-01 9'-T' 12'-8• 101-9• 9'-5• 12'4' 7'-0' B'-J' B'-11' e'-1D' 11'-1' I0'-19' 0'-B' 9'-T 1Y-0' 9'-5' t3'-0' i16A T-0' 9'-0' 6'-W B'-0• IV-11- 10•-r Y-r B'-5' B'-5' 1 B'-I' 12•-r 9•-0• B'-I0' B'-' 10'-f i' 1D•_i• B•_1• B•_5• 12•_B• B•-i• \B•_9' 120A r-0• e•-9• e•-Y B'-Y W-9' W-30 0'-Y 9'-J' 12-a' 10•-2' 9'-10• 12'-0• IDA r-0• e'-21 Y-8• e'-8' -1C4' 10'-0' 9'-10' IY-6' 12C0 rb' e'-0' Y-0' 8'-Y lo'-T 10'-0' B'-1' 9'-1' IY-6. 0•-TI• 6-r 17-8' T'-0• B'-r 5'-0• '-Y 1o'.r IT-0• 9'-C 0'-1' 13'-B" e'-T' 12'-e' I= Y-0' A•-P r_5• 8'-0' 10'-6' B'-9• 'B'-a' 4'-b' tY-e' 0'-B• e'-S' q'-8' T'-0' B•4' B•-Y 8'-0' W-6• 9'-9' 9•-2• 6'-fA I]'-6' e•-Y lY-6' TAD T-Y W-2' e'4• r-r Iw-1• 9'-7' 9'-r Y-91 11'-6' 9'-8• e'-2• 12'4' T'-0• B'-2' a'4'. r-9• ID'4• 9'-r 0'-1. e'-9• 12'-8' _r-2• 1Y-w 140A 7'-0' e'-0' 9'-J' Y-0' Id-1• B'4' 0'-@ e'-T' fY-e' 0'4' 8'-Y IV Y-6'. 6'-a• 6'-J' r-0• W-]• 9'-4• 0'-0• 4'-7' 1Y-o' B'-0• it-e' 1180 r-0• 7'-f0' 0'-2' 7'-5" 9'-B' 9'-2' 8'-f0' e'-e' 13'-6' 9'-1' T-10' 12'-6' i'-0' Y-10' Y-2' >'-5' tY-\' 9'-a' 0'-10' B'-8' 17-6' Y-t 0' r!'-e• 1060 r-0' Y-8' 8'-1' 4' 9'-5' 9'-0' B'-9' e'4' 12'-e' -B'-ii' T-B' 13'-6' '_w -V 8'-f 7'-4' 1P-0' 9'-0' B'-9' a4' 2-6' ]b" 13'-6' 1860 T-0' T'-6' 6'-0' T-1' 0'-2' B'-10' 0'-8' 6'-]' t3'-S' 8'-9' )'-e• 13'-6' 1850 )'-0' T'b' 4'-1. 1'-Y 9'-Ir 8'-IY 8'-Y B•-J'lY-B' 14D0 Y-0' -1' T'-11' T'-0' It 4'-8' 4'->' B'-1' lY-' '-B' Y-5' 1 •-e 60A '-0' Y- -1 r-W 9'-9' m_8Y w-r r-1' ta'-a -5' IY-Y ULUON MULLION SPACING: "S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT AS.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E. cnlTt1"a"` Nautilus L E C 47,717 RoR]D9sA0N4rsyblem lxo a wawEwwa cox9urr EXPERT SHUTTER SERVICES INC. a tr_XOr�._,w .. 1624 SR. e11 SiRBE7 17-244 m..wv w RT Te wall Ar. 1/4/2018 Florida Building Code Online f7. � �rz�tr�4i't' _ I Sh`� BCIS Home' Log In User ReglstmUon Hot Topi¢ Submit Surcharge Stats 0 Fa«s Publications FBC Staff i BCIS Site Map Links Search ) d a ,��--, °'' Product Approval t 0 USER: Public User = 1 ' pr Product Approval Menu > Product or Application Search > Application Ust Search Criteria Code Version 2017 F Application Type Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Aoolications Refine Search 389 ALL ALL ALL ALL ALL ALL FL# Tyne Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved Hlstory Category: Shutters (941) 922-3854 Subcategory: Accordion *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda Is an AA/EED employer. Copyright 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 mall to NIs entity. Instead, contact the office by phone or by traditional mail. 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 smalls 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 45S, F.S., please dick here . Product Approval Accepts: ® Mti[k p Credit Card Safe https://Floridabuilding.org/pr/pr_app_Ist.aspx 1/1 11au3:1:1��[�11� I. BERTHA N.V. ACCORDION SNORER SYSTEM 9IOWN M TIds PRODUCT EVM.UAROM DOCMB, ((PED.J HAS SEEN YERIFlrO r00. WMPLLMCE m ACCORDANCE WTIN THE 2017 (60 EDIWN) OF ME FLORIDA BUILDING COOL THS ACCORDION SIRIVERI SYSTEM SMALL NOT Be INSTALLED AT HIGH REODOh NURRN:ANE TONES. DESIGN w LOADS EHNL BE DEIERMORED AS PER SECTION 1620 OF ME M MONITORED CODE FOR A BASIC WIND SPEED REOJWEO BY ME MRISOMMON WHERE SMIJIMR wu BE INSTALLED WITH A DIREMONW1Y FACTOR Kd=O.B% USING ASCE 7-ID AND ENALL NOT -BROEED ME MAXIMUM (AS.0) OESIWN PRESSURE RATING$ IN(kCAiFD 0 SHEETS 11 MRU 15. 19 A 20. IN ORDER TO VNUTY ME ABOVE CONDITION, MLTDAM DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SNAIL BE FIRST NEOMED TO DSO. DIDEM MND LOADS BY MULTIPLYING MGM BY 0.6 IN MOERTO COMPMC MESE W/ MAX. (RISER) DESRW PRESSURE RAMOS INDICATED ON SHEETS 11 TNM 15. 19 A 20. IN ORDER TO VERIFY MAY COMPONENTS AND ARMORS ON MS P.EO., AS TESTED, WERE NOT OVER STRESSED, A M i WCRFJSC IN NLOWABLE ANALYSIS HOWEVER. A WNO DURATION FACTOR C I.M WAS USED FOR YCVFCiYM OF FASTENERS IN WOW, STRESS FOR WIND TOMS Wtl$ M USED W TNBR BERTHA H.V, AOARDION SNUTTERH SYSIFN'S ADEWAL•Y FOR WIND AND LARGE MISSILE IMPACT LbM IRS BEEN VERMRM IN ACCORDANCE MM SECTION 1608.1.2 OF TITS PEN MENTIONED WOE A5 PER AM REPORTS: -HV BODE (D /0214.01-03, /0715.01-03. NI W4.01-05. 91214.01-OS• 1017.02-06, N060001-10 AND 10210.01-11 AS PER MS-201, 1AS-202 AND TAS-203 PRONMIIS AND ASTM E-fBB6 AND E-1996 STANDARDS (MISSILE LEVEL D. MID TONES 1. 2 A 3) A JIUMO1-10 AS PER CAS MI, 20 A 20 pROTBGOLS 1ARBE MISELL -W WR'WW SAGE ® N050.01-08 AS PER ASEM E-1886 AND E-1996 (MILE LEVEL D. WIND ZONES 1, 2 3) BASC PROTECTION ONLY AND N m2501-08 AS POI TAS 202 PROTOCOL, 2. W GLADE() MD W MNOOW BADE ® ARE ENGINEERED TO WORK IN "SON DARN FACTO OTHER UNDER ME GENERA. UMOADONS MO CORDIDONS OF USE WOCATEO ON SREET 19 3. BERHA ITV. ACCORDION PINS (W SCREWS). USED AT BADES "KI(LE AND FOR GREET MOUNT CONNECTION TO MACK9 SHNL BE 114.2.75' AND N14A1.75- RESPECTMLY, 410-K MINWVM SERIFS STMMLS6 STEEL SCREWS MM 13&0 WYIELD STRENGTH AND 'goLM TENSLE SIRENGM. PINS SCOW. BE COATED WITH BERMA W DACROMED COATING ENSNE, AS MMUFAOMREG BY COATING APPLICATORS. RECIS'TEREO WITH ANER4^AY SHUTTER SYSTEMS ASSOCIATION. PINS OUST BEAR ME HV UARNNG ON WEIR NERD. MPROhO 4. ALL ALUMNUM EXERUBORS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS WDICATFD ON SHEETS 2 AND 3. "MAIM MELD SR(ENGM FOR 60&t-T6 ALLOT IS 30.0 MG AND 3E.7 MR FOR 6005-TS ALLOY. 5. AL SCREWS TO BE STAH LEES STEEL SDA OR 316 ASS SERIES ON CORROSION RESISTANT WALED CARBON STEEL AS PER ON EW18 WTM SO Wi YIN. VELD ST�NGM AND 9v W MR. TFNS7E STRENGTH. .DAD SNAIL WARY W/ FIORD/. BALDING CODE SECTION 241133A. 6. SOLIS TO BE ASBI A-= GALVANIZED STEEL, OR NSI 304 OR 316 SEINES SIAMAESS STEEL WM 35 As MPIWUM MELD SMAGM. 7. SEE ME FOLLOMNG SHEETS FOR ANCROR SPECIFICATIONS: FP/ BADE (7 1 12.13.14.15 AND 20 W GAGE QQ A O AMONG IN UNISON: 12, 13 A 15 B. MIS BERTH N.V. ACCORDION SHUTTER STIENOU SEALS A U4L PATENT N8779.502 COMPONENTS OF THIS APPRMX ARE COVERED, IN "OLE OR IN PANT BY M.S PATENT N5459.179 ISSUED TO EASTERN MEAL SUPPLY, INC. 9.IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERIFY ME SOMMESS OF ME SIPUCW.RE MERE SOURER S TO BE ATTACHED TO NSME PROPER ANpgPoDE. CONTACTOR TO SAL/CAULK ALL SNORER COMPONENT EDGE$ WHICH PERM. MRU FASTFMNG IN CBNTR(UDUS CONTACT WIN, THE SUMWG To PREVENT MgO/RAN INT,,WON. 10. CAM UHT UVST BEM PERMANENT LABEL IN A VISIBLE RACE MOTH WMNIIO NOT- DIRWO FORMS OF HURRICANE WARNINGS ROME OWNER, TENANT. OR OMERS, NUS, PROPERLY CLOSE ALL W AND NB CENTCRUATES AND ENGADE OR LOCK ALL KV AND ND LOMS. II, SMUTTED MAJUFALMRERS LABEL ENNL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE MM SECTION 1709.9.3 OF IlMoN4 MI -ONO CODE. ONE LABEL SIALL.BE PLACED FOR EVERY DISTEND. LABELING TO COMPLY WITH SECTION 1709.9.2 OF ME FLORIDA BULGING CODE 12. GERINA N.Y. ACCORDION SHUTTER SYSTEMS INSTALLARON SNALL COMPLY WTM SPECS INDICATED IN MIS. DRAWING PLUS ANY MLOWG AND ZONING RECUAOONS PROVIDED BY ME JUPoSOONON WNME PERMIT IS APPLIED TO. 13. (a) MIS P.ED, PREPARED BY MIS McRBCR M GEMFTWC AND DOES NCI PRCNDE WFCRMABON FOR A SIC SPECIFIC PROJECT; La. WHERE RITE ME CONDITIONS DEPUTE FRGN ME PLED (D) COMPACTOR TO BE RESPONSIBLE FOR ME SELECWN, PM ASE AND INSTALLATION WCLUDIND ITFE SAFETY OF MS PRCMKT, BASED ON MIS PF.D., PROVIDED HE/SHE DOES JOT DEVIATE FROM THE CDNBRIONS DETAILED ON MR OOCUMEM. CONSTRUCTION SAFETY AT SINE IS ME CONIPACTORS RESPONSIBIUET, (C) ,MIS RED. WILL BE CONSIDERED ONMID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPMFD BY A FLORA REGISTERED ENGINEER OR ARCHTECT WHICH MLL BECOME IRE MCNEER OF RECORD (LOA) MR THE PCOIECT AND WHO WILL BE RE VI FOR THE PROPER USE OF ME PLO. EN'GTNEER CF RECORD. ACTING AS A OELECATED TNCITIOR TO ME P-LO. ENOINEER SWLL SUBMIT TO RMTII$$ LATTER ME SITE SPECIFIC DRAWINGS FOR MM. (e) ORM40a. P.E.D. SMALL BEM ME 64TE AND ORcM L SEAL AND SIC7AlUNE OF ME ENGINEER OF RECORD MAY PREPARED O. � SAL GENERAL NOTES SNEEF I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMpGNMYs 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY W-44 SHEET 4 TYPICAL WNDOW BADE $WINDOW DEFNL AREA 2• HV Ell ADE n AND HV WINDOW Ell ADF <-•+ (WHERE APPI I .A81 F1 TYPICAL SHUTTER ELEVATION A NOTES ON WOKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/SLOCK SHEET 8 INSTALLATION DETAILS G-M, CGNCRETE/BLOCK SHEET 7 CEMERMATE DETAILS H1• SHEET 8 CENTERMATE ALTERNATING DETAILS W SHEET 9 ENO CONNECTION DETAILS 1-6. CONCRETE/MOCK SHEET ID MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDOLE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE 4 MOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS WStALIATION DETAILS M-R. WOOD SHEET 15 INSTALLATION OETMLS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 A Y. WIND AREA 31 HV WINDOW BL ADF Q SKEET ITT ONLY TYPICAL SHUTTER ELEVATION AM 4; F9V WINDOW Ri AnF (1) ON SHEET 19 r INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 11'� )" „...., 7%✓ _ �:' �� 02017 IBRW, INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA VIM a I L E C O HMG. ASS A Accordion Shutter System i S Amertccn ShutteF 9IBm9 � FEU. BADE g1 W/ GR IN/O ITV. VAMO,Y 9A➢E ITALIC TESTING . N vLxanmvx wTT oRAxN eW EIS L b I�()� • i $ENGINEERING COMPANY ess3 xW. 3L1x n. T+. vm. A89001Otion. Inc. f OLD 15-OBIS 7/27/1, w2 07/27/17 AV A A d nrnw CAaOa. ne y, ,vla Pnme : (3osN71-1530 . ro.: (:054"-031 4268 Vlestrcads DANK : `fss/ON ER— - er. wa.weaa.cw„ 0-00I670 Vest Palm Beach, FL 33407 3 DRAWING No P.E.-S7FAtf51Ki0AiURF/OATF W&TUR A TRAIT .M1. PL RBRMA J<. / 44167 4 s 17-107 Y' U1 HV SOLID BLADE COVERED UNDER US PATENT 8 5458179 HV WINDOW BLADE!_,, OF USE OF BLARE ON SHEET 19 QUALIFIED FOR USE W/ HV BLADE 9" .6953-T6 ALLOY AA"D_TEwrli o�y 069' ° ( Oro L68G' I 17 HV 1 ING H AOER 0 FlEO FOR u5E IONW/ HV BLADE I ONLY. SEE SECTS FOR VALJD 6063-T6 ALLOY AND TEMPER 11N i lal Y IMA 1 -i]" 1( SIDE ANGLES CUALIFlED FOR USE W/ HV .4 1- WYEIRSAL FLOATER QUALIFIED FOR USE VI/ NV BLADEQ 6005-TS ALLOY ANO TEMPER Q� HV HEAD/ER/SILL QUALIFIED00-TG SALLOY AND TEMMPPE (1�ONL i 1 ALUMINUM ANGLES QUALIFIED FV$ USE W/ HV BLADE(Ij ONLY. 6063-T6 ALLOY AND TEMPER BA) WALK —OVER TRACK OUAUFIED FOR 11E W/ FW B ADE (L7 6063-06 pLLDY A TEMPER C09PONENf ♦ B 71 n 1/6- 11A- 19 OS' T" VA)LI O.180" I0.190' 9" 5' MAGI 0.139' I0.131" .I017 MILCO. ING D >1 �L T} ! TIWT TESTING a ENGINEERING COMPANY 51 W.1 M9CG fM 11. 1-1y1 p h3 Pnm,: l`ApB)h1p0. lee-fnanxn_,ea W41E¶ A m rta9m,. Lw. 3 OR USE W/ E ALLOY AND TEMPER 994' 842 1} • .no (9)HV TRENCH TRACK OUALRTED FOR USE VI/ HV BLADE m ONLY. TEMPER A.S.S.A. American Shutter Systems Assoclafion, Inc. 4268 Weslroads DGve Vlest Palm Beach, FL 33407 A @9 HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ♦LLD EA(TfI)0 TEMPER. EAS ERN METAL RIPPLY. INC. ..Gr.■"M f7YT61 Accordion Shutter System HV. RAM #i W/ Qi W/O HK WINDM BLADE AVIING No 17-10 HV CENTERMATE USE HV BI & 6063-76 ALLOY AND TEMPER 6' � A'a 7 ':L R.VI ,iteM LLLVAMMJ q ,y� LOCKER FOR "T" LOCK NTERMAT �" QUALIFIED FOR USE Y!/ NV BLADE i ONLY HV FEMALE i" LOCK EurcaueTc HV "T" LOCK 606J-ib ALLOY pN0 TEMPER QUAUFlEO FOR USE QUALIFIED FOR USE ALLOY HN BLADE 1�}ONLY QUALIFIED FOR T5E YI/ Nv BLADE i ONLT 6063-T6 ALLOY AND TEMPER fi063-T6 ALLOY AND TEMPE� W/HV B[ADECiJT ONLY. ,-217 gg 3 �a @hD CENTERMATE W/ NO ROD QUALIFIED FOR USE W/ I& W BLAOE V CZ 6063-T6ALLOY AND TEMPER ® LOCKING RODD QUALIFIED FOR USE W/ HV BLADE(j) 6063-T6 ALLOY AND TEMPER 6063-TB QUALIFIED FOR USE V// NV BIAOE I & 6063-TS ALLOY D TENPER :,rr I„ •P S 0-20 AISI 304 SERIES TH MBSCRENS QUALIFIED FOR USE VI/ W BLADECD It,TI)It:`e`^ * �-;•,� ILTL EECO TIWi TESTING & ENGINEERING COMPANY .'D_'�• \ E3!! P.w. Sam. v.. roA xAaA. us6am. noro. n PMme : (:AS)S)eT-IS. i. : (SW)6lt-U31 - m i<ceo.x.em nu 1'f•..'rlORl9�dd 0 r •ts�0/$AL E' FLMLA Lk. 0 MI6T V..-: 6 tomes[ WTA) BY EGRESS LOCK OUAUFIEO�[ f USE W/ NV BLADE (IJ , (R ONLY. ste' - Ie. 36T AFTER RNETIN BEFORE RivznnG 1 f4"0-20 RIVNIIT* (2WA-n ANDY) uRCE RANcc TKw 8w. n 4.V:WI{Nga or AM FM. NIN `oMEY WON . Eoo I (LE) HV ALTEINATIVE LOCK QUALIFIED FOy USE W/ NV DE 1 ONLY BLA. Im 0 fI na — 1TwIMblurV, LlLwOER OR KLY cnuwrn can• w p MU"aNPN CYLINDER oR KEY ,. T u;n LYIwOER HD LOCK 6Y REGENT HARMARE MORTISE LOe,S SEEM 23M HOOK DOLT LOCK. OUALIFIED FOR USE \V/ HV BLADED& A.SuS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 WzaBER METAL SUPPLY, INC. Accordion Shutter System HV. RAM Of W/ OR W/O HV. WINDOW RAM AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV t HV fO HW BLADE 1 ® HV BLADE IA ® W LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® W WHEEL CARRIAGE AISI 302-303 SERIES 0.870'R3/16' THICK NYLON WHEEL. 0.188'e AISI 302 SERIES S.S. RNETS © W 1 3/4" ACCORDION PIN W/ #8 HEAD ® W 2 3/4- ACCORDION PIN W/ B8 HEAD ® POLYCARBONATE IMPACT RESISTANT W WINDOW (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR HV (tA BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D BLADE WHEN CORRESPONDING TO INSTALLATION "It'. SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WEEEL CARRIAGE DETAIL` - RSEMBLY LAYOUT 1-1RIOR L� .C625' �5�—' 0E ,6825' r , �625 .0635' INOVATNE PLASTIC LEXAN 102 ;EE NOTE -F- ON SHEET 19). PoLYCARBONATE SOURCES FOR 4 mR:R.wmmn ]rr,r.�ar mxmw asAr r.o.,< e5re�: eYRRc Rmun ]meax: a]t„ wv nw R/.' Ssu yn• m,n6 nm smomn Am wv +..w au sxA ru .m o]ca nceax xvaRus AelII: ]•am6...: wms au xmo® vro �eammxel� ..m war a -a/+ n nern NY.r IO4T /SN wN] .)I f t..R R YM wrz a euRxem Arn my o-, an o-t Run xv R]iROX 'u,v A,nn o.A x vsA x >SdSffi uix av mw3 s.ev evwR m*cxx wm z]a ewr a.] egR w: _ • •: 3 OW17 m1EC0. Mc. IL E C O TNT. TIWT TESTING t ENGINEERING COMPANY ays nw. ]],. sti sH. ]� ]Fcv. 4xmos nam ]„ �. + pw)en-tss6 , roR : (xiSNn_1vt YW,"®A sUs hP.C. "M uc 1 RR161 ASSA • • • • American Shutter Systems •n Association, Ina 4268 Weslroads Drive West Palm Beach. 3407 02017 CkWM n k SUPrIX, wc. Bon Ate ,M Accordion Shutter System KV. RAX #1 W/ OR W/O H.V. IMPOON BU%DE '•• �I V �r� r Yx� O •''•. •' ct, .� . x o[scumox ssrt oRAew ar: 6c 1 ao ,s-css /21/t w,2: ... •- . S/aNA�R -• P.E. SEAL/SIGNATURE/DATE a AWING No 17-1 07 eurrr s SEE. GTA GETA IS T R HDGI O• U L�Y O• O• ©� F!• P O U• O O ©• O. O- Or O. O• O• A• O• O. 0• p• m• 10•�� li�. �3'u�.�a TYPICAL (11) HV BLADE SHUTTER ELEVATION N.T:S. OF CORNER CENtERMATE •NOTE"N HV LOCKS AND C�ExNTERMA S 1, MMIOATORY CONDITION At- ONE HV LOCK I& q 9 SHALL BE USED AT 1/2 OF SHUTTER SPAN K I/2: LONG FIAT HEAD S.S. M.S. LOCATION ( PURPOSES, UP TO TWO HV OF LOCKS TO CENIERMATES SHUTTER ELEVATION. N rc"runAP L. LO KING HOGS 0j OR AN ALTEANAT'E DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), �� 4. ONE NV LOCK SHALL BE USED AT CORNER f[I{1ERMATES-TtT.11 llm AND XMS ALeTIONS. AT UISIOE OR INSIDE LOCK, ATTACHED TO QQ33 CORNER CENTERMAIE W/(2)'1/4 0-20.A 1/2• LONG FLAT HEAD SS. MS, TWO LOCKING ADDS Z$ AT TOP & 00TiOM SHALL BE USED. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. nNv". ALIL.IL LUCK qj MAY BE USED AS ANINSIDE OR OUISIOE LOCK. ATTACHMENT OF 1/4'0-20x3/4' S.S. THUMBSCREW TO (a' OR Q CENTERNATES SHALL BE MADE W/ 1/4•0-2W/4• ALUM, RTVNUT AS SHOVIN ON SECDON. HVE, .SHEET B. ONE LOCK SHALL BE USED At 1/2 OF SHATTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6, MANDATORY CONDITION 03 FOR KEYSTONE MOUNTING (MAIAllon. ONE HV LOCK @ a. 23 Or 6 SHALL BE USED At 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ P[ 6 or 0 MAY BE USED AS M INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERNATES W/ (2) 1/4•-20 x 1/2• LONG FLAT HEM S.S. I&S, LOCATION OF LOCK. SHALL BE AS INDICATED ON TYPICAL SHUTTER EYEVATTEN. USE OF LOCKING RODS 0 W/ 'St OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. '*NOTES ON HV "T" LOCKS AND CENTERMATEC• AM MPIfIMUM ABODE AND BELOW MIPSPAN,� USEOFTWO LOCKING RODS OD TOP AND BOTTOM 19 MANDATORY. OR 12' 't+LOTE5 ON HD LOCKS & CENTERMATES• rr�� 1, HO q( MO TnMrt AM(31 R II W/ (SA "E ALTERNATE HIT LOCK(p "Yet USED IN LEW OF HV LOCKS OR( FOR PNf SPAN AND IN`TAUAAGNS AT �ANY CLEVARON. ALTERNATE NO LOCK (a MAY BE UmAS AN INSIDE OR OUISI'LOCK. ATTACHMENT OF HO LOCK Y3s: Td @IS W/ 3 p6 x 3/8' F.N. S.S.MS, AND INCWOES ADNFORCEMD[T INSERT AS SHOWN ON SECTIONS H08-HVB AND HOC -NYC, SHEET ID. LOCK YAY BE INSTALLED AT MIDSPAN CR 12• MAXIMUM BELOW OR ABOVE MXIPML. USE OF LOCKNG RODS �-1 a COMPLETELY OPTIONA(. ' IV \Y: , `ZE� .~/ 2. T• V `•.. _ ' •• li- rll� a 'STp<r Al t 02Di>.tFJELD. C. �L TILLN TESTING &ENGINEERING COMPANY Olf. rxw, Mlk fl. &•. N, vsc.'ro. cwoars, nary AI PM1Me G (305}01-18]D,.1. : (M)W>i-Iv1 u �,r� PmL WAMw iiOADA ° 1"4t67 A.S S A ■ ■ ■ American Shutter Systems ASBOC1Dt)Dn1 1TTC. 4268 Westroods Drive West Polm Beach, FC 33407 02917 E4.S METAL SUPPLY, INC. — BER TM Accordion Shutter System NV. BLADE #1 W/ OR W/0 NV. WINDOW BLADE EV. x MINI on[ M. OC Le I OLD 10-085 7/271 Dun 07/27/17 '• rs / 9y� tlt ` S0NAL IN "'' P.E. SEAI:JSIG1VA(URE/DATE a a DRAWING No 17-107 ' SR:ET R nE OO 6 i(R�j r-CRNCREIE OwCHORS POURED p so (SEE SCHEDIu ON 91ErI 13) INFp REIMAREO tt CCNCfIaE ON 1J 10 L�ISIWC (4441CUhTaN pi sxRT {5fi M-EMM SHECT 13) Qlj I s -- f 2 wh,�y ^ 1- '; f Mile` I/rm-2m3/�• 5S. E6 E MACH42 SCSCWS 1/2 d MN'G 1/4•-20 NUTS 1/2, ,'' I . `t. 0 12' G.C. " R50' MP, - ( 3 ON 15 j I :--:- L)' � � 350' Meg. OMIDtJ1 f ) 'I i u11 tiY: AtYH N 11EM am �� 1 OR E aim! I t Gl/55-i I. a aiEwuSEPARATIION TO GV5I `(SEE SWEWtL ON SHEET 1) se v V D LLA LV WALL HEADER INSTALLATION + KEYSTONE als"tw a.ts roa C$I I I -(I OR ` yppu a! 9q1 e aM arEfm2w �, Mw. 3PAWtNam TO GL155 `(SEE SCNEWE ON SHEEP IN stu 10 an BNE.BP M, ,t} QR, C]GS11NG ' ; LLtSi� ,OC BY --WALL HEADER INSTALLATION f i J-7 (I OPIONQWr I."3 ya F LEEo ulnaF PHUP5 TRH5S HUD t/KPMWPSL'ONCREm PNCHG4S �.,w�-.,EO [0 MMDUNE SCREWS USNG lro�1/USS HFp9 MPCMINE StREtY2(1� (v18J t•,/[•-2O. NERS 0 12' O.G. W( S HEAD NNS O tY 0.C. CRER E SCHEWt£ pN SHEn ,3) S M;, PWREO COC,E ON CONCRETE BLOCK �' OR CONCRETE Sm: W REWIREp '—'--'r ,CNCRETE NKNORi RE9UwE0 � G HV WALL SILL INSTALLATION (SEE SCHmuLE ON ,/F ' NSTALLATION RED MORETE SMEa 14) V NV WALL SILL I OR CONCRETE OLOCK WN MEWWE➢ y EU HV WALL SILL INSTALLATION ..�Narr Tea OF .ter 'I -SEE EHEff 4 FORT CN-SHIRTER INSTALLATION DETAILS W/ ASSEMBLY • C. O... EDO4 OSfM'CE • SEF lW ATANs OF VSE FOR IN ANY WAY TSLtaSECTIONS CJN BE CDMBMEp (SEE EP£GFIGPNJNS ON'SMEfl IS) FF Pr^ ^^ OUOE W SNEEf IO C1) HV BLADE PI ANY MAT TO SNi ANY INS(ALLA WIR P j FLORIDA,BUI(DING CODE( Non Htqh Veiaeit Hurricone Zone ,x1' ENS :�`9 CM17 XT&CO, INe �20,1 EASTERN MET& SUPPLY, INa •' RT IN a 4 ; �L�IEC O A■s■.�l..A. Accordion Shutter System NY. RARE g1 W/ OR W/O KV. WNDON BADE American Shutter Systems n. x OEscelmW ' Q p TILLIT TESTING a ENGINEERING COMPANY Dom ORnx+< er: La. .... I'+' • E4�1,` *3+5 H.., ". B. R.. 30E 11M. ON see NoNNN 3016 Association,. Inc, I OLD is -Gas ) 1 Ohm 07/27/17 tmexo :. p3f7923-,330 . Fm : (303)971-(a+ 4268 tYastroads Drive 2 pRAYANG No Sj - Ot ul.. eaa.w ANAL t: m-U'a6". West Palm Beech, FL 33407 3 17 %-t 07 "'" "'^^ pP✓..'•FIT '. tt= A PLLa fie. R.D. R P.E. 5FALJSISNATURE/DATE naPet. 4k IKRIE7 s SHE B OF 2O M:CRETE AONORS GON^PoFE°PoiC (SEE =NEc E ON sNOET 13) IgCUIRm Mw EnSRNG a/S5= SS ,� 1500<L�94II 1 0 \ wmm:® \CG HV CEILING INSTALLATION MI'm OIA55 I /F. PTIOtU1 POC cotxl Amos V Ca:ICP2TE NKMb (SEE SCMEp1AE ON I I A!/ . FOR TFNM SHJTTCR L w Ip ' �'1R•J/a' kIX WA4He`RHDiD 1 .� 1 i Jf8 4m. - REw4 Ct 1T' R.F �; 1 )/tl ONCRET CONCRETE CONTEO (SEE SCHEDULE ON SHEEP IJ) ✓�!'• 1 �- m EO " T I= 0r ,•/ �, D, 0 SA r ' PIINCE -� Cat REfE G. m MT NEAD CONCAVE AN[HCRS D.• D.• (SEE 50gm ON SHEET 14) Q HV FLOOR INSTALLATION t HV WALK —OVER INSTALIATIO CONCAVE ASF (SEE SCHEOME MEET 15) 1/4Yf MniiO 9 - fff A, / re i POURED ME MT xVD CONCRETE ANCHORS .OLED (SEE XNC)tIj ON SNER fq 11 TRENCH INSTALLATION VAUD OK1Y FOR UP TO ♦70, -75 PSF A O. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE /J. SHEET I t vex. � ; _ - vsNAe A Elver rKruw ivi m /,00/r NEx •:a • DrPJ P-0`.,L2 /.CN Om n rm wrro } e ,n- E WA91Eq MENI TIX S:REAS / Mt. rWNa - �MAE. 01T-OC }�1 8 "- .. _ _ ' 1/4- I . . ,,� '. /% 1n•._>a�i.• R O S' O. G I J ac. MI 0.0 T n I 17 ©� • I. • T.oO E.G. AAw b� Dama Sw TRW (occoaarh ...v- , ORRCONCAVE ..J E•-CONGAEIE ANCNaflS (M SCHEDN{E ON SEE NOR I}(b) 1�",. RN $HER 1 O s' 0.4 SEE NDEE ,J(b) .• -(" REWIRED OGK SHEEr 14) fVURER CgNCAE1C OR CONCAVE BLACK ON s ER 1 • ' K WAI I EL99RS Al 0 RtcNr+m © HV WALL WA K—OV R INSTAL, aTION ©KEYSTONE A10UNTING INSTA e770N NNeuu, as.o. cEso, °RE6wm ON ...-I W uuvuN sNTlw mu1 a-b• t t E VwN�Di PE�OpBEO D.. mcE OSTAKE E $PEarK'Algt6 ON SN'ILT 1}) RE�NOY� D.OJ.CDAN OPpUeLE EVT A ENTRANCE DUDE ©ON 91FO'£f FOfl Ir INSTALLATION DETAILS W/ HV BLADE A. Tp,RORNA BUILDING CODE Non High Yoloc(ty Hurricane Zone ,`' 4r.. .•••• CM17 MAEM. wC ®T01] EASiEAN NEEAL SUPPLY, WO. V1GENS, •. ✓9 o. A.S.S.A■ DENT A n.I Accordion Shutter System -e' /T� KV. RIME ff1 W/. OR W/0 KV. WNDOW MADE " �O '• J' �Q �' TILLIT TESTING A ENGINEERING COMPANY American $hYNeE Systems ocsu�anoN D.R n+, MOT 7t E.c �f'• ORIDN. ;/C�_f,` �,,.. uw.sL rN. •m, .,Rw.. wNMs. IwRQl .vie Assocletfon, Inc. 1 rno is-cas 7/])/i MAC. OTn/17 _ "-�—` P.a» : (w Q)sn-mJe . m.: (J,is)e71-wf 4268 Westroods Drive ] DRAVANG No ¢S�ONAL ''1 �°C DOW71a a West Palm Beaeh, FL 33407 ° "06"° 17-107 �•• g0•UMr TJ11E4 A iW11 Jc P.E. < DC CCA1 /Cll` UTIIDCMATC Ft N Dc 1 <41C7 t -.. OUT ( IN U1NCN5NS IfO •e TIFeOV CONCFE I 1/]• d®.® nm/BOfiOu&) Ai oral INOtL /1004" O.G PALL lfNWn. SEc xalE3 aV Lalm/c INSTALLATIONS W/ 1 HV A•NµnNµEN pLK®wva s. *k a/OE SULK OIIM M R V&D MR .1LL BLADE W HV CENTERMATES LD/]ERVAIE KU RONN IUDEO x i0.®d O ©„ DETAFE 5END WA 1 m�/�rrTION �EKlsrlNc OLA55 ILS ON SHEETS 10 6 19� .©w� ]I -- — — -- — — —— — — ------ I „.————————————————— — ——- TS ME ©w®d©•07 d®HVA w,o •®w L w ® OUT ®' �! HVB HVC --oamNO OL/ss r PoUR ,CRE(E OR 'o•�a�•®w SINK Nrti 6 •®w�•Ow0•®dI clAs �' 8 8 d 9 • ( $ 1'LEK5111J - -------- — S M IN C� __w � � • ®°"6•7•®d um. s]P,wnoN GO _�_®w®� I-- J cKass ��-b�Jk CENTERMATES ®•®w�•®dOe •®"' 5 W/ Hy LOCK 1n6k 1 eP�roy (INIERIGR) (sc[scncomt 8 8 w $ . I • $ ON MEET 11) TO 4T/SS (SEE !oCHEHIxT IN ON SN1EEf 11) 11) 1_ (NmbOPTIOOL (INIFitIOR) OUT _—••—__ __. _��1..•—_ —_—___�__--- LOONCR _ __ _ - _�___ ---� • k ' 1 1 ANCHORS 0 21 ®a k 18, O.C. 3 VARIES o� x �//may d C> v `-i"l 1 w® OUT 6 In- VAC. S K oUT (E1nER10R)�C11 HVE HVF** HVD 1 /] /,„,, ,y I a ••••CEN •"••. 6 FLORIDA BUILDING CODE Non High Velocity Hurricone Zone ✓ J SF .. C]m9 n1ECO, M. aBY rASiERN UUT SUPPLY. N, ;• E A S S A ■ ■ ■ ■ BERT A VTM Accordion Shutter System ? y } * • American Shutter Systems HV.. MADE S, W/ ER W/O HV. WNDO.V BADE - .o''•.. ;' bQ A� TILUT TESTING @ ENGINEERING COMPANY u]s NN. x4. i4 su. Jam, NSNL.NNmEM. ndw ul Aasocla4on, Inc. c. . x I srsrnmax otc I6-M mtt 7/27/1 alum/ Rr: Le. am oT/zT/IT •• s/ONA`,�a6� p1`t •,♦ PMm ; (Se8FT1-IS]0. Po. (dO4je71-191 �I" , ^ 4268 1Ye5troeds Drive West Polm Beoch. FL 33407 ] s DRAINING No !I•• /)/ll •• P.E. SEAL/SIGNATURE/DATE Nl. .M A=J1. PS " M I . / 44I6) l a 1/-107 SHEET 8 OF 20 ALIERNATE INSTALLATIONW "" LOC 0 V MALE/FEMALE "T" LOCKS 'CENTERMATES 8 t & LOCKERS W/ (1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 a IR OOUT 1 IN �''� [uos msua ma xs, arsuim w a¢r a w 6 . ] v 8 ID . eaurm w a6 SrQ[i. un N; usm rm rn Y � 1 .�aA9i.6�.fi''A.A'9v var nov onu ma W ms n * s[E morz a rca w1 [oa® , T tOa( Ot! Sr iir S tsra2swu xwnvv (2vrr-n.Kw.T uvee [uvcc nev smT "nsnr. v.m E mro. .a vavmv�uao er rvoe oarwr anon, v.[aswvn, rm roan mos. w [aw. INSTALLATION M HV BLeD W/ HD CENTERMATES 01 . a . M (U very SYMMETRICAL - CE —HVQT SYLL�P_LOCK (INTERIOR) za wm w [avc asm • ro® imm w aan s w:usa wrw auc(9 ma rmo-Kn a .xa m+ u[ csvrtw.m unr rom .m euu0 •? ' GEN ✓ u sF..9_ o q =17 ra 2C0. WC. L E TILLIT TESTING & ENGINEERING COMPANY uv xa >ar s'- Sw ]sa vGpu ure04 DaM ar [ 0 S nn'wM u� i l. S S A American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Beach. FL 33407 0201] N FASIEFt[WaxL SUPPLY. WC. B T A N Accordion Shutter System stemCeA Kv DiADE p1 w/ aR w/D Kv. vnemW EL Q�s, �� f•Q ,$ •.. on A : 4/ P , x ascmma[ Mrt owns Ee ie. 1 a.D lb- 7/27/1 M2 07/27/17 ....... /ANALEOGa11` �•., `[r[r P.E. SEAL/SIGNATURE/DATE ] DRAWNG No 17-107 s • 5 1 SHEET 1 �CONCRETE ANCHOR" � a 16-DL. 1 Eat ro (L1K9M AT i. d_ OTN SIDE Or9J I f3- Yw. /1(h/2- Fes. Q 16' O.C. OR —PWRW C0.:CRETE OR CORCRM CLOCK WAIL REWIRED E1051wa YN, mluuTKN � O aA4 (50 11 FOAL ON QA I I6'. n )SI 19F RW (6065- . W SKET 19 Edt N eA9ESmkQ PUS r /10.1/2' S.N.S.-/ I a 16' O.C. 11 V SEE OETNL K 11 ME CONNECTION TO TRACNS /--ExLRNNG G1A5S L wl 3PA¢IT.QI ro QAs (s2E ,1W SKLT I-� CONCRETE � 9A9i5 @kQ+� ANCHOR O 16-� O.C. 1/2 wv. 2- Nw. A I 5 I OR & POURED CONCRETE OR OONCR�BLOCK WF11 RLDDWED j�©'Q ��u®a©•I •©.I ®•®�© END CONNECTION DETAIL 5 r OR CONCRETE R / OR CONCRt E -�A './ RED CONCRIM CONCRETE BLOCK YlALL RECARW . BLOCK WALL REWIRED f J " BLOCK WARM. E 011ll ` ri%1917NG LIA55 .L 1) r exrsnxG Goss r IN T �� — J� - i' z Nw. a-D G An To cuss eac M. ..,, r r i r• It FOR(D YN EEPARAMI at a (s:E r wt savRAm ON SE l 19 -- SQEaxE a+ 94£r I TO aAs ($ G)k0 i - `alO60k® atAx 19IT 1 I I ♦USE 1. OR I I _—_—_ (b APPUCA9Le)411/B•.O - --_—_� _—_---- ALUNwvN cup ANGIE <' (6063-T6 Auar) AT WI)HOGNT ' \ I2)1/C.ITAPGDN55pryalpR6k{D SEE DEItW S0C CONTO�YPC�CDC N AT i' OD, (LOCATE AT } OR I ERNEA ME OrQ) ) OR I OR .6 1.8 I.®. w©•lJ•®s SEE OEOIL K PO �•®a©.�©-®� WE COOMN NR 10•�•0 OP B 10 ©.Oj .©w©.Oj .®s ®•®a©•�eO ®Q 6.Oj •©w©.Oj •®w " END INECTION DETAIL 20 CONNECTION DETAIL 3 END O CONNECTION DET I Q NLOC)( OR a PE-- WLx FOR SPANS GREATER THAN 12'-O' WNCREIE BlOIX WNj REWIRED ' �� > `------ �.. I©OR®OR@OR . ,t/2'Nw. soaAC aN i ___ OR • ME ULIRA110`S OF as, FOR BLOIE ®ON sitm IS @CR®OR(qOR@GR(g VIEW Y PLAN DETAIL 7( :Lf / C 0 DETAIL© FLORIDA BUILDING CODE Non High Velocity Hurric a1+1 •.�� •-•••••••• — /••vCENSF�..9 ; 02011 MIT ®]O1] FAsiERV YEi/L SUPPLY. II THA Accordion Shutter SA t :IL CE O ,�,, x.v. IlN1E gt w/ aR w/o ttv. vnraor 1�3i• •^ec1� -a,Q• TILLT TESTING §ENGINEERING COMPANY Amer)ean Shutter Systems A990CtattOnr a' ¢/ mwwr -am /P1/7 1 tT,` T,auvInc. 1.WIT '• S�ONAL : (343C)BTI-1330. , r..: (39s)s31-1531 T ce a vs m 4268 Westroads Drive West Palm Beach, FL 33407 2 a DRAM?-• EN6p1j1 • /////rrrrl P41Q1 A iW! h. P4 A 17 P.E. SEPLLSIGNATURE/DATE Ra5a4 t / a.lex 3 11— MAXILNM SHUTTER SPAN 'L+' OR -L--' (It.). FOR INSTALLATIONS W/ GEM MATES Q & ® or or W/ ONE V. LOCK ® or ® or or NO LOCK ® IW/ NO LOCKING RODS or CLMERMA� 28� 29 W/ ONE HD . LOCK 30 W/TWO LO f�NG RODS 35 TOP & BOTTOM tNrr H, w. 06 JI 14�Gr my ) COIL Bl l I.Cod wwMa Ions WHL MdJMMG ROOR/CpUNG NOUNRNC LI M L-(y 11 (>) 1-90 30 OR LES 16'-o' 16•-0" 16' -W 16-0' 35 Is'-2' 18'-0' 40 N'-10' t3'-10' 14'-2• 115'-2- 45 IN-1' 1 1F-1' IS-4' 1 14'-3" 50 12'-8' I]'-7' 55 11'-t D' tl'-l0' IV-1- 1l2'-11' 60 11'-4- ll'-i 1V-7• 1 12'-4- 65 lo'-10' 10'-10" it' -I- 11'-11" 70 lo'-6' 10'-6' 10•-9" 11•-5' 75 80 9•-1 ' 9•-T e'-9• *8--r9--2- 100105 6'-7' r-11' 110 B'-4- 7'-7- 1152,5 B'-2' r-S' 120 B'-0' IF I,'- 8'-2' W-9' 125 T-'0' e'-0' 8'-51 130 7'-8' 6'-5' 7'-10' W-1- 135 140 7'-5- 1 5'-Il- 7'-r 7'-6" 145 7'-3' S•-e" r-F r-3' 150 T-2' S'-7" 7-4- r-0- 155 7'-0' S'-5' 7•-2' 6'-9- ISO 6'-111 5'-7 7'-l' 6'-7 165 6•-10' 1 F-1- 7'-0- V-4" I70 60-9- 4'-tl' 6•-11" W-2- 175 6'-r 4'-9- 1'-9' 6'-0- 180 8'-6' t'-8' 6'-8' S•-10- 185 6'-5' 4'-6' 6'-7- 5'-W TBO 4'-5' 6'-6- 5'-6" 195 6'-]' 4'-3- 61-5' 6'-5" 200 E-2 4'-2- 6'-4- 5•-3- 205 T w r a•-1' 6 w F-1- MAXIMUM SHUTTER SPANS'L+' OR - - (it) FOR INSTALLATION$ VIJ ONE W LOCK or ®or W/ NO LOCKING RODS (SEE NOTES T, Yt) CONOME A 119DB Nu'M' IN �YNIG WNL MOVNTNH^ 4MJ x � . ROOR/®I11W K4`ITING Oaf MAXIMUM SHUTTER SPAN* 'L+' R -L - (It.) INSTALLATIONS W & ONE HV LOCKS �W/ OR W/ NO LOCKING RODS (YMJD FOR MOMMUGQ SHEET 7) VUYw CONCRETC wia 9(Srtn INSTN1ATONS .w ROMJSWNo UsseoVii 4®X OR MOUNTM 4 N JO 16'-0' 35 15'-2- 16'-10' 40 14'-2• 1F-r 45 1S-4' 14'-S' SO @'-r 13•-r 55 1V-1' II'_11' 60 10'-r 10-11- 65 7_5' 10'-1- 70 B'-9' 9-4' 75 W-9• CRETE s,W000ANSORYWALL rAB. C. DE M. N, 0, P, 0,MOUNTING K & L R, S, & V. FLOOR/GEAING MOUNTING C. H, & !d O VACUUM SNUITER SPAN 'Li OR 1 ' FOR INSiAUATI0N5 IMO WOOD SHALL BE 1..L 0 TO 105 Pat AS.D. DESIGN PRESSURE RATINO. t HY CORNER CENTERMATE n MAY BE USED AT ALL MCUNDNO INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MµWTORr CONOT, y2 NOTE 15. SHEE! 5. tt EXCEPT THAT MAXI SHUTTER SPµ'Li OR i= MID MAXIIAUM ASA. DESWC PRESSURE RM1NC M INSTMLARoms MFG CONCRETE OR CONCRETE BLOCK. SHAl BE LATE) AS Mum,,S: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 V.1.1. AND 8'-0" SPAN, SEE MOUNTING@)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1- O HV BLADE FLORDA BI 01017 TITECO, LNc. l=o , A.S.S.A. TBUT TESTING & ENGINEERING COMPANY American Shutter Systems .1 N.. 36P, s•- s. 3 RParPS F R "IV Association, Inc. Th.: (305)"1-I530 , Fob : (305)81h1r31 4268 Vlestroads Drive e-...I ONVO.,o W-eWe>19 Vest Palm Beach, FL 33407 Ml'NA A TFUT 4, P.E. FUOMA U, 1 441V (1) L.: TAMONUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE RATING. L-: NA ALLO'NAME SPµ FOR A GNEN NEGAINE A.S.D. DESCN PRESSURE RAiWC. (2) PROCEDURE TO DEIERMINE MAXOMUM SPAN FOR WALL MOUNRNGS (TOP/801TCM) DR FLOOR/CST NG GNE14 A POSMVE ASO. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN %* FROM SCHEDULE GIVEN A NEGAINE A.S.& DESIGN PRESSURE RATING. DETERMINE MMamum SPµ 'L ' FROu SCHEOVL£. FINAL MAXIMUM ALLOWABLE SPAN 49 EOUN. TO THE MINIMUM OVER1ONED SPAN BENICEN 'L.' 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