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OF TRAPPED ANGLE © 4z6 MULLION aamuuWxuYAttm a®f.raKuorluusuor ewe a•� ECYE:x..r OE BUIQDUTTUSE masnAwWxwAAum aruE: ve•r G1 4xB MULLION wl fauuwxws ewE>m.r COMPONENTS m AW �1f'fww°"'wwffff-1T, t!t a0.5BnS9a1BiN pETA1L•A �.:A. Bn 3 rwmxeAOTaarEo�fwauaar a..n" nx laxw!n!BrwaAnemB a.. °�>5 a. ''-y 4fr k OPTION 41 nroxWmwl OPTION82miwAwEB1 emrtsruusasim maw 1 cwreuAwmeesAwe oeiM:c tl 1 tt Rpfo. Y FV.1 1'F1TW1M'LLC %=fB1A ImiBmmaw.np. ••»�%, �y ww.A � i1.190BIm�waaeanaxwp 1 'STARTER SLAT aoarnAuueauYmoY Ewet4•r 'OB BASE SLAT MAL'a em.nAufwmYKim - EwE:Im.Y car E7 BUIL"UTTUBE 6%3n KYAYNYNKIm awe: tm.r ACETAL BUSHING ..A 9A NBEWOVIIEMn M'DEp tl [fNY1Y:tAYtlra fEfwaE�mwamu iwsEEaTre W O BUIL"UTTUBE _x ewosriuowur�saAsaeof+ ab}nKYWNIMPlIm �9ltltfi•®AP!L'I:CE41n• 8CLLfi t4•t• S .ur J E3 BUILD-0UTTUBE MLm KUMM1Y ALLOY 9GIP:1?•p QH 1/4'BKworrwiBUILOEXTEICSCREw 'CM6O119iEEl sKzf?.r (� 5H8'GRw1BUILDE%TAPGONXLANCHCR rHfeox arEu. sGtF.t?•t" l QJ WO HILTI, INC KMKBOLT3 ANCHOR YNI¢PYBrFFl awE1m•Y 0 imf m.Rw wC n RETAINING SYSTEM: SGRew 4 BUSHING scYe m.r. fVY J' OK STORM BAR �I�10AW WNW KLYY GYia'.14.P Naudlus I Emwm fx RowgshtN Symm mp4/n 17-244 YE..ats. SIDElEND CAP HOUSING (BACK &TOP) .040 THICK HOUSING (FRONT 8 BOTTOM) .040 THICK SIDE RAIL (MAIN SECTI SIDE RAIL (COVER SEC ALUMINUM STARTERS ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR HOUSING (BACK & TOP). FASTENER: SIDE RAIL (MAIN SECTION) FASTENF HOUSING (FRONT & BOTTOM) FASTI END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR - PLASTIC OR ZAMAC CASING UNIVERSAL. WITH DRIVE .SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH.BEARING 17-244 51¢R ] prt S5 :D. END) TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS •, m* 'NOTE; -SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.i.e PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: W OAST 1: SHUTTER HEIGHT EOUAL OR LESS THAN 11'-0' APPUCABIE TTINSTALIATONS W/O TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2& 3 FOR COMPONENTS NOMENCLATURE. N:T.S. P END) STORM BARS. W/ STORM BARS OR W/ STORM BARS & MULLIONS w/ HEIGHTS UP TO 1 V-O'.. (aJ CURLUN SHALL START W/ dt SLITS AT TOP. FOLLOWED BY dv. /3...-. THEREAFTER,AL THE WAY DOWN. MCn-SLAT d SHMU. CONSIST OF MIN. FIVE (5): SVGS OF TNT SLIT NUMBER. PROCEDURE FOR ADDING SIAn DOWNWARD ELOW d1 SIAT SHALL BE CONTINUED UNTIL TOTAL SHUTIEA HEIGHT IS COMPLETED. DUNYTRY OF NN& SIAT NUMBER INSTALLED BEFORE BOTTOM SLAT®MAY VARY WITH SHUTTER'S HEIGM. ,..G•'p `•fie^ A• ..... (D) BOTTON SUi®NUST BE ALWAYS 1NSTALLEO. . ;�`. ZW CASE 2: snUfiEfl HDGM LARGER TiWJ1 11'-0' APPUCABlF 1D INSQL1ATfONS W/0 STORM : At -�f � c . FLORIDA BUILDING CODE (Non Nigh Ytloc+ry Hwncane 9cne) BMB AND W/ OR W/0 MULLIONS W/ NEIGHS IMXAN CER i11'b'. i No.<• 0201, TLIEC9 i.e. Nautilus��� LG Si (a) CURTNN SH START W/ 11 AT TOP, FOLLOWED BY dz 15...... THEREAFTER. A1L THE WAY GOWN. EACH SIAT d SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLIT NUMBER. PROCEDURE MR.A)DING SLITS DOWNWIRO BELOW 11 SLAT SMALL BE * �' * * RWHng�utttirSyslgm m/xN/1T IS INST�D. AFTER A Fn' nnomoNAL.d+o MOTU y� �[.y TiwT�T T o : w�xWa co EXPERTSHUTTERUTTER SERVICES INC. EILUSED TOUT BUTS COMPIETE THE TOTAL SXIUTTER HEIGHT �, \�111YYQ�- of m ^ ; T� 4 (B) BOTTOM SUTQU MUST BE ALWAM INSGLLED. eC %.�S/OLHNAT�1:'�..AIt DT-tCO8T19 FORT _ _ . M fy-ppFe. qs e_11.. ._ Wx. MUDLON SPMINC L_ ISEE SGIMUil —J ON SHEDS 24. 25& W) �W-1/10 OR W-2/11 OR Or © Of W-3/12 OR W-4/13 80X //�" G,• END CAP 111. I II I I I SATs }2 suTs n I 1 I I I SLATS SU15 iJ ELAm ! I I I SAtS ITT 8 i SUITS � I II II ip A i 92 r1 EATS QYP) i R 8 ii R 8 iI 11 Ir _- or II or I II D i i (TYP� Ea. END) 1 sGTS j R/9 R/9 ii. or or 110 sum �W- �0OR � W 1/10 ORW 2/13 W 3/12 W � yp (TYv ) ' Max. SLAT SPAN AN Max. SLAT SPAN LA MD SUT SPAN r (SEE -SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 &. 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BARS NOTE: °SEE SHEETS 2 & 3"FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHLTrrER HEIGHT: + CAS: SHUTTER HBCNT SCUM. OR LESS DW1 II'—D', APPLICABLE -TO INSDA TICNS W/O STORM BARS. W/ STORM BARS OR W/ STORM BATS & MU DONS W/ HOCHIS UP TO (a) CUMAN SHALL SGNT W/ /I SLAPS AT TOP, FOLLOWED BY 82, (13.:,- THEREAFTER ALL THE WAY GOWN. EACH SUT / SHALL CONSIST OF FIVE (5) SLITS Or THAT SUIT NUMBER. PROCEDURE FOR ADDWO SUM DOWNWARD BELOW R1 SLAT SHALL BE CONTINUE UNRL. TOTAL SHUTTER HBGHT 15. COMPIEEO. DUAN111Y OF RIM SUIT . NUMBER INSTALLED BEFORE BOTTOM. SUT®MAY'VARY WNN SHUTTER'S HEIGHT. AA�r4 (a) BOTTOM SLATQMUST DE ALWAYS INSMUM. �A �+ CASE 2: SHUTTER HBGHT LARGER THAN I1'-O' APPLICABLE TO MSTA AFOH W/O STORM BAR'AND W/ MUWONS W/ HEIGHTS LUNGES THAN IV-0'.. ZZ (a) CURTAIN 5HALL START W/ /i SLATS AT TOP, NLLOWED BT ®2, #3...... THEMES ALL THE WAY = G DOWN. EACH SW i SHALL CONSLST OF FIVE (5) SLATS OF THAT SUT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW Q1 SLIT SHALL BE CONTINUE UNTIL 110 SLAT IS INSTN- ED. AFTER M10 SLAT IS INSTALLED. ADDOIONAL 110 SUiS MUST BE USED TO COUPLED THE: TOTAL SHULIER EIGHT. BOTTOM SLAT(P)MUST BE END N a =oSm 0/8 A (TYPJ q R/8 or v - R'/8 (SEE SHUT 22) ® or -1/10 OR, W-2/11 OR or Of -3/12OR W-4/13 uax'.MULUOi SPASNO 1/ o (SEE SCHEDULE �. V/9 '\ (W ON SHEETS 24..25 & 261 sots suns EATS E1 LSTE EATS 8 SLITS (Typ. Ea. END) Sufis 110 SUTs I�W-1�10 oR W-2�110R W-3 12 OR W-4 13 V /S Maz. SLAT SPAN Maz, SLAT SPAN Max SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON. (SEE BOHEDULESON SHEEP 15) SHEE15 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION + W/ MULLION & W/ STORM BARS NOTE: SEE. SHEETS 2 & 3 FOR COMPONENTS: NOMENCLATURE. N.T.S. a 2017 TLTECD Me WA�11 Wr LG N POURED—5/16'0`TOWNS XL W/ 2 1/4' Min. 1'xt'➢1/B' OR 2".2'xl/6' 5/16'. TMCONS,a W/ CU00 EMBEDMENT & 1'O.D.a9AW' Gov. ALUMINUM TUBE— .1/4'mil/4' RW "OLD" TER SCREWS. 2 1/4- Kn. EMBEDMENT REO'C STEEL WASHER O 24"'us. W/ 1' 0.0+0.060" GALVM'12ED. STEEL h 1'O.D.x0.060' GMN. % / 5/I6'm TMWNS M. IN% WASHER O 24' 0.c. STEEL WA41ER O 24" au % 2 1/4Min, EAISEOMENT O O 2C e.<. I' I! POURED CONCRETE POURED CONCRETE OR GROUT FILLED OR GROUT FILLED J, CONCRETE BLOCK CONCRETE BLOCK WNI. REOUIREO. WML REWIRED, p p EfJ �____.�- OPEnMG M 1' M OPENING 11 M QwKG EXISTING 6LASSNG�1 ASS O GLASS��I I (BEvaeO) it I! (BE)NND) { / J U ryY � I I tL „— SEE ANCHOR. U % iG = SGIEDUM$ ON ! 69 SCHEDULLS N I SEE ANCHOR F SHEETS ill. 17 AA SHEETS18. 17 GRG' W SCHEDULES ON „ h 1B O. 18 So SHEETS 16. 17 ;: I; ( A o Min. SEPARATION 4 A �� Wk. SEPARATION ' A d TO C�ARATION TO Min.FXIQtlOR a (SM mum, DRflEUR W (SEE SGIDUIFS. g DIIEWON � ON SHEET 15) ON SHEET 15) D p OR sw 15) p = y 0/8 1 0/8 0/8 G 0/8 0 8 ii l 0/8 POURED CONCRETE / POURED CONCRETE I 1 OURWT'F1LLED OR GROUT FRIED I I CRflEB. — POIIBED CONCRETE / CONCRETE. BLOCK WML REOUWED OR GROUT FILLED WNL REQUIRED.' CONCFEM BLOCK y I:. WML REQUIRED. ME OF OPENMuP`"j �� 1 OPENIN� 2 1/16' 2 1/16' MIN. E,1 D 1. I/2'xt 1/2'K0.0621CONFa NAM. / �� - MN. E-0 1• 2'x4'xO.O52'xWNT. MGM W/ 5/16b TOWNS %L W/ 1 MUM. MGM 5/I6'a iMCONS XL W/ T 2 1/4• MN.. WEEGMENT'O 24' <.p PoUREO CONCRETE 5/16b TMCONG 2 1/1' Min. EMBFDN0 (FC13 MU Min.) REWO 2 1/4• Nip. EMBEOMFNI T O 24' oMi C.c. WALL MOUNTING FLOORICEILING/TRAPPED MOUNNNO 2O G. BUILD -OUT MOUNTING SECTIONS % ' W ?!i4r •.• ✓ FLORID BUILDING CODE (Non High VOocRy Hunicun Zone) 1 • y � 02n1) M.rt[o MC. P4m rtc INSTALLATION DETAILS ON EXISTING POURED 44167 Nautilus * CONCRETE OR GROUT FILLED CELL CONCRETE IL ECOE.°. joIIvg36pMer�`"° '°"'" '• C mtrt TLmvc a 6xaw66mvc cour4xy 'EXPERT SHUTTER SERVICES INC. wrt 9 ! ,4 .+u w.•: Nnln n.. r:.ws` ipl I�IIVNa Is2n S.v. Bu.TNoac Sla 17-2" BLOCK BUILDINGS ot`� 0 M�Ooa1� RORTST.LDOF.n 3 84 SCAIE; 3/f fi' td C,"O'"•. .. "(���p1 tB-Wn67ro nw21am1. c..-mme: ru. m eT_e0o VUTFR A, TnlIj ".. P.C: �mx • TE 1wHo-.L¢. / f11mT s6m 6 o-m Edrmrvc wnmB Rwrmxc WlNID 1/15V TMCOxsXL w/ mx a<mQu muSSs OR.NFlm 1/.*•B/.' my eunatx 1 1/Y ur. REnEmAnDX 2 1/z• urF. PwEmAiroN ral'XI/9' dt ra YA2M5 w/ I•aS'a1/0• Mi LEY.: W. w/ Exrmnc wtce 2R Iro.O:G1.a80• Uiv. 5(EEL weSwEA O 1!' _ mmxc wlmo R I oaMe.Ofia' mv. 'musm MEE1 lkA O-a<' 1.c axr3'n/B' µflylXOy NRE 1' OC.ROERM VWAM2EO a•.z-.1/B µyYR1114 NRE 1' 0.0.a0.C[v, GV.ar ➢ DySFS ay R.,F1py. uc. on.RMiER 510EL Pa91EA O Y!'. e.c. 51FF1 WI.41ER m a.' <r. S/I,R/ A°CONS / IIPMNS AL w/ 1 b/T wn. - w/.1 1/2' P024- ON t PEnE4- "OR o zr <... m z,• <.<. Yax' O R p1 2W OR. 3SSV CONT 'A rW CCM (a) 2'a,' Ofl (3) 31f efl WOOD HEALER Y000 HRAOUt 3 6' WM z'aB'COM REW�.D REQUIRED ]N00 HWER MMX)D HEALER REONRiO 1 i REQUIRED MUD .� M ME t I M 8 COMING ME OIL + I M mcE axc i M D $ Enmuc D y ppFllLOw�Sm5rw I W ERIWDR GRASS (BFIM]0) I ORIm Q (BEYOND) OJt1]OR gSNG ,pQOJp (BEYOND) (BEYOND) I 1 A A A ®aR 3 1 I RI (( 2:rox (a)1'ir<'OR I icnlrtp I Ln (i itie' sFP. I F%IBOfR svuim4 tt i'fB1 aP.4w�e. C MWD 5N0 ale. O.7o G W Ex Z 1 A j wtb0 SWi11MG _..I O' 1B' Q.0 TO 01/55 WOOD. (YE tdlelE w ! O 16' MOD ] s TOvDiouit MM O.C. DTI,. , �j 1 9EII ]OI ! �3 II' H AIAX REWIRED SHE£f 10) REET M. y R¢ REQUIRED �.m) SMEI xo) 3 � y w E ARMORS pE .] s�,4p"Aeen (SfE 3 �EDOIE' TO 4 III1yRRR 0/B '1 0/8 0/8 3 (a) x YOR I MM g1..0 I FIRER ] 14) RaE' -MEXAtxaRs 1 BLxEW¢ 1 EWE OF 3CHrnxc OR 510.ET 21 1 1 D C M w9O0 QN'EF6ET 11 I OM3NX0 pFF111N0 B SND O 16' OC. W%. I. 1 /Ykr 1//. ISMssI. (SEE. SHEEP I D I E. E.. 2'rH10n'ME.WNi. ".VYY. 1 SEF.ANCARORS ON SHGT It (IIIj VM R. "ME aCdR. etUN. IN¢E 30) \\ _ .Y1GLf 5/16'. TMCMS XL Yin. 0/8 \ 1 O/8 S 18'I LIPigNS Ai w/.l 1/Y Nm. w/ a I/a' I I : PEiE1MMN O/8 2-W OR 1'a ' 0 24' ox, nN9R O 21 a.c. 3•N• QR 1'a ' I RNka Ya<1 OR 3' RW91 O 2Y•.c,c VW IS ] I. EGSnIq WCQO CONT. 00000M: -OOIIQY MTE DICK OR WOW wWe OUTDO MTQ EGMINC MOQD COM. M9C0 WOOED,, PULE �' MWO COW. OaTiDY w'000 DECR OR I'U.IE Cg1CREE SIIH REPANE) CGNCREIE SUB REWrREn DE[x qY REWIRED WNCR¢E sw ROOFED I'mul O.. (SEE SHEET 10) REOWE0. (5¢ E11EET 10) B WNCRER SIRB EONFkD.. (SEE SXEEJ a0) REDO nED. (SEE SHFEi 10) B WALL MOUNTING WALL MOUNTING BUILD UTMOUNTING GUILD-OUTMOUMING SECTIONS Y-Y INSTALLATION DETAILS ON EXI G._ WOOD BUILDINGS N1;3P3V6�1�9 .' MMDA BUILDING CODE (Non W011 Velocity NurtimSnm .44167 T•. 1 0201; MWCD MC NautilusW BC * )* RQ➢/ny SAm bTSje om IL ECOINC. EXPERT SHUTTER SERVICES INC. -- 3 e1\`1E1TT nvn< IwG SM. 17- 24'44 RS w�:ts+Fa LlbroOeN mom! 11ELIINMIlE S<SEEM AL wWIX A kill �1. Pt .,le] allxr 0 oaB P.E. SEPL (SEE '- FLUSH MOUNT (WALL) SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) ORIENTATION #1 ORIENTATION /2 WALL MOUNT END MUUJON WALL MOUNT END MULLION (5m nKffl Es on /�SHEETS 17 & IB) 0 4' t 0' C o.c.nA I OR J PWIrtD ED. (1 oR J . ED (SEE S mutEs.ON OONg1E1E OR (SEE S Eoum O ) O-:=R&i D O rnwi Fl�O- SHEEN 17 h IB) SHEETS 17 k IB) CONOREfE BIDIX LONG M BlO[K @OR A. @OR 3. —2 : 2. I- A H H 0 4' o.c. 1/2.. 174' 0 4 ec. ors 1/a-sup. D V2': V4• D SECTION W/ STORM BARS /a• s� SECTION P-P (PLAN) RUILD-OUT MOUNT BUILD -OUT MOUNT Eruc a/w +• WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULUON INSTALLATION DETAILS INTO MULLIONS G, G1, G2 SGtE: 1/1 - I' FLUSH MOUNT ALL) BUILD —OUT MOUNT U SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS . I,- . I- 02017 2R1EW M SECTION 0'-0' (PLAN) ORIENTATION #1 'WALL MOUNT END MULLION Ro177ngm-"Wsys M4/17 aF SHUTTER SERVICES INC. 10 S.W.. 011110ftE Si V 17-244 �29-a10l�fM:.l >l1 AI-4f10 W�vnw �a�m 1/2• Min. E.D. 3 1/2' kiln. ED FOR 3/8.0 CMX-IN MINORS (4) 3/8.0 C -IN ANCHORS OR (4) 1/4'0 SOLID -SET MCHORS OR 3 Min. E0. ' 3' Min. E.D.FOR 1/4.0 WUO-SET MCHOM 'Nin. BCIi IIIfxPMFW! M'CN0.3 (A) a ME Boa TZ F]xP/OmpN MCXORS OR (4) ANCHORS, PER Win. E.D. E.O.--I—fLfl 3/6'0 %PYl (4) 5/16•0 TAPCON AL ANCHORS 1" ]' 1 STORM BAR'CONNECMON. 1 /e' Min E.D 1/8' Win. E.O--I�FOR 5/16'0 TnPCOH n MCHORS 1 5/16.0 TAMONS n W,' - SEE TABLE 2 ON SHEET 23 EDGE OF 5 � ] 1/4' Min. EMBEDMEIR 1' T T (YP. OP & BOTTOM) j 6: 1O.D.0.060' CM,V. STEEL WASHER G 24' c.c. 1' I( O(( 4• Min. J. YUMINU8'x0'-S'.(806]-T8 AL2D1) POURED CONCRETE tl 2' O A POURED CONCRETE 2' ® O ALUMINUN MOLE FA 510E (fo-3 Nei) 5' min. 0 0 1MCK REQUIRED p (1'c-1 Wi) 6' mia 6/1 E•P TAPLONS xL THICKREQUIRED it (2) 1/4'0-14r3/4' RYI $UILOIX lEN SCREVS TO STORN flAAV 0 I I W/ 2'I 4' Min. E A Cif j 5• (Typ. TOP d! BOTTOM) c I I O.A. G0 1.DEFIL WISHER sTFn wAEHER w SECTION S- S o I 24' c.c. n 2• O O BO% i I I o I I 1• MI. row eox u VAD ZONE -+{, I u DETAILA 1-0r ; p I I 4 * I/4' 0-20 OR 3/a• 0-16 "KINE SCREWS USED Ja mr w/ - 2' Min. MR 0 SEE SRP ] ON 6HEET q FDR SPfLNL �. 1/4.0 1 3/C SOLID-S9 OR ]/8'0 x I CAMP -IN MD ZONE-•i 4 0 I TREATMENT MI WIND ZONE 1 iHflV ] 1' Min FOR 0— ih THE FE RESPECB v SW BE LEFT TDQEMER W/ MWORS AT THE TIME / A ME REMOWD. DET. A). �€I WIND ZONE (SEE of ti 0v�{ 1-3 T Y I I E(IEROR 6 SEPARATION TO II GIASS 200 I I D WOR50 PER STORM BE LONNELTON, (SEE SCHEDULES ON A g 2- Min. µ1ND 20FNE--'Ti I REY'OND(Typ. EE TIFAE 3 ON SHEEP 23 TOP 4 BOTTOM) A� a SHEETS 15 k I6) I yw a FF I 25 p (2) 3/8'0 Vll(-IN AYGI0R5 OR DaERIOR Min. I (2) 1/4.0 SOLID -SET MCNORS OR 1 4' I iN IyI AGLAO55 TO (2) 3I8.0 EYE SW TL EXPANSION E{ K I D ._.! E SEE SCHEDULES ONI A MCHOPS OR 1' 0 I 4 SHEETS 15 A 16) I (2) 5/169 TN cON n mcEiRs 1' u I I BEYOND EXISTING—y I I K DMOR tl I GLA35 b 2• n GASSNO1n ®II 2 ® 2" O 2'r2'x1/8'x0'-S' (6063-T6 AL21TI) ALVYINUW ANGLE U. SIDE W/ I I S1 r� $) (2) 1/4.0-14x3/4' I1W $NIDE%lIX p A I I u (IYP. IOP/VlRO%)p I I (M, Hip/80Tfp1) 5' SCREWS TO SN N flrR (TYP. TOP h BOTTOM) n ®° ® x ° SECTION S1 - S1 ITIP. IOP/BORW)I I I (IYP. TfP/BOTIOQ I/18 I Min. bIN. ED ED. 1'. POURED CONCRETE 1 1/211 1/Yx0.061I ALUM. (f'c=3 "I) S' min. 5/16.0 TAPC(ln %L W/ MGLE W/ S/16"0 TM m Xl W/ T RACK REQUIRED 2 1/4' W. EuemNT(H�1�p' y' 2 1/4- •. Min EMBEDMENT O 2C ac. '•• PCU.® III `IF ;h�v., �ilobl EOCE OF STAB WALL MOU 11 r �..2..p� T �0 � '•• "041' •'•.• 9 FLORIM BUILDING CODE (Nan TDgh VN0c1Y Buirinlw Zue) =LIE rrtGO 1---4 1/Y Min. E.0 I' V MPL1fJ$E ,T 1/2- Min. E0,-1—TOR 3/8.0 WK-M MMOM ; , ' 441BI . 02017 Finl0D WC. Nautilus I—]' Min. E.D 3' Nin. E D--II FOR 1/4.0 SOLID -SET MCNORS 4 * T IT�"�. Mn, ED Min EO--t--FOR ]/8'1 WE BOLT R WMIS0N."HORS gyp. * p RORIng AUYaTSJalom m/24/1, L-3 1/e' Mo. E.O 3' ] 1/8'Min. EO.-�-fOR 5/16'e iMCON xI MWORS W. �L G C,D IMC EXPERT SERVICES 'INC. art .P'•. -�P n •' xf, 4C 11 S/ nun ,FsmOO A px�xmN�unH cD.'. w...+ Ex.r.,tmwn:ly.ve I`"" IaSHUTTER �SER "; ST. E•p,n- 254m 17-244 FLOOR TO CEILING 1 TRAPPED AND. WALL MOUNTING: STORM BAR �1/ HALE\ G\,IIIIT "� SECTIONS V P.jS---(hM•.Lai E. LURE TE MM101A1Wnd. PE e14 wnTPO,S 6UEE 31IT - 1' J Min. E Min. EDGE OF SIPS IF MPUCAHLE•1 POURED COVCREtE (rc e 3 ql 1ln.) 8' Min. NICK REO'D. MTIND— GU65 z^ or 3� �N �o ow R/8 c R'/8 Or.. EDGE OF SUB 6 PPPI4.BIE Min. E. 1' Min. mn. E.D. OR (1) 3/4'0 KWIK BOLT TZ EXPANSION PNCMORS.a END AND INTERIOR MULUONS NOVW®5(OR ©16111)fA AND Fj I' Min. E.D. µCNOPSJOxIMENOR MULLION (ORIENTATION R2). EDGE OF SLAB FII� /APIIC<HIF 3'x3'x1/2'x0'-4' (6061-T6 ALLOY) aum. ANGLE EA. SIDE W/ (2) 3/4.0 TNRU BOLTS TO MUWWN LV& (1) 3/4'0 K v SOL TZ EXPANSIO'. ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Tp. TOP & BOTTOM) SECTION XI-X1.W/ n (,AND &INTERIOR MULLION) U ORIENTATION Y 1) (6%4n) 3°0-x1/2'x0'-4• (6061-T6 ALLOY) EXTERIOR aum. ANCIE Ek SIDE W/ qn (2) 3/4.0 IN BOLTS O M ON& TZ ® &%,1 4,ON AMHCKHOBORLT Q/8 or W/ S. Min. Mai ONEM TO PONUO CONCRETE R/8 or TOP & Bo1ToM) R /8 r 1 e- EXIMR (R0. TW/WRW) i P SECTION X1-X1 W/ CGTI POURED CONCRETE (rn - 3 Aa1 Min.) (END & INTERIOR MULLION) B•'AGn. NICK REVD, (W/ ORIENTATION A 1) ED&ECFSLAB (8•K4•) F CABLE FOR (2) J/4'a KMK BOLT IO f�AN5101J I' Min. E.D. ANCHORS O INTERIOR MULLION U (ORIENTATION 12). ,rx Min. E.D. (1 3/410 KWIKBCLT 12 EXPANSION At ANCHO O END AND INTERIOR MULUONS ©& (ORIcy�T �A(URI 81 & 12) AND J END MULLION lY (ORIENTATION92) * f ,ELA R.00RTO CEIUNG ITRAPPED MOUNTING: MULLIONS CGi OR SECT10NSW-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION S - 1/0' - r 1/2- NTUM (6061'-76 A11.0'n aim. ANGLE Fw SIDE w/ (2) a/e•o Tu eoLTs TO YUWON C & (1) 3/4'0 KWJK BOLTR EXPANSION ANCHOR W/ 6' Ain. EMBEDMENT TO POURED CONCRETE (TV. TOP & BOTTOM) ALTERNATIVE SECTION X1-X1 W/ (G7• AR)LLI W N ON ON (4'X8') '^Tsl■q�nml , "'" 3-x3-xt/2'xO'-8' (6D61-T6 ALLOY) Alum. ANGLE EA SIDE YI/ 2) 3/4.0 3/4-0 THRUB"IN BOLT (TZ WAN ION(2) ANCHOR W/ 6' Lim EMBEDMENT TO POURED CONCRETE (To. TOP & BOTTOM) BOTTOM) (END MULLION ONLY) (INTERIOR MULLION ONLY) ALTERNATIVES SECTION X1-X1 W/ CGS ORIENTATION R 2) (4.41 BOX NOT SHOWN FOR CLARITY T= OMIT ILLTECp MC. IL ECO m.. FLORIDA BUILDING EXPERT max ec L.c 17-244 aA�Oa x. slan t0 a M Mtn. ED. r-"(SEE $CHEDDIE /1: EDGE U I.E IF PPPDfIBIE-I n 1' X n L X II X u IXISiWD� �' 0. GRASS � 1. o6 u a� R n F 3i N0 11 n II €O II It q/8 or R/8 or I: R'/8 X Nin. E.D. (a) ANCWR5 3.3'.1/2'.0'-4' SCHEDULE /1)�. (SEE SCHEWLE /1) (6061-T0 ALLOY) 0m: WXNUI wRIODOR) h0(ENO ! INRTU00.) rwED NDawED I.AIIOS EDGE OF STAB 3• Num. ANGLE FA &AN M'ERED BY SUIEiINE Ib' FOR WYRON CASES 1, IS h D ON SIM 3' IF APRIGetE SIDE W/ (2), 1/2'm 15 ,. iHRU BOLTS A\` I TO NUWON v�l (1NIfED LWA WuION SPMMG MD SPAN IWAUA WN): ISNW W tlff 1' - RiIDEIIIW. IND COYIQRCVL C' 4' EXTERIOR E ROM SGIN PRESSURE IL.A WWNM ASn-OESGN PRESSURE PAIWG IOAWN SAlR 1EE CONCRETE i 11 &0 SEE SOXOUIFS /I h /] TOR AOEIIONN. SPECS S IF. - (6061-T6 ALL-B' SE �C NSi LE # (6061-T6 A EA. SEE SCHEDULE /1. Num. PNGIE El. SIDE N 11/2' G i B' �IEmOR IRNW W OB: h - RE90EMVL /NO N IPRR'AE R M/ s1. W/ (]) 1/2b. IHHI� ap-T VA]UWY ASL. 06rtii PR651115 RL11N0. B'-0' S.D. Dm BOLTS TO M=ON G 1 1/2' mullM 1ARBOR SFADNG SEE SCNEg06 /1 h 12. FOR ADWOOL SPECS ALTERNATIVE SECTION Xt-X1 W/ CG * EmEI' qff c - caulgjx L'sPuc FOR 1100.0.P'1''wm'ux'Lsa 1 1/2- CESGN PIDSSUIII RUING 6'-0• MA20NN YUIDII (4ez6' INTERIOR MUWON ONLY W/ ORIENTATION 8 2) A1IOIEE4 •PM3A SEE sa®ma T1 h /] MR(2) MWORS I 6'— 1' (SEE.521EO11LE /?) ]• 2' 3'x]'xl/a10'-e• � (6061-T6ALLOY) ALTERNATIVE SECTION SECTION X1-XIALTERNATIVE W/ 2� Num. ANGLE EA. SIDE3. w/ (]) I/2•a tHRu 4'zR' INTERIOR AND ENO MULLION W ORIENTATION # 1 BOLTS TO NULLION Q/8 or R/8 or R'/8 (RP. W/W)WN) ALTERNATIVE SECTION X1-X1 W/ Lag+ (4'z8' INTERIOR MUWON ONLYW/ ORIENTATION # 2) ff APR yy EDGE OF SRABI Mln. E.D. JFuMin. E.D. ffF AIC (SEE sexEDLrtE 91J (SEE SCHEDULE /1)�I a POURED CGRCRETE (SEE (rc = 3 W Yin.). SEE SCHEDULE d1. FLOORTO CEILING ITRAPPED MOUNTING: MULLIONS n OR 0 SECT)ONS WA 0 END & INTERIOR TRAPPED MOUNTED MULLION INST swE: I/e. - I- • S10E RAIL QD AND SO% NOT SHOWN FOR CLARRY INTERIOR AND END MUWON I IATInu * No. Ar A-, m t SCHEDULE /1 p ACASES TNIMESS mcKR TIR h we (IT/. TOP f "mm) W. FOR RLOA bBEDYLHER AN CIR 3/8•. mrD INc HU9-H Scow a J/B'. mKR FASTENER R S-MT INOWR FOR©* 0 (6GW3fG YINEMS ] 1/2' S 1/3' WI OREwADaN 12. 1 a• I/2-0 OLD OW ms9 ! 1/2•0 POWER FASIINER oSDE_60.T FNgiOR Fqt (DN ! WRNOR) uWlgl 3• 6- M( ORRMAIINY /I. 1/2Y WLR TKO TAM BOLT U QVLY FOR©R 0 WHUOOR t6 O/ OREWAT l /2) t 0 (EIa1 WWON NI 2 1/Y 3 I/Y ATWN-/1). h a• I/2'. X0.11 wC NUO-N..BCR kc]�/T(. PCAE11 FA9FNEA OR WDL(Kt J' B- ON) M/ ORIEMATcm, I In /2,� 1/2Y NRtI NMK BOLT. TL 0 TOR B ! Eil FUROR I RI INCI WK ROL ON UL O /2) TEND YRLLON GPoENIA➢ON /1) 1/2Y OLD WC MA-H SCRON OR 1/2'0 nRI EAMoR 6 6' WEDGE- MY MWOR SEE - NOW ON MKIMAE-IV OR SR 25. V & INIERNN Y NSUO 3, 6. OR 6M01 a 11 SCHEDULE /2 IMSf R IN YIMCNM 5 ARMOR ImE a JW (RIB. TOP ! MOW) O19NYA W IIST MI L h h II a• S/0'. j = M-H So3 ! 5/0•. POAER FASTENER 2 1/2• T 1/2' ROMDA. BUDDING OODE (flan Wgh Velocity I(uMmne ZRW. 020111LLTFCO WC. 'au i]uC 1� \ ftBftgnvftrSyWle2O L E C O EN . wrz EXPERT SHUTTER SERVICES INC. 1026 S... BRTWRL YRU7 no ST. LODE R 31901 M1tWa lW )..-M0. IY: Gn) no-c2eo ,Wm.,,yFNyWNcw,NG prllinEv. r1'a �t t4 Iv�v�o _ rm gfi .[mn 17-244 W.RV. M EDGE IF APPUCABM 2'AMUWON DEPTHx1/8' ALUM. TUBE (TOP 5/16*0 TAPCONS Cont. & BOTTOM) W/ 1/4-04/4' OW BUM« TEN SCREWS XL W/ 2 1/4" \ \ 7 3/4• 2 1/6' Min, EMBEDMENT W/ I' O.D.v0400' MVMIZW STEEL. O 24" o.a WASHER O 24' o.c, MIN. E.D. Mln.� E�D_ - I I EDGE IF APPLICABLE I — \ FDGE IF APPUUBLE 7 3/4' Mln. E.D. 1 ]• CONTINUOUS POURED TO'. _ 2' CONCRETE (PD = 3 loi. Ma) 8" M'n. THICK FWD. 7 3/4' Min. E.O. 2' 2 L 2, \ _ I END CMR2' POURED CONCRETE 7 J/4 I (Pc = J ksi Mtn.) D(IFAIOR POURED CONCRETE pp Mln. E.D. E0. EQ. 8' Min. THICK REO'D. (Pc = 3 kal Min,) 4' ElamFO 4• 8' Min. THICK REO'D. \ \ \ IN Gi I ExmwR G OR© G OR©©OR n43/1' t.: 7 3/MnE. R/$ Of p I M Q/8 Of ] 3/4- n. 'R/8 Of �_ P.Cx3/e' (606t-TB ALLOY) (6061-T6 ALLOY) R'/e I 1 _ _ y R'/8 l Alum. ANGLE EA SIDE um, MOLE EA. SIDE, EDGE IF APPLICABLE EDGE IF PPPUCADUI 1 g n w^ D (WALL SHAOWN, MAY BE SECTION X2-X2 W/ CGi OR (GCS• ALTERNATIVE SECTION X2-X2 WI n OR �s «IsnNG eI �u I ALSO (MOUNTED (END & INTERIOR MULLION) 3 PER SECTION R'-R` ON SHEET 6. ) (END &INTERIOR MULLION) �. z t/ifi•� I [V1/ ORIENTATION: # 1) (w/ ORIENTATION # 21 We. ED • 1 1/2•xl 1/2'x0.062•xCONT. ALUM. (6'x4" Of'8"W) 11 5 7 3/4" — 'F ANGLE W/ 1/4.0x3/4- RW BUILDEX s MIN., TEK SCREWS O 24° e.a TO TUBE. ,E.D. \ T 1/2• +'I(III- • 510E RAIL QD NOT SHOWN FOR CLARITY 7• CONTINUOUS POURED OONCRm IF: - 3 Id Ne) 8" Min. THICK REO'D. (No 113,110THM) 1 1/2' 1 1/2' (RP. iOP/60n011) -'•.- 7 J/4' 4'x4 EQ EO Alum. UNCLE {..• � -0 l WN, E.D. EA.2)DE W/'(2) 3/ 7H BOLT SIDE W/ (K BOL TTZ BONS TO .gip:• DENS �� •, & EXPANSION ANCHOR 1 FLORIDA BUILDING CODE (Non. High Y0lodly.Buni.Zone (2) KWIK BOLT ANCHOR .F \ JJJ"1111Y111»>... W/ WALL. Min. OPOURED M. 5 Mtn. EMBEDMENT o POURED' CONCRETE ` on" mwo NIL rYP, TOP & RD,7QM,: , ND aa1si '_ Nautilus �F C EDGE IF APP 0 B E WALL MOUNTING: MULLIONS{Gi Or ,. 'LTEC0,,.. ,8omn9AOHerSgrN+n m7�rzT OR(M POURED q 9 �'. ' ' �4 Nwr rcmxa a cxwHccRlxa coNrAxr EXPERT SHUTTER SERVICES INC. CONCRETE WALL SECTION �,C' iS .7° ' 4°° "0'.ry,`„'W` ums yu�.. leae.sw, enrrravE smm "-244 6 1' Tmr� en .. r:''Lawr Pair sr. u¢re. n. 34se. No W-2 MOUNTED MULLION: END & INTERIOR WALL INSTALLATION 1 lT ALT:A A r# 44. 61 mm 11 or tt S$R//9gNA}GItE/DATE Nam 1m:1 OOi I/B' � 1' SCLLL P.E. . I. I CONTINUOUS POURED- ] 1/2' CONCRETE (rG.= 3.Id Mn) E.D. z s� 6 Mn. THICKNESS fiEO'D, \ �= u, II n i� or n ® Q/8' or R/8 or R'/8 u 1r1 3� EIIIGIWG,�I 7 3 1/4by0/4' TO BULOEX TEK SGRENS W/ 1 O.Dx0.060' GLVANIZED STEEL Hat/8' Cont. WASHER O 24' 6x. & BOTTOM) W/ XL W/ 2 1/4° EDGE TF APPUG48l' l O 24'ox. —1— T�1 7 1/2'Min. E.D. T j � 1 ( POURED CONCRETE (1b = 3 k6I Mint P D(IERIOR 6` Min. THICKNESS REO'D. z' FG OR a' END CM ] I/2' Miry E . 2' 1 .a'AI/4' ©OR G) (8061-76 ALLOY) mCE IF APPLICAR IE� Al m. ANGLE EA, SIDE.. Daum ALTERNATIVE SECTION X2-X2 W/ CGi OR.CG� V (INTERIOR MULLION) (W/ ORIENTATION j� 2) Q/8 or (4"z6° or 4'18 ) i I R/8 or R'/8 (WALL MOUNTED SHOWN, MAY D BE ALSO INSTALLED TRAPPED USECTION R'-R' ION SHEET 6.) \ 9. (_1 1/2°x1 1/2'xO.062"xCON7. ALUM:. 1c ANGLE W/ 1/4'0x3/4°IIW'BUILOEX TEK 'SCREWS 0 24' a.c. TO TUBE. 1 1/4- 3 1/2'6' 17 x2 (AP. TOP/Da IOU) 7 1/2° CUNUNUWS 'UUNW I IL,4'x4'x1I4'x0'-6'(8061-T6 ALLOY) Alom. AI MIN. E.D. CONCRETE (fc EO EO- EA, SIDE W/ (2) 1/2'0 THRU BOLTS TO MI \1:2M--li) 1D, 6" Min. THICIWE4\. & (2) 1/2'0 XWM BOLT TZ EXPANSION ANI W/ 3 1/4' Min.. EMBEDMENT TO POURED C WAIL DYP. TOP & 80noM). EDGE IF APPLICABLE WALL MOUNTING: MULLIONS nOR M POURED CONCRETE WALL SECTION VQ OEND &INTERIOR WALL MOUNTED MULLION INSTALLATION 4PPLICABLETO A LIMITED LOAD MULLION SPAN AND MULLION SPACING IN SENE: 1/8` - I - EDGE IF >PPUCABLE T T—___1 7 I/2' Min. ED. j POURED (rce3 6, Min. 1 REQ'D. 7 1/2' M'n. ED. 1 y ♦. {of/4 (6081-T6 ALLOY) ✓, \ GLE EX SIDE. EDGE IF APPUOABLE_7 , J ALTERNATIVE SECTION X242 W �« (END & INTERIOR MULLIONS) (W/ ORIENTATION 'U i) (8 04 DOEMOR O SEE MAXIMUM ©(INTERIOR) & In (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE. 2b' FOR INSTALLATION CASES C & R' ON SHEET 25 (LIMITED LOAD, MULLION .SPACING: AND SPAN INSTALLATION): INSTAIIATIQJ CAM 1' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 360.8 p.S.f. MAXIMUM A-S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULUON SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS INSIAUA110N CASE R' - COMMERCIAL APPLICATION FOR *100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT T2 ANCHORS. RAIL® NOT SHOWN FOR CLARITY O M1l'M2C0 WC 1626.%n. BLTMONE SMREET evan 6C Cc inn] urt 17-244 �w 3116}.111A% 4, 1' Min. E.D. M.A.'ED. 0R. (1) 3/4'0 KWIK BOLT 'EXPANSION Y� ANCHORS'® ENO YVWON 3'W.1/2x0'-4' (ORIENTATIONS QI h Q2).. (508L-TB ALLOY) Atom. 1 FOR (2) 3/4-0 KWIX BOLT R PANSION ANGLE EA SIDE W/ (2) Min. E.O.�I Min. E.D.. ANCHORS O INTERIOR' MULLION 3/4.0 TNRU BOLTS TO F' ORIENTATION 2. MULLION !P. & (113/4'0 ( ) N., ,(, TJ FK AN4(IN Q./8 (TP. DGINOR POIIREO CONCRETE d' D'c 3 ksl ..) Mint p. 1. 8' Min, THICK KROOT. A. �f tl I EDGE OF SLA41 ` l I t I I I I I nxz OF SLAB ff AFiVC+BLE' �- IF PFOR (2IE FOR 3/4I0 KWIK .BOLT E PANBION E.O. Min. E.O.ANCHORS ®INTERIOR MUWON (ORIENTATION Ir 'Min. ED. Min. E.D. FOR (1) 3/4'0 L KWIK BOLT jj EXPANSION ANCHORS O END M F3 (O(CREMATIONS(CREMATIONSL91 k #2). ®2). FLOOR TO CEILING l TRAPPED MOUNTING: TO CEILING I TRAPPED MOUNTING : MULLION SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' SECTION X3-X3 W/ Q (END MULLION ONLY) (W/ ORIENTATION H (7'X4") BOTTOM) (END MULLION ONY) ALTERNATIVE SECT N A. il(VT •._ D • SIDE RAIL ®AND I • DENS, CLARRY. i'1EVE z 0"17 mTECO wm FOR' DA�BUIIDING CO Na Rm1Mg IT SHUTTER was s.w: ®Lw XIFRIOR TV WILMA IN SCREWS w/ v O.Ca0.060° GALVANIZED STEEL EDGE IF APPLICABLE 2*WULUON DEPTH,0/8" Cant. WlSHER O 24° o.F, \ \ R ALUM. TUBE (TOP & BOTTOM) W/ 'S/16'0 1/4' EOCE IF APPUCABIE� . E. Min. E.D E20, EMBEDMENT 0 4 .. Min. EMBEDMENT 0 24' 0.c. r N. L - -- L I ( T POURED CONCRETE (Cc - 3 ksi Min.) THICKNESS— L REO'D. I CONTINUOUS POURED Min. E20. CONCRETE (rG . 3.W Mn.) fi Min. THICKNESS N� aIn L II Pn II R/8 or l B R'/8 II II Ir 5� E%ISWG,�I i M D KENO CAP ] 1/2° Min E 2� 4°x4°11/4. ©OR GT 7 (6061-T6 ALLOY) EDCE IF OPPLICABLE! Hum. ANGLE EA. SIDE. DmwR ALTERNATIVE SECTION X242 WG n OR. (INTERIOR MULLION) ® (W/ ORIENTATION H 2) )/8 or (4-x6" or 4"%8") 3 or /8 D(WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON. SHEET B.) 1/2`x1 1/2'xD.f162'xCON. ALUM, GLE W/ 1/4"0x3/4° ITW BUILDEX K SCREWS O 24° o.c. TO TUBE. T 1'/2• CONTINUOUS POURED , fL 4°a4'xl%4'xD'-6%6061-T6 ALLOY). Num. ANGLE MIN. E.D. CONCRETE IF, m'3Tb" ED-I-EO-I`� SIOE W/'(2) 1/2.0 THRU BOLTS TO MUWO MA). 6" Min.. THICKNESS \ & (2) 1/2-0 MIN BOLT i2 EXPANSION ANCHOF \REVD. W/ ] 1/4^ Min: EMBEDMENT TO POURED CUNCI WNl (T,P. TOP & BOTTOM). EOCf IF APPLICABLE WALL MOUNTING: MULLIONS MOUNTING': MULLIONS (G� OR IQ POURED CONCRETE WALL SECTION M2 QEND & INTERIOR WALL MOUNTED MULLION INSTALLATION* FLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACINGINST) 6 . 1/8° m 1' EDGE IF APPLICABLE T-___ 7 1/2" Min. ED.. l POURED (Cc - 3 6- Min, T REO'D. a r�. ] I/2- Min. EA. i'4°9$/4' (6061-T6 ALLOY) um. ANGLE EA SIDE. EDGE IF APPUCABLE ALTERNATIVE SECTION X2-X2 W/ CGS• TEND & INTERIOR MULLIONSI (W/ ORIEMATION 'U 1) (8"X4") 0SEE MAXIMUM ©(INTERIOR) &©i (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE. 2b' FOR. INSTALLATION CASES I' & It' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSfAWOR)N C/SE. I' — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12':-0- MAXIMUM MULLION. SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS, 116TALATIONCASE 11' - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE .RATING, 8'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE' W/ HILTI INC KWIK BOLT TZ ANCHORS. RAIL QD NOT SHOWN :FOR CLARITY 02617 TILTECO OK' SW. d17-244 POURED CONCRETE- (rc . } W 66n.) B' Min THICK RDWI EXIST, cuss I= Q51 5't F� zN 5 RNi Q (PP. OR (t) 3/e'm KWK BOLT EXPANBWN I' N(a E.D. ` 4in. E.D.�12" I PMCHORS O END MUWON.� }•x}'xt/2'x0'-4" I(ORIENTATIONS ➢+ & S2).. (60 ANGLE E SIDE / (2) t FOR (2) V NWIK BOLT T2 PAN90N ANGLE TH 90E BOLTS O Win. E.O. r I ED. MYHORS O 10I.R MULUON 3/4'm R1RU BOLTS TO t MULLION d: (1) 3/4'0 R7 (i)1•. TOP/DMOU) Vc w 8' Min i SECTION X3-X3 W/ * (END MULLION ONLYI (W/ ORIENTATION- & Y (7-W) 1-3 'x3"x1/2'x0'-1' (6061-T6 A Y) L3Y .1/a: xM-I I..I-I...T/ um. ANGLE EA SIDE W/62) 3/4'0 No.. MCLE FA S10E IN 3/4'0 IRU BOLTS'TO MULLION k THRU BOLTS TO MULLIO FFEEXXrr I) 3/4.0 KWIK BOLT rz EXPANSION (2) 3/4"m NWIR BOR TZ PANSION NCHOR W/ 6' Min.'EMBEOMEM TOANCHOR W/ 6' Min. ENBEOMENT TO DURED CONCRETE (Typ. TOP 3: PWRED CONCRETE (Typ. TOP h TITOM) BOTTOM) ND MULLION ONYI (INTERIOR MULLION EDGE OF STAR (I 'ilia, ' IECBE OF 9AB ALTERNATNE SECTIONS X3-X3 W/ G? 1 _ M AppU FypPtP✓8lE ,(W/ ORIENTATION & 2) J,II FOR OR Jaa"0 KWM BOLT R PAN90N (4 X77 Min. E.D. i MIn. E.D. ANCiIORS O INIEWOP MULLION A. T(((��.=., • S1DE RAIL Q AND BOX NDT SHOWN FOR �,.•''"QQ - (ORIENTATION 12). /,''� .........•..K .� ?- CLARITY. ' Min. E.D. ' Min. ED. OR (1) 3/4"0 KWIK BOLTg EXPMMON i'y� •JOF�13p N•9 ' ANCHORS O END MULLION FLORIDA BUILDING CODE ([ipn.Bigh Velocity Hmnirnm 2me) (ORIENTATIONS R1 k e2). f No.4411111 S * 02.11 mmo NC *%�`���� o � W- FLOORTOCEILING/TRAPPEDMOUNTING: MULLION G? *` jnPrumy,�4iaorsY+eun Na.nl SECTION W-3 ='O gN IL E oR O ... EXPERT SHUTTER SERVICES INC. wm 1 Q [F1y(•T• \ iMLR 1LSTXo MO N�.[WNO GO4PLM' � •NA•' •�'\ IIE Epp Mw�i-�SIO.,w.f lilise• POOR S. ®L1.0 4904low 1j-'tq{ END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' ,S(ONAIE�11'll - ®g p From r °�['no! O'o).1. N' NALI[RA b.:PL m .12R2111 SCRE: 1/6" s 1" p.E SEAL/61G iURE/OATE R.MON I:u YI6> Min. E.D. EDGE OF -y I^(SEE SCHEDULE IF APPUGELE 1 •d 3� ms EDGE OF SUB IF:APPLxiHE� M. E.D. (SEE SCHEDULE Mm, E.D. SCHEDULE AI)-EOGE OF SUB IF A➢RxAHLE I" ED CDNCREIE Bdi No.). SCHEDULEBI. CP:H��17:7 ///////Z I EDGE OG sva �� APPUGBI£ MI.. E.D. SCHEDULE #I) FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 EGERIOR ALTERNATIVE SECTION X343 W/ QR ('H/ ORIENTATION 0 2) (2-x7' INTERIOR MULLION ONLY) • SIDE RA" Q:AND BOX NOT SHOWN FOR CLARITY. No.44167 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS E ' 1/9'-P SEE MAXIMUM © (INTERIOR)TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE lb' FOR INSTALLATION CASES 1, la & U ON SHEET' 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): ITSTALAMON CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.8 p.s.f.. MAXIMUM A.S.D. DESIGN PRESSURE RATING; 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE Si FOR. ADDITIONAL SPECS. INSTALLATION. CASE In - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSALATION CASE H - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE./1 INSTALLATION MIN. SLAM THICKNESS ANCHOR TYPE C SIZE MIN, ANCHOR MIN. EDGE DISTANCE CON CASES REO'D. (TTP. TOP 4 BOTTOM) EMBEDMENT. ANCHOR 3/8-0 HILTI INC HUS-H I 4' SCREW. 2 1/2- 5 1/2- 3/5'0 POWER FASTENER WEDGE- BOLT ANCHOR [• 4- INC KWIK 2 1/2' 5 1/Y SOrzILTI Q 5. 1/2.0 HILT INC MIX B 1/4' ] 1/2' SOLT'TZ a 201, OI=. M. COo"e: WEXPERT GUIDING CODE au3H se 1]-244 SH6T 14W36 EDGE: IF PPPtJGDLE 2'xMUWON DEPTHn1/8' Cont. 5/16. TUBE (TOP L W/ 2 1) 4 I/4v 0.10.0 BIIIGAMNIZ SC STEEL AUUW UBE M WO 2 1/4' 1/ 1• DA,xTVB DEX TEED REwS 2 1/6' MI, EMBEDMENT O 24' q°. WASHER O 24 o.c. 7 3/4' Min ED !_._I MIN. ED.. L I• EDGf IF APPtIGBLE� 1 11/2�T- I- 2. ( 7 ]/4' bin. E.D. G2 2' CONTINUOUS POURED 10• 2' 7 CONCRETE.(1° - 3 w Mn) POURED CONCRETE 8" Min: 7HICK REO'D. (Ye - 3 kst Min:) B" Min. THICK RE0'D 4' LXIDUOR -1-dih rEND CAP Min. E.D. D. J/4' NOTCH WEB-rEO, q• (TYP. TOP/BOTTOM) 4•. I 1• I. g 1 I 7 J/4" Min �D�9 z4'x3/B' (8081-T6 ALLOY) Min. I Wm. ANGLE EA. SIDE. n QAWALL MOUNTED SHOWN. MAY BE ALSO INSTALLEDTRAPPED MOUNTED GLASS EDGE IF A IXISTInc IPPUCABLE� Yi PER SECTION 0�-0� ON SHEET 8.) o 02 IX t7uDR SECTION X444 W/ 7 ��u (END. & INTERIOR. MULLION) W ® a ® (W/ ORIENTATION k 2) s 0'�8 (4"0") �N 1/16. in. E.D ,t 1 1/2"xi 1/VxO.062"xCONT. ALUM. • S1DE RAIL .O NOT .SHOWN FOR CLARITY FS 7 3/4' 1h ANGLE W/ 1/4'mx3/4'RW BUILDEX d MIN. E.D. N TEK SCREWS ® 24" as TO TUBE. 1/2' 7' CONTINUOUS POURD�� 10' CONCRETE (1'e -3 4s MA) I 8' MIn. THICK REOh. I >' (DP. v"JaGnI i 1/2' 11/2' �'P T°P/B°II°Y) 7 3/4' T MIN. E.D. 814'x3/B'x0'-10'(6061-1'fi ALLOY) Mum. ANGLE A TI�/%.•- �OENS cmli nRco xe RORIOA BULLDING ODDE (Non High Nautilus l�itl Humomm �n) EO- E& EA. SIDE W/ (2) 3/4"m THRU BOLTS TO MULLION2+•' _...q•_ W (5 Jin, KBED BOLT O EXPANSION ANCHOR _ W/ 6' Min. EMBEDMENT OM POURED CONCRETE A yIm EDGE IF APPLICABLE WPC.. [JYP. TOP BOTTOM). t 4415 WALL MOUNTING MULLION �+21 * { p - RnIlla9 �otter3jshm my/n 'M �L. EC mg. urt POURED CONCREEEWALL7px vurc. rzsnnc�LNanamxo conrAxr EXPERT SHUTTER SERVICES INC. SECTIONW-4 '90 F�0 0�17An. evs..M'+�o ion .i.A,'. v�v'n Im PD'srLumcrc.tii+ve. 77-24i END & INTERIOR WALL MOUNTED MULLION INSTALLATION -`�QS `�n'° ®r ` WN.M A 11Wf.. PC SCALE I/B' = 1' P.E OF($jRIpIR DATE naaw.l,c / Px10 ne SMQT 1] nac EDGE IF 3 CONTINUOUS CONCRETE (Cc - 3 I® A5B) o 8' Mn. THICKNESS REQ'0. r7� EMSTI l � GU55 o� �N A 3, MIN., EDGE IFIIFFY. 4 EDGE IF AP.PUCABLEI Cont. ITOM) W/ iW/AAS'HOI.WOEXlEK SCRW 1 1/4' w/ ;FOr.owUaE . c.c. 0 24' o.c: 4 3/V MTn. E.D. ,I MUCUS, POURED ` ( T CONCRETE (rc .3 lm.Nn)--'---__ B" Mn. THICKN--tSS \ REOT CAP (WALL MOUNTED SHOWN, MAY vBE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON. SHEET 6.) DMOR ).062'ACONC ALUM. '0K3/4' 1TW BUILDEX 24" o.c. TO TUBE. �(2) 3/B'0 MK BOLT U E%PANSION ANCHOR W/ 2' Min. EMBEDMENT TO POURED CONCRETE WALL (TYP. TOP & GOTTEN). CONTINUOUS POURED CONCRETE (rc = 3'Id Mm) B' On. THICKNESS REDD. WALL MOUNTING: POURED CONCRETE WALL SEDITION W4 LL MOUNTED MULLION INSTALLATION AD, MULLION SPAN AND MULLION SPACING INSTAI SC ' I/W = t' P.E 4 J/B- Min. E.O. EDGE IF APPUCEBLE-7 SECTION X4-X4 W/ (W/ ORIENTATION: k 21 (2"•!') 0SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): II S7AUATION CASE i - RESIDENTIAL. AND COMMERCIAL APPLICATIONS WITH *60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUMMULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE Ir -. COMMERCIAL APPLICATION FOR t100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. A TI, IN FOR GENSF'• 441e7 ccon NC lNt. EXPERT aun. x. Lu I WeVIi IIMC INC. n-z4a IMA�YM w sum ta�sa FOR VERIFY] POURED STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.6.1.) FOR THE OPENING AND DESIRED SLAT —SPAN 'L' M TO PROTECT IT (SEE GENERAL NOTE 92, SHEET 1). STEP 2: ENTER TO CHARTS (In. IH &I Ih' THIRD IC ON SHEET 15 TO DETERMINE, BASED ON AN IW SLAT SLIP (in), ANCHOR TYPE AT SID RAILS; A.S.D. DESIGN PRESSURE RATING (p.c.L); THE REQUIRED MAX SLAT SPAN'L' 0. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER AS.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LN : THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 117 SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED. SEPARATION TO GLASS IS PROVIDED ON CHART le: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP 3; OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4; IF PRODUCT INSTALLATION 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 SIATS IF STORM BARS ARE USED SHALL BE BASED ON CHART ID, ON SHEET 15. R SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2, ENTER TABLE 1 ON SHEET 22 W/ A.S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23, WITH A.S.D.: DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPT IONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B& C) INSTALLATIONS 8A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM OARS SHALL BE BASED ON CHARTIn ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2, ENTER SCHEDULES 1n THRU 20 ON SHEETS 24.25& 2 W/ ASO. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX, 12; V OR 7), AND DETERMINE MAXIMUM M LU N SP3N (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR AGIYEN( 6 8 ), MULLION TYPE& MULLION ORIENTATION.. 3. SEE SHEET$ 1D;:10A, 11, 1 IA, 12, 12A, 13'& 13A FOR REQUIRED MULLION CONNECTION DETAILSAT CTOP & BOTTOM ONCRETE FOR A GR FLOOR TO IVEN MU W ON LTINrnOE ([ RED�OBLL MOUNTINGS OF MULLIONS INTO PROCEDURE 40 IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART ID. ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/ A.S.O. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2OR 3 ON SHEET 23, WITH A.S.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 (ANCHORSA &D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING 4. ENTER SCHEDULES 1a THRU 2e ON SHEETS 24, 25 & 28 W/ A.S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX, 12', & OR T), AND DETERMINE MAXIMUM MULLION SPAN MULLION ALLOWABL INTERPOLA OWEMATITIO IN BETWEEN SPACINGS FOR A GIVEN 5. SEE SHEETS 10, 10A, 11, 11A, 12,12A; 13 & 13A FOR MULLION CONNECTION DETAILS ATTOP & BOTTOM FOR FLOOR TO CEILI© (jRAPPPPED),QR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLIONTYPE( II�GJJ &Ctt��i ). PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES, SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. FLDRIDA BUILDING CODE (Non High Velocity tdoom 7 l Nautilus Ro➢ffshaff fsof4m eyn/u EXPERT SHUTTER SERVICES INC. o<,< two S.w: m WoRE9teeM 17-244 VW ST.. XCE: R. 34M4 ou••u Y 0.) 111 Y3. fLL ml .1 EO • 1 . 146A SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2" SLIP) FORA GIVEN AS.D. DESIGN PRESSURE RATING(P.s.Q, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WT OR VWO CHART Ia CHART Ib CHART Ib' CHART IO USE IM)am VALUE DETWOIN PDmK AM NEGICK A= IA191 USE WNYIIY P058NE ASA. tan VAWE 3/8"0 KWIK BOLT 3 ANCHOR POURED -CONCRETE 5/18'O TAPCON XL ANCHOR 5H8"DTAPCON XL ANCHOR ro m m Rum ML C=B Mnu ro Pamm w1C9n9 A.S.D. MAIL SLAT SPAN "LMX." (FT) MAIL SLAT SPIN "LI , (FT) MAX SLAT SPAN 'LMAX* (Fr) REQUIRED YIN. SEPARATION TO GLASS MEASURED 1D BACK OF SLAT (in) GN YLNL Y0111T m wav► T8AWE0 azBelp► HND-Qlf c y ° xmo♦ NEO-aI R�°`T r/� �4=► WL wwt =Bens♦ TPIPRD YOUNI s: Imisi Bum-wf R xR llL v@lJ r€3 BrnsY BAD-Prt -1R/QE ac Imm► 1wL YOmf mwm► IPIPPm YDAT mIcnsr ONn-OUr 9�N17(: a(r® w05► uawr r/® MIMI► W/o Sf01N z I-] BARS rmm.zox6 4 W SIIXtY BA95 zax WIND zaa 1a 4 r3&0- 20'-0' 15'-4' 2D'-0' 20'-0' 2W' V 15'-4' 20'-0' 10'-0' 2D'-0' 15'-4' 18'-0' TS'-8'. 1' 14 1 2' 6' 7' 20'-0' 15'-3' 20'-0' Ir-0' 20'-0' 'IT-0' f9'-0' I6'-3' 20'-0' 15'-0' 16'-3' 14'-0' 1''14 1 2' 8'7'. 20'-O' 15'-2' 19-7' 16'-6' 20'-0' 14'-5' 17'-P 14'-10' 1B'-11' 14'-5' 14'-10' 12'-9' 1'14 1 2' 6'7' 20'-0' IV-0' IT-0' IS'-S 20'-0' 14'-2' 16'-0' 13'-9' 17'-4' 14'-2' 13'-9' 12'-0' 1'14 1/2' 6' 7' 20'-0' 14'-10' I&'-9" 14'-2' 19'-1' tJ'-1' t1'-10' 1T'-10' I6'-2' 13'-1' 12'-9' 11'-0' 1' 14 / 2' 8' 7' 20'-0' 14'-W IS'-8' IX-4' 1719' 12'-Y 13'-11, 12--1- IS'-0' IV-4' 12'-0' 10'-8" 1' 14 1 2' 6 ]' 6010 19'-6' 13'-9' 1P-9' 12'-7' 16'-9' 11'-8' 1T-2' 11'-5' I4'-2' 11'-8' 11'-41 10'-0' 1' 14 1/2' 8' T 630 19'-P 12'-11' 13'-11' II'-11" IV-9' 11'-0' 12'-5' 10'-11' 13'-4' 11'-0^ 10'-W' 9'-6' I' 14' 6' ]' 70A 17'-4 12'-1- 13'-3' 1V-4' I5'-0' 10'-6' IV-10' 101-4' 12'-9' 10'-6' 10'-4' V-0' 1' 13 1/2, 6' 7' 75.0 15'-8' IY-7' 12'-7' 10'-10' 14'-3' 10'-0' IV-4' 9'-11' 12'-0' 10'-0' 9'-10' 1 8'-10, 1' 13 1/2' 6' 7' WA 15'-9' lip-0' 12'-0' 10'-5' 13'-7' 9'-5' 10'-10' 9'-7' 1V-7' 9'-5' V-3' 8'-6' I' 13, 6' 1 7' 810 I5'-0' 10'-6' 11'-0' I0'-0' 13'-0' 9'-3' 10'-5' 9'-3' 11'-2' 9'-3' 9'-0' 8 -3' I' 13' 8' 7 90A 14'-2' f0'-1' 11'-2' 9'-8' 1Y-e^ 8'-f0' 10'-1' 8'-I1' 10'-9' 8'-10' B'-f 0' 8'-0' I' 12 1 6' 7' 95A IS'-5" 9'-1'- 10'-9' V-4' 12'-0' 8'-5' 9'-9' W-7' 10'-4' 8'-5' 6'-6' 7'-9' 1' 12 1 2' 6' 7' 100.0 12'-9' 9'-4' IV-5' W-1' 11'-B' 81-4' 9'-S W-4' 10'-D' 8'-4' B'-3' 7'-6' 1' 12" 6' T 105.0 Ir-2' 9'-0' IV-1' 8'-9' 11'-3' B'-0' 9'-2' F-2' 9'-B' e'-0' 8'-0' 7-4' 1' '11 1/2' 6' 7' 110.0 IV-7' W-8' 9'-9" 8'-v 10'-11' 7'-10' 6'-10' 7'-11' 9'-3' 7-10' 7-9' T-2' 1' 11 1 2' 6' 7' 1160 11'-1' 8'-5' 9'-6' 8'-4' 10'-0' ]'-8' 8'-9' 7-e' B'-0' T-8' ]'-8' ]'-0' 1' I1 12' e' 7' 120A 10'-W 5'-I' 9'-!' 8'-2' 10'-3' T-5 8'-S Z'-0' 8'-tt' 7'-5" 7'-5' 0'-10' 1' 1. ]' 125.0 10'-2' 7'-9' V-0' 7'-11, 10'-0' 7'-2' 8'-V 7-4' _ 8'-e' ]'-2' 7'-3' STS, 1' 11' 6' T 13G0 9'-10' 7'-6' V-9' 7'-9' 9'-9' - ]'-0' 8'-0' 7'-2' 0'-5' Y-0' T-2' 6'-0' 1' 10 1/2' 6' ]' 135.0 9'-3' T-2' B'-6'. T-T 9'-6' W-10' 7'-10' 7'-1' 8'-2' 6'.-10' 7'-0' - W-5, 1' 10 1/2'. 8' ]' 140A 9'-1' W-I1' 8'-4, T-5' V' r ]'-8' 8'- r W-0' - 6'-10' s'-P 1' IO 1/2' 6' 7' 145A B'-10' T-2' 7'-T 8'-10' J'-8' J'--,T - 1' 10' 6' ]' 160.0- 8'-6' 8'-O' T-2' W-8' 7-4' 7-9' )' ISSA 8'-3' 7'-10' 7'-0' W-3' 7'-2' T-0' 1' 10' 6' ]' IBOA e'-0' 7-e' 8'-t 0'. e'-0' T-1' 7-5' - - - 1' 10' e' T r NCI 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/810 KWIK BOLT 3 ANCHOR OR.. 5/161 TIPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. NO, 02017 m1Em NO. wim s to MIX m p41C 17-244 or mcr MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/ 3/9"O KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A3.1). DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALLMOUNTRAM SLAT t NOTE: �SPAN� MAX. SLAT SPAN FOR A �o� GIVEN A.S.D. DESIGN PRESSURE RATING SHALL ypEg EXCEED MAX SLAT SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET' 15. TRAPPED MOUNT BUILD -OUT MOUNT P�1 Rj1..T�1(j FLORIDA BUIIUINO WOE (Non Rq0 Yelxity RuM.. ZwreB �o. ,.: * as CRDI„N�b. Nautilus >W� IL EC N.. ROWNgShWl w5je 0m mM/n BI'b �., i�LLli'lCWll 0 W M41N�f: CCYV�NY EXPERT SHUTTER SERVICES INC. 'j ••. E'n'••.OAID �,f` \ ,[NINU aA, r Wes. n om' f626 SW. 641WNE Sf1ULT ,•., i `m'"< Fgfrt Si. lllt4 ,L N98� 17-24! • `s t I,I.,,e.d°�""'„" �f � WAI]FA A THIN i. PL ,Ig00A t<. I H16] 9RR I6 V 1t "' II SUIT SPAN RANGE 061GN > 4'-S' t > 5'-8' } > B'-]' t > T-9' } > 9'-12' } > 12'-18' } > 18'-20' 1 s JB.B B' 9' 9' 9` 9` 9' >a1-60 9' 9' B' 9' B' 9' 7' S 5/8' >bl-BO 9' B' S. 9' 9' 8' 4 3/8' S S/8' aet-t03 9' 9' B' 9' 8' 6 1/2' S 5/8' - >toe-130 9' 9' 9' 9' 8' 6' - - >12t-I so S. S. 7' 6' - - >t11-I60 9' ]' 7' SLAT SPAN RANGE Oe�TI IE 0'-4' } > 4'-5' } > 5'-6' } > 8'-T 1 > ]'-9' } '. > 9'-@' } > tY-16' } > 16'-20' } s JS.g 9' >Jf-w 8' - >bt-80 B' - - >61-f03 - _ - >12t-Iw 9' T >fa1-160 SLAT SPAN 'RANGE P18A�lIRE 0'-4' 1 > 4'-5' 1 > 5'-6' } > 8'-T T > T-B' t > 9'-12't > 12'-18' } > 18'-20' } �n10 R E E E E E E E i 30.0 9' 9' 9' 9' 9` 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' 7 3/4 T T 5 5/8' »t-w 9' 9' 9' 8' 9' 9' 9' S. 9' 9' 9' 9' 9' 9' '. 9' T T 6' S 5/8' S 5/8' 4 5/e >41-60 9' 9' 9' 9' 9' 9' 9' 9' 9' 9" '. 9' 9" 71/28'S5/8'S5/B55/BSb/B'S5/B'>B1-008'9'9'B`9°9`9'T55/B55/855/B'S5/8'>BI-w59'9'B'8'61/26J/4'BJ/4'S5/855/855/8->t08-1209'9'9`9'8'0'61/26'6'S5/Bi5/B-->12f-Iwg's'8'71/2e'61/2e'SS/8'S5/8'S5/e-->u1-160B'6'TSS/B6]/,'63/4'S5e55/8'S/8%...- [71/2� - - - - - - - - 1 J MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING. TYPE W15116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD& SLAT SPAN RANGE T WALL MOUNT Atu. SLR SPAN RANGE T ti4IE: MAX SLAT SPAN FOR A SLAT SPAN~ GIVEN A.S.D. DESIGN LOAD [o] SHALL NEVER EXCEED MAX SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART - SLAT SPAN DEFINITION ON SHEET 15. TRAPPED MOUNT , BUILD -OUT MOUNT UC •'."; �• �+• j FLORIDA SWIDNG CODE (Roe Sigh Teb ty 11n m gum) *t 44167 csanmmcwc Nautilus IL ECOFNo. RatMugSAmror System oepR/v �((]C 1 TIW> tte>IxC a [N01N�RRI4 fAUPeNY' EXPERT SHUTTER SERVICES INC. uw - •�•'�� R D-F��•�R�' t1 1 11 eW xi yp x. W Nme, n vow �it�n-i�w.Pn i(nfpx-1» 1626 Aw. MLt E 6fREET 17-244 � y EN6�1j11 ®N 4 N m PoRf Sf. WGG R NBB1 n xc m Nesm . R t n s o w>e c u VILtFR A 1LL11f u..1 P.E. SAS E OAR lea tt / Nto> omul gA�lAC Rwcx(oe0 0'-4' t > 4'-5' } > 5'-6' } > 8'-0' i > ]'-8' i > 8'-12' i > 12'-I6' t > I g'-20' } s JD.O 8' 8" B' e' g' 8' 7 1/2' S 1/2' »I-10 g' 8' g' 8' 8' 8' 6' 4' a1f-64 S. e' 0' S. B' 8' 4' ] S/4' >91-BD g' g' 8' 8' l' 4 1/2' 3 7/1' - >ef-105 g' 8' B' 6 1/2' S' 3 3/4' S J/4' - >10e-t30 B' B' 8° 5 7/2' 4 1/2' 3 7/4' - - >@t-I4o g' 7 1/2' S. 4 1/2' 4' 3 3/4' - - >HI-160 g' 6° 5' 4' 4' Iaa SLAT SPAN RANGE aaa� � RM4(P✓I 0'-4' } > 4'-5'} 0 5'-B' } > g'-T } > T'-8' } > 9'-12' 1 > 12'-16' t > 18'-20' } s J0.0 6' 6' 6' e' 6' 8' 6' S I/2' »I-W 6' 6' 6' B' 6' 6' S 1/Y 4 1/2' >trt-66 6' 8' 8' 6° 6' S 1/2' 4' 1' >m-eo 6' 6' 6' C {' - >et -foe 6' 8' 6' 6' 1 3/4' S S/4' 3 ]/4' >f06-I30 6' 6' 6' 6' 4' J J/4' _ _ 6' 5 3/d' {' 3 J/1' 3 3/P >f 41-160 6' 6' S. J J /' 3 7 1' - Aso. SLAT SPAN RANGE 0'-{' T > {'-5' 1 > 8'-8' }. > 8'-T i > T-B"i > 8'-12' } > 12'-I6' t > 16'-20' } � E E E MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W/ 5116"0TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL, A.S.D. DESIGN PRESSURE RATINGA SLAT. SPAN RANGE t -WALL MOUNT tm SLAT MAX. SLAT SPA! FOR A GIVEN A.S.D. DESIGN SLAT o PRESSURE RATING SIIAU yp�6 EXCEED MAX. SLAT .SPAN. INDICATED ON SLAT PERFORMANCE. CHART ON - - SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT BUILD -OUT MOUNT Zane) ,Its• ,.•' " '/ "T ILGRIDA BUILDING LADE (Nan. IB00 Velo ty HuMcone Nautilus a t` na.q $1, o,at„a a . `INS * t 4167 E_C D Roll0495AvIferJYaTmm m/i+rzt, EXPERT SHUTTER SERVICES INC. 163E SW. BRTIOPE SfPEfl INC. p ,im.,Esnuc a. mc1NEEwec cowA6r 4 Tl n>. mn %a rvpt.a nAm �Frs; I7_'144 •.. NID►.,.. �"006'°°°° %"', 9_�"a�.w m,1 n�-owa a...mc . � 3NQ, to 0<.1B ,YLIFR.A ,[N Jr. vL ¢'! us... S � �� ii<II✓m1. Im. I NI6, AS. OEStlN P� RANOE (pa.f. SLAT SPAN RANGE 0'-P Y > 4'-5' t > 6'-6' i > 6'-T Y > T-6' t > 6'-12' Y > 12'-Ifi' i > iB'-10' 1 s 00.0 6' 8' 6" 6' B' 6" 6". 4. 7/2' >61-t05 6' 8' 7 1/2' 5' 4' � P RkICE f.) SLAT SPAN. RANGE 0'-L' i > Y-5' Y > 5'-6' i '> 6'-T } > T-6' i > B'-12' i > 12'-16' Y '> f 8'-IIO' i s 30.0 6' S. 6' 6° S. 6' - >41-80 >B"o >6t-105 6' 6` 6" 4 1/2' 4 i/2' 21/2- p1/2- >1o6-tm B' 6' S 1/2' 4' 4 i/2' >txl-�+0 6'6'4 1/2'3 J/4'6' - SLAT SPAN RANGE RAF'�URE D'-1' T >_k'-5'-Y > 6'-e'7 > 6'-Yi > ]'-B� > 12'-76' Y ] 16'-20' Y pv�� ,L E E E E E E E E E E E E s J6.o 6' 6' 6' 6' 6 SCHEDULE Vo: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN .POSITIVE AND NEGATIVE A.S.D. LOAD) SLAT ~SPAN C�—j *NOTE SLAT SPAN DEFINITION _... MUSE SE THE RESPoNSIBILIIY OF THE CONTRACTOR OR PERMITHOL7ER TO VEPoFY.THAT DUSTING STRUCTURE 15 DESIGNED TO SUPPORT Vx AND Vy FORGES IN POUNDS PER UNIT FOOT OF SHUTTER HBGHTAT BOTH JAMBS. SEE THIS SHEET FOR Vx Vy VALUES. Vy SIDE RAIL . ••'•"• L,_ •';` FLORIDA BUIMING CODE (Non Mgh V0.6ty R.M.. 9arc) �LV.C�SF SYY.44187 L Owl ➢Imo m.. Nautilus qutln B/: *: l *l * � Y �L E�. 01pe. Rd➢44B�vder5yatoin ®�Rn .:�$4* Eyp},;+ nwi_lcmnx : cxciNScux,a w�rxxr EXPERT SHUTTER SERVICES INC. 5\ ]]\MNY ANC ': P (�\ meat Swl' m umin-w 18$9 SW. Bl1Yl1PE SfxEfi P.W V. ax08x 1T-2" x1 ALE��IIT( [s .mn wora. L.M.n xxo-oma 1p.,5 Ell* vumr P.E. SFAL/SIG1i�i MTE am A murr. oe T U�' 1 uiBl Sx[R to arac MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6—T > T-9' > 9'—T2' > 12'-16' > 16'-20' RATING (psO Vx by Vx Vy Vx Vy Vx Vy Vx. Vy Vx Vy Vx ' Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 - 300 >31-40 10 80 10 1-00 386 120 440 140 398 _ 180 823 240 1328 320 1823 400 >41.-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 1.60 616 200 767 240 796 280 1007 360 1695 480 2422 600. .2547 596 >81-1'05 123 210 550 263 711 315 1142 368 1372 473 2009 591. 2492 . 838 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 211.2 640. — — — — >121-140 552 280 960 350 1003 420 1612. 490 1869 630 2039— >141-160 781 320 1186 400 1322 480 1873 560 1740 640 - — — — — SLAT PERFORMANCE CRART lb & ICI: (ONLY VALID FOR iI2'SLIP) SLAT PERFORMANCE CHART IIbl & 1101: (ONLY VALID FOR I/4'SLIP) MAXIMUM SLATSPANAND MINIMUM S ARATION OGIASS OR 'GIVEN WOOD GRADE, A.S:D. DESIGN LOAD IO.9.f18 T S P I'd AND iIXiaGNEXMP%IMIIMaS.D.0E61GNiRE65DPEMtIN6(PLAaNDBMUflERftONNTCONDIf10N FOR FORaGNENMFIUNUNA6.D.DE$IDN PRE6SURERPTNG (P.paNO6NUTIERMOUNTCONDIJION FOR SHURERMOUNTINGTYPE FOR WOODFRAMES WALLS WI2Y.<'S 0$. INSiaLIAnON5Y00 S1aPM6ARSPEROETAL3BELOW WSTNUATIONSNWO STORM BARSPERDETNL2 DELDIN AS PER LIMITATIONS ON DETAIL 1 CHART Ibl USEbi CHART 101 CHART IIbl USEi CHART IICI ua IWMIA W601mmI FinaT Aw 10DM •sD.IaO IBG lD1D YA2�lC ..^ Is WLAM VSt oDW3xvomncND IEB116E ABn LO.0 I4£ VN�LC A60. &16'O TAPCON %L ANCHOR 1@JL� _S�IAT W�' OU VIVOTAPOON%LANCHOR MI.N1.. _SU�T N uw.• (il) MACARM'Lw.r.• MAX.SPAN SUIT SPAN (R) REDIBWD IN SPPARI01@! ib. L� TO EAoc OF SLAT:0.) YMNAY OAsa Wt REGUMFA MAY. SUIT SPIN •LTu1L' (It) W, SEPMAWp TO CARS; 16RIF®10 a (PN TIRE Ivme PAm0pT YaJq '€3 wme III Ya9Q I€i .4 e 1 • W 0 STORM RMS � (MO RvRt .6 uaY[ �3. .ours i W p SLORM fl46 WI9 2a ES t-a WHO 2aR • WINO 20NR- 1-3 WNC Ia1E 4 7-0 Ip•-o• Ip•-p• w'-p• B•-r. ' r. 6 1n' SOA . 0'-a" 0'-3• w T-r r 0 t e•. 0&0 » 10• o 101-0' 10F0• r-9" I. a 112' =0 » 7'-1. ]'-B' J'-9' r-3' 1' 0 1 ACE » to'-0' t0'-0' 10'-0' J'-s' r 8 1 V zo » )•-0' ]'-0' . ]'-)' r-D' 1• _ e 1 6" 46.0 .» f0'-0' 1p•-D' 10'-0' ]'-1' P B 1 2' ISA »• ]'-{' 7•-4- 7'4 6•-9' 1' 6 1 e' 5a0.» f0'>4• 10'-0' Ip'-0' )'-0' 1" 6 12' OpA � ]'�1' J'-S ]'-S d'-1. 1' 0 1 6' WA w 10'-0" 10'-D' 10'-0' 8'-9' 1' 6 I 2' SSA •» 9'-3' J'-S r-0' 6'-4• I. 0 i' B" WA •» ID'-0' 10'-0" 10'-0' 6'-9' Y 6 1 Y. WA w T-J' T-3' ]'J' W-1' P 0 f 6" SLAT PERFORMANCE CHART III1: (ONLY VALID FOR VS• EUPI FORAGVENMWMUMAS.O.DESIGNPRESSUREMnNO(psOM'DSN RMOUMCONDITIONMR INVAWTpN9%MOSTORM B.V S PERDETAIL9 BELOW CHART IIIbl Mbf CHART III431 UZ IYVIY YY]E®®I1(�.T NO MDO[ASQ.IDO �YAJIItl ��ASA IA40 VALUE &16%TAPCONXLANCHOF YIN. SLAT SPAN .L�•. MAX. SLAT SPAN. 'UM' (Fr) Fdgp® ME.5f91RL1pN 70 IW9Dav to e'at OF sva (M) AAA. ROAR R4TEo to I....w .A)Moms F� �^J NwoA A wIm zarm Ia wwo mrt 4 35.0.• 6'-5' 6'-9' 69' 6�1' I' 0.1/B• 45.0». 6'-0' ROOD .•. 8'-I' 6'-1' 6'-1 5`-5' f' 8l 8' SLAT PERFORMANCE CHART IV: (LESS THAN V6'SLIP) FOR A OVER ASD. DESIGN LOAD Dne.0.0HUF(ER MOUNT CANDDION INCLUDING ANCKIAWPEAND MR INSTALLATON5 WN STORM BARS PER DETAIL2 BELOW 6M6•eTAPCON XL ANCHOR 16E motmam N)D6 RE11AQR MsIt..£ m MAAYI01 AND 1GaMNE ASD, IDID ASTI. LOAD V MAY. SUIT I LWL SLAT LitA'A SPAN SPA! m ate 061aY 1. ' LO•D W 0.Dy-mr "`LP.D"`-W^9 W/o snout eas (PsQT3 ua..-3 rnmmrre AA�e MA • 6'-6' a10 •. 6•-r 440 SAO S' 2' MR 5 -J 04 ». 5' • VALID FOR - `546) 1 SPRUCE RE-m-um (04m) O•• v0m.Fi1R SOUTHERN 12 (� w..ryMp Fa SOUDQN - •• _•.•. a BUT SPAN DEFiN1TI0N INSTALLATION INTO WOOD FRAME STRUCTURES {. M GIST ROE ux 1P1lEY aA1S ED®I P29aR AIA IETAf[ Asn IAD MA AUM% Dural MAL sur sPAf •M° (it) PAa ItoSHIIN ® . WOOD GRADE AAAM IaI looW rt W� S A 11P10 Zah9 ATO gait SOUTHERN ME 12 04 S). so. Y'-3• 4'-S• V-0' 1' S 1/Y DWGW-FR-SOUTH (G-0.46) 60 C-5' 1 4'-S• RACE PINE -RR -SIN G•0.36 60 POO SLAT SPAN DEFINITION STSRAS G RDOA) T DETAIL 1 (ELEVATION) KIN.71>T 1. ABOVE INDICATED IAA%. SLAT SPARS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD.. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORCANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE MINIMUM LENGTH OF WALL AT OTHER 510E OF OPENING SHALL BE A'. 0201]MMI)Ba. I .SIDS I 'awns. RORIDg Shaf er5y8fom ay./n EXPERT SHUTTER SERVICES INC. DAN ME.&W. WLIYORE STREET 17-244 irioc Mitt �iT. L E R.Iml.]t-aco un mdn 1 MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (pso AND SLAT SPAN RANM WALL MOUNT & BUILD -OUT MOUNT TO2"X4" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE SLAT SPAN NICE ra•"SOUTHERN PINE @2(G=OSS) Z30,O6. DOUGAS-FIR-SOUTH '(G=0.46) 'SPRUCEPINE-RR-SOUTH G=0.36 ll WALL MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 1/2'PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADEQ SLAT SPAN RANGE wn >465 `>5b9` 967'>7b9`>9b16' SOUTHERN PINE #2 (G=0.55) s 30.0 6' 6' 6" S. 6• 40 F6' 6'. 6' fill 6" 4 3/4" 50 fill 6' 4 3/4" 3.1/2" 60 6' 5 3/4" 5 1/4" 3 3/4° ' 3- DOUGLAS-FIR-SOUTH G=0.46)40 S 30.0 6' 6' 6" 6' 6" 6" 6"5 1/4" 5 1 4° 4 1/e SPRUCE PINE-FIR-SOURI G=0:36 s 30.0 fill 6' 6' fill 5 1/4' BUILD -OUT MOUNT TO 2'kXW WOOD STUD WITH: MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT. SPAN RANGE 9-4 >4'-6' > 5-8' ` >.9-7 > 7-4 > 9-19 ' YDM • ICYII • =-. WY - WNf = —.Q WAMI. V = u =Aa =u YJVIIO WAM t E s 30.0 6" 6' fill 6' 6` 6'j1/2'5 6. 6' S. 6" SOUTHERN PINE 12 40 6° fill fi' 6` 6' 6'6'16"5 1/4" 5 1/4" (G=0.55) 50 6'6"6' 6"6"'5 1/4' .5 1/4' 4"60 6"6"fill 6"6" 6' 4- 4' 3'3' DOUGLAS-FIR-SOUTH s 30.0 6' 6' 6' 6' v 6'6' 6"(G=0.45) 40... 6• 6" G' 6• 6' 6- 5 1/2" '5 1/2- 4 1/2' 4 1/2" SPRUCE PINE-M-SOUTH G=036 30.0 6' 6- fill 6' 5- 6' S. '6' S 1/4' 5' NOTE MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. .DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCECHARTS ON 20 SHEET.. L rsan BUILDING CODE INC. Burriwne Zw wurx er 17-244 ouaa w sa<r. V or a MAXKJm u STORM BAR SPACING (FT) PRESSURE PA71NO +e 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 11'-0" 11'-o"' 11'-0" I V-0" 11'-0" I V-0" 11'-0" 11'-0" 11'-O" 35.0 11'-0" 11'-O" 11'-0" 11'-0" 11.-0.. 11'-0" 1.1'-0" IV-o" 11'-0" 11'-0" 40.0 11'-0" ill-0" 11'-0" .111_0" iT-O" 11'-o" IV-0" 11'-0".. 111_01._ 11'-01• 45.0 1P'_0" 11'-0" 11,-0" 11'-0" 11'-0" 1V-0" 11'_0" 1.1'_0" 11,-0" 11,_0". 50.0 11'-0" 11'-0" 11'-0" 11'-0" I V-0" 11'-0" 11'-0" 11,-0" 11'-0" 11'-0" + 55.0- 11'-0" 11'-0" V-011. 11'-0" i 1'-0" 11'-0" 11'-0" 11'-0". i V-0" 11'-0". • 60.0 11•_0" 11'-0" 11'-0" 11.-0" 11'-0" 11,-0" 1.1'-O" 11'-0" 11'-0" • _ 65.0 1r.-O" 11'-o" 11'-0" 11'-0" 11'-O" 11,-0" 11'-0" 11'-0" 11'-0".• - 70.0 11,-0" 11.-0., 11'-O" 11'-0" 11'-0" W-0" 11,-0,, . 11'-o" • 11.-0" • - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-o" 11'-0" 11'-O" • - - 80.0 11'-0" 11'-0" 1 V-0" 11'-0" I V-0" -i 1'-0" 11'-0" 10'-10' • 85.0 11'-0" 11'-0" 11'-o., 11'.-0" I V-0" W-0" w-o" 90.0 11'-0" 11'-O" 11'-0" 11'-0" I V-0" 11'-0" 95.0 11'-0" 11,-o" 11'-0" 11'-0" 11'-O" 11'-0". 100.0 11'-o" 11'-0" 11'-0" 11'-O" 11'-0" - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0' - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" 115.0 11'-o" 11'-o" 11'-o" 11.-0.. 120.0. 11'-0" 11'-0". 11'-o" 11'_o" _ - 125.0 11'-0" I V-0" 11'-0" 10'-10"- 130.0 1 V-O" 11,-0" 11'-0" 135.0 t Y-O" 11'-0" t i,-0" 140.0 11'-0" 11'-0" 11'-01, 145.0 11'-O" 19'-0" 10'-11"- 150.0 11,-0" 11'-o" 155.0- 160.0 F 11'-D" •• MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM :BAR. W THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTEE THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 0R MORE STORM BARS PER SHUTTER. ,Wmlm. I a Nautilus I -�- 91IET II K S STORM BAR SPACING'B" (m Wmo 2' 2.887' J' 3.51I&D4 S' 5.5' 8' 8,667' 30D BCO BCD BCD B 0 B.CD AkCDRBCDkg.CD350 BC0 B D BCD ABAD. B:CO A.BCO:ADO ABCD OCO BCO ABCD. ABC.D ABCD CD BCD' BCD _AB.CD S.CO BC,OMOA BCD- 'BCD BCD B.C,D gAB.C,D ABCD By0AB.C.D ABCD A.C,D BCD BCD AB,C.DBOD A&CD ABCD A,BC,D BCD A6.C.0 ABCMl.O CD AB D BCD BCD B ABC 750' BCD C0 BCD CD BC BC B A ]6A BCD BCD. BC BCD- BC B A A BDO BCD BCO BCO AB.COABC BC A A A BBA A.110.0 I A.B.C.0 1 AqCD &BCD A.B.0 AB,C B A I A I A - MO BCD BCB I A.U.C.D BC ABC AB,O A A I A IA. 050 &BcoWA.%C BCDBCD ABC AB AS A A A A /ODD BC.DCO B.0 B A A A A A 1050 BCD BC ABC: B A A. A A A 1IOD DBC BC A A A A A A 11MD BCDBC BC A A A A A A 12D0 BCDAMC AB A A A A A A 12MA BCDBeC A A A A A AflA13" BC,OBC. A A A A A A95.0 0. 0BC A A. A A. A A1/0.0 BCOB A A A A A A1AS0' BC:DB A A A A A A3D0 B.CDA A A A A A -ibMA B.C.A A A. A A A -180.0 BCA A A A - - ANCHORS TYPE LEGEND A 3/8. CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (I'C 3000 psi) B 3/8"nx1 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEOMEM'F TO POURED CONCRETE (Pa - 3000 psi) k 3/8"0-16 MACHINE SCREWS C 1/4'Bx3/4" ALL POINTS SOLID -SET' ANCHORS W/'7/8' Min. EMBEDMENT* TO POURED CONCRETE (Cp - 3000 psi) k 1/4'0-20. IB-B STAINLESS STEEL MACHINE SCREWS D 5/18"e TTW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (fe . 2099 ps)) ■ E4BEDMENT R BEYOND ANY FLOOR / CEILING FINISH u�'D ' STORM BAR SPACING "B" (FT) 2' 2.887' 3' 34' 4' 4.5' S' 5.5' 6' M.66Y no A.aCM. BCO I A.B.CD KII.C.11 AA.C.0 I ABCD A,SC,D- BC A.9.c- AB =0 B 0 BCD BCD BC,O A.UX.0 I A.S.0 Aq,c A181C AB- A '40A AM&D AAC.D BCD BCD' BC I A.S.0 BC A A A 450 ABCD ABCD B 0 AM,C A.D.C- BC A A A A BOB %BC.D ABCD &SIOD LOX A,%C- A A A A A M50 AB.C,D .ABCD A,8,C -ABC- A A A A A A .BDD ABCD ABC A.B.0 A.8 A A A A. A A. BMA ABA0 ADC AB,C A A A A A A A TOO A.B.C.0 A.B.0 &a A A A A A A - TSO 1130D. BC A A A A A A - - M0.0 BC 0 A A A A A - - - BMA A.BC :A. A A= A A A - - - 00.0 ABC A A A. A A - - - - oo.b BC A A A. A A - - - - 100.0 1 ABC I A A A A - - - - - look AA A A A A - - - - - 110D A A A A - - - - - - 1150. ':A A A A 12D0 A A A A - - - - - 1250 A A A - - - - - - - 130.0 A A A - - - - - - 133A A A A - - - - - - 140.0 A A IAMA A A A I- - - - - - 1MOA A A- I3BA- IMDO SCHEDULE1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN.(ft) FOR END AND INTERIOR MULLIONS FOR A'GIVEN A.S.D. DESIGN PRESSURE RATING Ios:L) & A MAX. MULLION SPACING (ft)" SCHEDULE2a WALL MOUNTING MAX SPAN(FT) FOR END AND INTERIOR MULLIONS. FOR A GIVENA.S.D. DESIGN PRESSURE RATING (P.S F,)S A MAX. MULLION SPACING Fr) A MAXIMUM MULLION SPAN (M MAXIMUM MULLION $PAN (n) ©4'XnII4'MULLION O1 CAN1/4"MULLION 02 4YP.114-THICK(W FLANGE) MULLION ©4'XB'XIW MULLION ©4-ANI/V MUWON OY 4'%Jk114'THICK 'NANGE) sn. 06mN uAIAIIaI IEIX. ' MAIAnY y p . �0 (IB ) (� MWA110N it NM 2.( MIEMAMN 1 ORIEMAi1M 13. MWAOM 1 ORIENIAMN 02 ( OREMAMN I OM MAMN 2 ONEMA110N I MWANM i2 MWAI02I 2 ENO INR190RDN QR ENO INRRWR END 9AERIM ENO: END flMDOR ENO -IN2MOR. ENO ItIRPpR- Do. IM OR m IMIM E]IO 'aRF]pOR 2P0 SSA 40.0 {DA b0A S10 146A ,560 155,0 20-0• 1D•-U' 20'-0' 30'-0' 40'-0' IB•_S• 1T-4' 10'-6' ID'-0' 14'-2' 1]'-6" 12'-R' 11'-)']'-)' n'+1' 9'-1' B•_tO• B'-D' a.-r `_ • -lo J-{" 6'-1p' ¢'-@' 6'-3' S-lr S•_9•. S'-9 5'-9' 5•-9' S'-9' 5'-W E'-10• B-11r 6'-0' 6•-1' �6'-2' V• r 6' - 6'-6' B•-0• 0•-]' 9-012-0 e'-3'' B•-10'' V_r' B'-2'' T-IC, >'-9''S'-6• ]'-9'. T-0.a•-T ]'-]•' T->' >'-r' r-r i -]' r-]" - ]'-T :. r-i• Y-T ]•-r T-]' Y-)' T-]' ]'-0' '-6' P�D 5'-D• 0'-6'. B•-0•.. 0-0' !'''-'''•''''e'B' 5'-9• 9'-10' S•-10' S'-11' 6-0• 0'-1" 6'-]' •- • 11'-T 10'-11' 10'-e' 9'-ll' 9'-0' 9'4' 9'-0 ]'-10' )'-9' T-9• ]'-H )'-9• T-9' T-D• r-10' Y-7 Y-1C )'-10' r-9• T_B' T-9•. T-B' 9-{. 6'-B' 8'-1' Y-9' F-4' 0'-B' 6'-4'2•-1.6•-r 6'4 6'-T 6'-3'9'-0' D'-J 6'-]' 6'-4' a-5 6•-6• e'-T 6•-9• 0'-10' ]-0' >'-0 i'-2 Y-]' Y-4- )'-S' Y-6• Y-]' I -) 10'-0' -0'4• 9'-1. 0 11' 6•_>• 94' 0•-r )•-lD• )'-0' Y-0' > -9 ]'-9• T-s•W-7- i'-9' S-9' i'-10' -8 ] -10' . ]'AO' r-9' ]'-9' Y-9' ] -4 6-1 ]•-0' Y4".. e'-11' - B'-0' S-3• B'-1 � 9'-1• D'-2' 6'-2• 6'-2' a•-0' 0-I 6•M' 8'-]• 6'-0 6'-9' B-0 9•-Ir 0'-11' 6'-1t• T-0' 7'-1, Y-➢' - 12-0' iR'-6' IR'-B' 12•-0• 17-8' 1Y•-{• 12•_0' III -IV ❑•-9• It' -A 11•-6 11'-6' 1Y-5-5' 11-0 11'-5• 'H'-5" tl'-5' 11'-!' 11-5 Ii.-5•. n'-!• 11'_5•. 11 " 11•-5' 1 '- ' 9-6. B'-01' '6'-0' ]'-11' )'4' 6•_S• 9•-! 6'-4' e'-3' 6'J' 6'-]' 6'-0' e-4 6-! 6•-6• C-9' 6'-10' r-0' Y-0' )'2 T-]- Y-P Y_-9' T-tl' ]'-)' -a . 8'-11' -6' 5'-2" W-11' •_>' 5'-V S'-a 5'-0 S'-0 0•-a .6'-6 S'-7 9-6 5•-9 6'-9 D'-10' 6-11 6-0' 8-1 B'-i' 6-2 6'-]' e•-Y 6.-4 6'-a' 6'-6' i2-6' 1]'-6' 11'-B' 12'-6' 12'-e' IR'-6' J '_0• 12'-6' 47-0' ]R'-5' 13•-{' 12-0. 11'-3 13'4 12'-0 l '-0 12'-3 12-J 12'-0 17-J 12-3 IS'-J R'-3 12- 13'-3 12'-3 '-! S00 3l.0 43.0 600 68.0 OOA 80.0 ')OA ]00 DSD 90A '03.0 1000 100.0.. 110A 1 0O 110.0 1RDA 18O 1{OA IMA' Iw 1 IIDA 2 -0 IB-0' 26-Y 20"-0- 2C-0' 20-0 - 19-9 19'-4' tY-P I8•_S•. l5'-0' 11'-Y 1J-6 12'-0- 11'_r H-T 91•-f Ip'-s' 10-R' 9-"6']'-T e-S 9'-1' a-10' 8'-6' p'-0' •_ 2-10- ) -1' 6'-10' 9•-a_ 0'-1' !'-11' S-0 5•-9 5•-9' 5'-9'Y-)' S -9•)'-1.T-A` 5'-10' 6'-10' S`11' it F 8-0 6'-1• 0-1' 0'-2' B-4 6-4' 6'-6' 0'-6' al.a• B'-T 9-B. 8'-0 6'-10 V_w 6'-1'. ]'-11' T-9• )-2' r-a' T-0• ]'-]• ]-i )'-]' )'-]" )-T i'-0 ]-0' ]-] T-] i'-]' T-s• )•-)• ) -0' ]-6 )'-3 8'-9^ 0 -4' 6'-6• e'-0- 0'-9' 5'-W 5'-P Y-4' S'-P S'-4' S'-5' 5'-6 S-] S'-0•.1., S-D - 5'-9'or S'-B'. 5-10 Y-1p' S'-I1' 6'-0' 6-0" a'-1' 0'-7 B-R 11-0' N'-!' 1W-11' 1u-0' f0'-1' 9'-10' 9'-8• 9'-]' 0'-0• 2'-S' - 9•-Y 9'-3' 9•-1 0-J 9-] .]'-1• 9'-3' 9'-J' 0�l 9'-)' 9'-3•. 9'-0' 9'-0' 6'-J" F-r _ 9-4. S'-B' E•-1• T-6' )'-4' )'-0' 6•-1 F-IT 6-10' 6'-10- e•-10' 8'-16' 6'1'''4'-10' _ 6'-11 )'-Y r-r Y-r )'-]' Yi{' ]'-{' '-S' T-6' ! T+l• ]'-T 77 W. )- l4-7' 10'-0' 9'-']' B'-J' -@'-11' S'-0' a-6• S'-5' B•-r S-] a-0' a'-2' 6'-r 6-2- B'-2• 9-3' V-3'. @-2' C-0" 9'-2"''MR C-S' B'-0• 0-P•... 9-T S-1- - 0-0 )'-r ]'-]' 6'-11' -6'-3' ♦-10' 4'-B' {'-6' 1'-9' {-S {'-B- {'- ' •-I1• S'-0• !'_I- S-]' 5'-4' S•-5•10'-R' 8'-9' 6'-10' 6-II' 8'-tY Y-0' Y-1• -2- 13-a Ir-6• 13'-8' 12'-6' 12'- • IS'-1' I]'-0' 11'-IV 11•-9• fl- 11-B!•8 l'3 11'-0-IR-0Iwo 11'-9' 1'-0• 1 '- ' 11-5 11'10'-0')'-0' 11'-5' ]-0 e'-11' 0'-9" a•-2' 6'-11' B-]• 0-6' 6•-6 9'-6 8-6 5•-a 6'-8- 5'- 5'-9. S'-1O• e-1 '-1' 3' ]' -1. 1_ -B' 2-a Ir II'-6' 12•-6• 1 w 12'-0' 12'b'la'4' 1T-w IR•_S•t5'-9'5•-9 IY-e'UM14'-2- 12'-r 12'-3 lr At2•-9• 17-3 12'-3 I7-3 13'-39'-10• IT-3B'_S•6'J' 12'-0 17-3 V-3 iR'-3 IY-3iW.O ULLION MULLION SPACING: "S" - MAXIMUM MULLION SPACING SMALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULUON ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. 0201] Raukag5N~5"I'm t IIIICaDO LM1CJ IM1' P.E. SEAL/SONA1pIRE/MIE I -agi oO'.u. i'iito alvxr m arm MAXIMUM MULLION SPAN (10 MAXIMUM MULLION SPAN (BD ©4'kSSlifd'MULLION OO 4kSYU4 MULLION 4'xrxIX'THICK(U' RANGE)MULUON ©4'x8h7N' MULLION ©4'x8'x114'MULUON G2 4'xTxi/4'71UCK 'FIANGE(MUW ] A waBN NM. pd 1' IwIWGAI Ix'-0 12'-0' 13'-0• t '-T 1R'-0' 12•_O'. 12'-0' 1R'-0' 1 1 '-D' lY-0' IT Ix'-0' 13'-0' 1➢'-0' PoN RIES (Oy1G ap0 JLO 100 . 40A 000 6a0 em tl0. m tl0 90A f00.0 2-0 12'-0` +x'-0' IT-V 12'-0' ID'-0' I 'ro' 2'-0' 121 11'-0' IR'b' 12'-0' Ix'-0' '(I1A4•) ]119 ESD 10.0 -4W 0p0 . ee.0 600 ` AO )AO: W.0 aLO . M 100 100.0 10AA I' ORdiAMIN x OWDRACN 1 CRBITAIION 2 MERlDOlI 2. WIT OREMA00N 1 0PIBINT N F ORIxl1AlI0H I. ORIWAIION 3 ORRMAMxI f O =A110N OIIFMARON MD IMRAMR -B B'-3' e•-9' 8'-{' 6'-1 Y-10' 9'b' B'-II' 8'-B' 0'-5' 6'-0• B'-I e'_ 1• 9-B S'_0' It -a ILA-tl 14•_T 10'-P 9-6• .9•-6• 9'-1' B'-11' B'-9' 0'-6' 0'1' 0'-1' e'-0' r-10I ]-0 >'-]' m B-e B-r a'-9'Ir-a• W. 0'-1' '_lll' ]'-e' i'-R' e'-I I' 0'-6' 6'-J •-S' 8'-1' P-11• 0-B '-0' INRIOdi 1 -a Ir-0' IS'- ' 12'-0' 11'-9• 11'-a' 11'-0' 10'-0' 10'-a' ID'-0' l0'-l' 9'- 1' e'b' 9' 9' mo I'-6' IT-0 tl•-e• IV- 1' IT-C B'-10' 9•_6• 9-1 6'-B• 0•-} B'-3' Y-11' T-B•. T-6' '' '_1' IMEyxxt 3-a 11'-I1' I, 10-11' 10'-7' 10'-r 9'-1I' 9 b' 9 -6' 0'-T B - ' e'- 0' '-6' 9'-e' '''`'B-0I _ MD IBIRAOR IN-0• B•-e' T-1' 6'-9' E'-6' a'-J' Y-10 -6 T- • )'-0' a'-1Ir e'-3 8 1R'-6' 12-6• 12•+0' IS' IS'-B' lr-r 12•-8' IY_5• 1 ' H'-5' IT'-1' 1.' •. INSTALLATION) ENO 10'-1 B•-r 9'-0' e'-1' )'-9' T-5` Y-2' C-11' C•_9• - '-{' 0'-a' '-I I IMFRM a' t2•b• 11'-a• IS'-e' +1'-0' 12'- S DID II- 10'-Y B'-Ir M-J• 6'-D' 6'-1' ]'b' a' -I+ e'b' a'-6• 6'b' '6 -3 WIDigR II.-G.0-9 10'-11' m•-6• 10'-1' 9'-a' T-5' 6-11• C-Y 0'-R' 9b' ) -1 Yb• mu B'-2' 6•-S. e'-C 6'-i' i'-10'- ) -6' >'- • B•-11' B'b' 6-S' e'-r e'-1' a'-11` 6'-9' enluttR I' 1 '-B` +2•.n• H'-J' 1T-W I1'-6' 11'-1' 11'-0'-0•: 10'-9' Ip'_r to'-0• B'-B' T-3' a-8 %b DID JY=B' 1 -0'� n•-B' Ip'-11' t0•-C' 8•-Y 6'-6• a•_Y )'-11' Y-6' Y-5' ]'-0 INRNpi lib. 11 -11` tY-W 10'-11' 10'-Y 10'-J' ➢-B B'-O' B-0• 6'-10' 6'-e' B'-0' 8-] N10 l0-i 10'-0' B'-0• T_'. B'-1. B'-e' 0'-J' ]-10' T-0' - ]_3• Y-1' )'-0' 6'-10' T-0 001500R 1 -6' 11'-0' IY-6• IT-C @ -6' I1•_e' J1'-C.. 11'- ' 1'-6' 12'b• .13•_B• •_ 1•-5' 12'-I' Il-9 3M1 1 -e' 12 '-6' 11•-to• If-r. 1C-0' 9 7' 8'-11' F-]' 6•-a• '-r ]'-10' Y-5' -0 - FKI 11-J' 1O'-1' 4-Y B•-0' e'-6' B'-I' ) 9' )'-x' 8'-1C 61c6• 6'-6' 8'-C - a'-1' e-0 IMRWOR IR-a 12'-6' IY-a• IT-C 1Y-6' 12'b' iR'_B• Ix'-B' IT-C.' 13'-6' i£'-6• 1R'b' 2'<6' IS'-0 '-a• SCHEDULElb' ILIMITEDLOAD MULLION SPACIND&SPAN INSTALLATION) FSOR TOCEILINGfTRAPPEDI MOVM]EDMN( SPAN III, FOR FND&IT LAMS MULUONS' FORA -GNEN A9D OE9IGNPRE39URE1 /LANDFOR1G(fG3E0&R-0'IGSEBI dill MA%MULLION SPACING IRO _ Il7X Ol9a1 1106MM IN1 M UL I SPAN m G 4'i16•x1A'THIG( MUUUON G1 4'xFxll4'THICK MULLION GJ 2x'e WTHICK MULUON ' sxlN2 �' uuumx 1I kit ODX 1 {O)t 11 kk. 11 k!t mR (0)t H t DID) (0)t DIO INIEAD6' p!0 'INI1. 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ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. P.E SCHEDIILE2a GIMTTEDLGD MULLIONSPAGNGB PAN WALL MOUNTED MAK. SMN Im FOR ND81NTEgIDRMULlIONS FORAONEN A.S.D. DESIGN PRESSURE RATIN010 a I fAND FOR 1T-0`IC0.5E II S S'-0" )CASE III MAX. MUWON SPACING Ifll' ap1LMIDl CAS ltnc Bm 1. CPES4ME (P RUINO.r) sM6MT TN" MMON SPAN 0 4'x6OWTHICK MULLION GI 4-&A10THrX MULLION G3 2'xrxlW THICK MUW(MI pA)rtNDfU fit '1 (0)t R 14t 11 14t (0)t. P k4t. (0)t 6No unFRNR 'END OIIQaOR on3Roe BAD 11RCRION Sp0 'u'-0'. 'IS'-6• I2-D' AA tl'-0' - li-B" 12-a'_FYI•—IT 1X' V ap0 I9'-0' _ 13•-9• Il•b'. IIG' 6• _-_ 11'- ' -�D m` ❑•-OF H'-Y. C-11' 10•-II ._1.'j_ - -mn -I2'-V Ir-V 1D•-' lo'a IT-e• u• 660 12'-0' B'-t0'. IO'-3' t3'b' II'-0• ll'-C. P_S• B'_11': H'-B' _ I1•-U• 1 _ . _ 91-01 1. 310 9'_0 - 9'-0' .,-0' 9'-V B-C - 9'-0• cmw 66A 0'-0' 9'-0' e'-0' 9' lOC eb' - B'-0' B'-0' T-0• T-W - B•-0• BDA 9'-0• - e'-0' MO - 91 -0• W-W 9•-B•. 0•_D' 0•-0• I 0'-0• _ 0•-0• 0'-D• T-0' 02011 9lM1W RnBID99mW]SpN1111 � Bp 17-244' V{yalB lb SCHEDULE 10 FLOOR TO CEILING(TRAPPEDI MOUNTING MAX SPAN (R) FOR END AND'INTERIOR MULLIONS FORAGIVEN A.S.D. DESIGN PRESSURE RATING (p S f) 8 A T-0" MAX: MULLION SPACING (H) ` SCHEDULE 2c WALL MOUNTING MAX SPAN fFTI FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN'PRESSURE RATING (P S F) SAND T-V' MAX MULLION SPACING 1 A op 1 IAJUSPI IMUM MUL ION SPAN (10 �1 PNM MAXIMUM MULLION(FT) SPAN (E QO4-.B9W4'MULUON bt 4'k8^A/4'MULLION G3 4 ICK ©4`xB'k1/4'MULUON G7 4'>tB"z1/4'MULLION G2 4k7-xIWTHICK(MVFUNGE)MUWON INTw iHl•) YL0 4g0 CpD mA BeA COA 0A 100.0 10]A flu IINO svcYa B')' T-0" T-0' T-0• 7'-0'- >'-D' -0' Y-0' •-0• ]'-0' >'-0' ]'-0' ]'-0' Y-0' (A�fa" R 7-0' ]'-• OIBENTAP014 1 MOMABION OPoEMATWN 1', ORaMA00ti ORI2MAINN 1T ORIFNOONN I DRIEMAIIOX 1 OPoENIATON: 1 ORI[NIAl10N 2. OPoEMA]ION i. 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B'-1. w 9'-1' B'-11' a'-10' d0 12'-0 1 R2 '-B• 2'-B' 13•-6' 12'-8' 12'-1' tt'-a+ 10'-1 IT-6• IT-3' B•-ID' T-1f T-T 0'-1' T-10' T-J' INIEAION I2-8 12'-B' 1-0' 1'-B• IY-e' I 12'- ' 12'-6' tY-B' H'-6' +3'-{' 1R'-t' 11'-10''-0' W-10 I'-8' ❑ -]' ll-1' tT-+Y d0 13'-e '-0' tz'-6' 1Y_B• 12'-6' 11'-6' 13'-0' '-e' 42'-6' - 11•_11•. 11'-g' 11'-2' f0'+10' 10'-0• INIENOR. 1 -B 1R'-e' 1Y-8• 12'-]• +1'- 1' +1'yY LP-]' 11'-0• 10'-10' -10'-]' ID'-2' t0•_D•.. 9'-10' T-0' 9'->' dD 'IR-B' 3'-0' Ix'-B' 1Y-e• 1 '-0' 1Y-b' 1R'-0' It'-IP 11'-e' 11'-0' 10'-{• 10'-1' 0'-10'. 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D'-B' B'->' 9'-P B'-+0' w 8,-6' 9'-{• B'-3' B'-f B'-0' g'-0' T-g•. g._]. 9'�l- 9•-P.. B'-11' B'-T B'-r 0•-2' g•-{• 8•-• g._1. 1R'_B' 1Y-0' IP•-0'. 12'-g' l2'-B' 11•-B• 12•-0' JY-]' _ 10'-]' D'-11' B'-0' e'-e' 9'-{' -. B'-x• B•-11• B'-0•... g. 8'-10' g'-Y g•-4' g'-T. B`-O' J'-1M ]•-8' T-6' >'_ 1Y-O" 13'-B' Il'-0 lx'-0• tx'-B'. 11'-a' 12-0' +1'-6' tY ' B'-0' B-]' 12'-B' B'-0• 1T-B•. B'-Y B'-10' 6-e' 13•_0• •+0' J'-0` 7 i'-g' T-8'0'-10' T• 8 1' Y-+' ]'-P T-O' g'-10` B'-B' 0'-0' ,_B-P a-T" IY-B' 13'-S ]-B^ ]-B^ I2-T tY-6' T-0• 8.-. B._B. B.p. g'_t' t'_ >'y' + _g• UWON -MAXIMUM MULLION SPACING SHALLBE SUCH THAT MAX. ALLOWABLE :SLAT SPAN FOR THATA.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. j MULLION:ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. M CODE MULLION SPACING:"S" I / IILIEGDEwc °"` EXPERT SHUTTER SERVICES INC. �p►DA' ,x LLnsrmo �. d�wx ix NP 1620 S.W. mtl+lrAE sOlnIt 17-244 NYAPI�EY'Yb;ud13 w. ""°® osmgmi o"" RCM. 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