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HomeMy WebLinkAboutPRODUCT APPROVALr L 114/2018 Florida Building Code Online =100i BCIS Home I Log In i User Registration Hat Topics Submit Surcharge Stats & Facts' Publications ' FBC Staff BCIS Site Map I links 1 Search F� r Product Approval g?, USER: Public User SCANNED product Approval Menu > Product or Aoollcation Search > Application List By St. Lucie County Search Criteria Refine Search Code Version 2017 L# 12246 Application TyperOdUCt 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 FL# Type V Manufacturer Validated By Status FL12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Roll -up •Aoomved by DBPR. Aooravals 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 Florida is an AA/EEO employer. CoovrinM 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 mail to this entity. Instead, contact the office by phone or by tradRlonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.225(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 emalls provided may be used for official communication with the licensee. However email addresses are public record if you do not wish W supply a personal address, please provide the Department with an email adtlress 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: r—T Wfl Wq K9 - f SfCLl1'ItVNI'SR11C5" https:/ifloridabuilding.orgtpr/pr app_Ist.aspx . 1/1 Z .m. u r m Ol p P g -a'6'rn'�'zO'yyn og g n Lg@ Y g�E�'R� �. i� x gg m p 6 q RRp l g g - a z 'llll g= m T g 6 9Fi o�'� ^��o� � *z�Sq1 .F,[ >;i Of i� rK F �,•^ u �� F :.� T�L� TNT pi Ri.. qTy IX `� o �� S•A' "� 9 � x� CQ � 30i O 5 � k' 9a �.�SS$�p Pn�mA�F 1.� w YO�8 �ngiRr ul�t F! tNtYY 1�l—Noll jig i�3GoioA.o 10 b l^ sr r V U>I'1 m QyQy T Y�t3 g a Ilii/Ilrii/i/i� Y >a ve a j1 �t`� Qgy a o gg yy Na d\t� pp8a L_ y�V x •,��"'0��.�j ' �,�* � K 8 ' _�rE yi � V.� •.._ }!{'/ � � a � b my N� \ \:}A\I.'�' }�}�1 �y{�+{j1� y V� �9 ivy _ 4 N..• � �� � ��� � ¢�L�. �, 5� ^ �Q� µ NiQ A� t� l'2 Uw4n0 � K�� �,apWO O �t� >. � ��) � �'�'` � ,�� $ \ .'\' mNn� �V �� V V}� :YY� � yF=• a. 9 t, a �1 n NE p3 �nPr .a.'_"'S #1 0 '^FRAIL ��a.nnxaouuauor `u�nt ei^tc� .uaii.CPAFA i0 fm la A v O.LLW' CUARItICC.EErb££te SUIX FUU Ndl hi6vaNL At WN 1N0.M.WCPJ5111G'R. #8 W9 UE BUILD•OUTTUBE mesmuw unXurn was vr.r OF TRAPPED ANGLE OG 4t8MUWON O 4xHMUWON ALLO ga}nKtaeWnKlm.. 94e4n/tWaYKIV( ep}te WmvuT 6cue.fP.r dMR M.N s^NX.v+•r .. COMPONENTS u 4. MA J u,•�r .feu=---x.n•— • t¢TM,A e,>� � � ry. � h a m4erXnrovust�wrXnera+ wF .OPTIONtlt M1k�N0.1111K1 ( LOUD mc.7 i y j v � Rem Px ..fry. �( Stml � �'. STA T Ate•— _ ewu.camAuor wue fv.r BASE SLAT 2M �A1.4 ewc:wX.• wm• awr yy a Aw• L H /RD-0UT TUNE 1 UA104wOMJIJiW BCVE,P•r Et HUIID-0UT TUHE LR >nMW4 LLt��iAai>w uRs aryP a "+�. 2' nx6+n,nMMwrww.artce' O"10N MMTIWA> IT na oQew ...twe LAOS ACETAI BUSHING "' �fitf WOPI�WBeINWF4 XXX wsn,uy,e . mmX.naX�mm lEM1E 5115•i5X1 YFIIX 5tY m 'eunXAaemauaemm 6S IXi10©MkS:6lYM Q RETAMING SYSTEM SCREW. BUSHING ewrv�•r ® HUILO-OUTTUHE 'aesnuu ..Xuor r DMEA tN'0a4' lTWA WE.OEz 7R WALW ts>� SN6'016ul!DEZTA Q xiANCHOR cua�.e,su 1 BAR JU YB'0FiL71 WiC:NWtlCBOLTGANCHOR .O.STORM emenuuwfXwXum erxc+P•r FLOAKA. UNUW6 COOE'tNen Byn Yaiecay ITIemm Zm� _. C'ktli metro ee.. ,<m RTHI- f.... vnNIM 4H, 2 d. SIDSEND CAP HOUSING (BACK& TOP) .040THICK HOUSING (FRONT & BOTTOM).040 THICK SPRING BRACKET SPRINGASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10- ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLT; BOX Y/6 8 Y/7 80� Y/8 K D run �(t1P•) V/9 K D NEAT �Y/6 k Y/7 �(iw.) i--END CAP I END CAP END p CAP sun — WAn sun {t�� STAB Ff ( la n SUT$ �S sU1S �q ova — — sus ofa 3 ota — — sv b 0 e 0 /8 0 /8 ag6 0 /8 W/6 6Un ��., sFeAS ro n D sins p (TYP: Eo. END) (Typ. Ea: 'END) YATS ID/. rY�G& / . / slo�M,M ®Y/6•k Y/7 .7 -ua, war v 11 -SS[CSbHWtCE IXI Su[S la A �) TYPICAL. SINGLE'UNIT ELEVATION W/O STORM ..BARS • •s ua. Sao vu, ('SC A'.v1EW1tS. D2VIEW 151. NOTE: SEE SHEETS 2 @ 3 FOR COMPONENTS. NOMENCLATURE. SINGLE UNIT ELEVATION W/ STORM BARS N'T't .TYPICAL NOT17. SEE SHEETS 2 & 3. FOR COMPONENTS NOMENCLATURE. N.T3 PROCEDURE FOR SAT INSTALLATION GIVEN A SHUTTER.N IGNTt CASE 1: %WTOI HEIGHT EWI W 1 T ll•-W IfT11iJ•B1E70 INSIP M-S, W/O Vow Ban W/ SMw BV6 Ut W/ Woo IM & MA11024 W/ 161Gn5 IV To (n) ACONM ISUTS �DFTM THE WAY DOWIt5E4 SLAT I SiULI Of Y:lt. FK7(5) WT NuV PpDGE W f01t A Wo:5UT5 INMWpWmNT ABE CONTINUED UOt. TWA. SNUIIER NIGITUL SLAT F m WS'TAi2E0 B{TORE EMON SUT 6&wy YMY WDit; SINTIER•S HEI04t. ".( . (A) GIROD A/.T®MOST i I1w s otvw ID. `t, yyA�7fW,T V ... •'/`p 'z Wt .CASE 0• sMUYi6t MKM WiCER TWI Irro• AYFCICAEV TO msR:LWIWS k'/o Siam JP �P J��•yt,,, 'E \ FLORIDA. DWIT)NO, WDDEf((NN. WIGn V t ay RuIdcmw,3an) aNTS AND W/ on W/o WHIN)NS W/ HSGNTS IARGER TUN lrro: / tWl. t{4'i ol4,y n,Gn aG... Nautilus (a) WITNON 5 s W/ Fl SUn AT Tait, NALDO'ED DY Fi. F5• -. TMERE.IFIER...ALL THE WAY OKHN,UCN SAT F s OHM OF WN. " (5) StAn Pt' THAT SAT =. BE � .Qy L E C 0 RTng Slultfelby&Bm NDA1 M PRDCA RE FORA G sun RiWNWARO BUCVI Fl SW =NIWUED UNIL Flo St AT 6 04TAtl£J. Yi 010 AW M WRa . ARWTONIE Flo a /� 'a IEIe• EXPERT SHUTTER SERVICES INC. nrz SUS MUST DE USED TO COWPtFTE 111E TWAL SHUTTER ryLTGIr. "O 1C` \ , i •..«... jj nwl .[SUxc a n,E:nfleuro Wu.urt aea wx Ww <m. As wuvum ". ":nM 161a Sv.. 4nCRE sRESE 7-24< (o) SDTTou 4At©LAO BE N.WAn WSTALLED. p 11 yS�/�OqNi((.�''S� ltl w .wlmwv.� mai a..000avavrt' 'roa ttro nw awe N ar.:mm. °a°01a W'. PF. SUVIUflE/OATE - rtC4L1 lSr. I. Nia]' sel 4 oIa ua... ARKOOX SPA= on S(Amn r� a ]El W-1/10 OR W-2/11 OR G or © or W-3/12 OR W-4/13 a .>L .f,�/ ���. f/i'e'-A.`!1 ;�{rF1F�. ;1 F�fi1Tf!!•'Y!/r--� ENO CAP 1 f ii I ii it 1 11 ll it I II FI i kl I �IV t i mIV L I I J I 0/8 RV or i � I u n ;I r i or Ault 5U 5 A d� //5 SLATS q 3 �W 0/8 n suss 'o C, (TYPI. Ea. END) r WEB MW-1/10 OR W-2/11 OR W=3/12 DR AN Nor. StAT'SPAN Mar: SLAT SPAN XI. SLAT SPAN (SEE SCKMUXS ON (SEE SCHEGULrs ON (SEE SCHEDULES ON SHEEP Is) SHEETS IS,Ili to) SHEET-15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION +, +* W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 &'3 FOR COMPONENTS NOMENCLATURE. .TS. PROCEDURE. FOR SLAT TNSTAtIATtON DIVNEN A SHUTTER NEIGItt1 + CASE 1So u1 HFKaFt EQUAL OR 1LSS THAN 11*-C. APF`( E TO RWAIt TmNS W/O VOR4 SAFS, W/ SIaRM tMRS ORS W/ STORM 9/f{S & MULLgNS w/ HEWHIS W TO W-0'. (a) CuuI s4 WmT W/ /1 .SLATS AT TOP. F9LLOio BY f2. 13. -.1 THuR 7 R. AN. THE WAY o4UJ. iSa>; S:AT f SHALL NoVsoSrr OT LNE.(5). SV25 or THAT 51AT NUIISER: oAaA=UPE foot A0NN0-SLATS pOYMWAla BCI.O1r s1 SLAT. SHN1 sE'CONONOE UWRL TOTAL srySR1ER HP4M IS CONF4E'YEO. CUANMY W fMM:. SLAT NUN MtNSTu o �'rOft:.-OmwO SUY U WY VAR,WOH SKWTf(YS HVII(r. (a) SOTIOU SLIT®W% SE ALWAYS 4M0x1E0. ++ CASE.2: SIIUT1E11 "STOUT LAR49t TNW II'-o• APRlaA9tE ro LVSTAwVoN W/O Sam SAR ANo W/. tiULLN#i5 W/ NENINIS LAAa TiuH 11'-0'; (o) nmm u s TT0 sxAm voxxsiv � Fm (5) S AIED � PTtt�Tfy.+i Nu�w PERRocmUR: roN ADONS SUWS:DONNJJRD MOW.; fi:SEAT S'VLL SE,CONTLHUE UNRL f10 SLAT IS NWEO, ArM IIo SLAT IS INST"M AIAAM .'f10 SNtS MIST OE USEDTO COUFI TIiE'TOTAL SKITTER INIG4r, (a) 8017W SLIT®IQV E :. AI.Yi4YS INSTALLER W 1/1OR W /11 OR �W_3j12 0(� OR W 4j13 Ru eIR sP1,�1c %&E ml SM1TET ]2) N,.. � SNoh* 45C SSSRtE _ K o 1tFM V/9 {O'P.) OY DeOS 24; 25 & 26) // ox n i t li n I J i� Ii it /i S I 02 i] Sl,Km — 1 1 i ll 3 li P 8aP 8 1i 'StAS II 11 SUTi i I I i I SLATS 1 I 'SLITS .. II 11 I I Iloilo !1 C! 11 -III R8• 11 R8 I I or '. ' I or "— R'/ i i R' SSTSATS' 7' D +I _ (TYO• Ea. END) 1 I 1 fie _SLITS NAr: swu @Nt. s-A 1 j10 DR W 2/11 CR ©W (sEE'SNECt 7]) W-3/12 DR W 4 13' I� V 9 j `-' (TYP Max, SLAP SAAN Max. SCAT SPAN Nnr SLIT SPAN (SEE SO'HEDLII.M ON (SEE SG Ufth ES ON ' ($EE SGEDUtES'ON SHEET 15) SHEETS 15 &. 76), SH ts) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION + - ,Wl MULLION & W/ STORM BARS NOTEi SEE SHEETS 2 & 3. FOR: COMPONENTS: NOMENCLATURE. _. N.T.S. rLORRA BU401ND CODE mat" 5 am bp6a TN d n W/ vaPE9 WtO,s n W! 2 1/4^ Wn. 1•.1•.f/e• oa ]12'.f/s- i!a e,J/4• my aJ400c TEx :aeM 2 t/+' Lfia, E48EO4RRI COfKRE� [N�ONENf a IbD.a0.069' 9Al, ND4miuu W! 1''OD.aO,AeA' G+tYNUZCIJ SREt de Ib.9.0AE0� GlV. '% REQ-0 STEEL W.URidi 0 24'es. "FEEL HALTER O 24• a.5; % �� 2 1/4' 1Fn. ONkb9EplaJ.T WNi1fW O 24• e.c. O O 2! k 1' POURN WNCREi[ GOIi1fc9 AOxCREiE OR GROM Fulm �'ONRE9 pK. 4 WALL TEMOCK ' 3 j O P APExw _ m L m mma ?I (B�fl'Mt0) � (BElAN9) yi (tlEYOrc6) i - e m, 1a �Wum 4N a i 1 / avn e LSEErs i2 s� N:cti02 F AI Is mvE e ie. i A' �s;s`isan ! A a:. SE➢AR MN t 4b4 SEPAMM - Nb. SUIMTIM TO GV55 2 t9 C1A55 to (SEE sommm LaET jls a extEtao�t 15) rcnsaems j p °" SDIEE YM t 0/8 0/8 0/8l o ova : /e , ' I 8 cw°mcm+cnE>F ? a wuR� xN^�nE e OWiCREfEOLOCK 2 POURFA COfKPEtE OR GR047 fM1tC9 (. H4L RE94!RED 2 i AIX CR94ff FItlE9 REONeM. E GON'.FflE 9LiYJf a� � . FDa2 OF 2� WNL RE9URE0: -. • FDGE .OPEWN,--Tp : n 1.. OPENI or ; � 1 t 2 he o f 2 f/16 I. NN E.O UN. �- t 1!2•at F%2•MDl2'aC4M-. AlUN. J/ i%F+ > f 2'k1's091{2'i�WilT. j INGLE W/ 3/Iab'T2P00x5'n W/ I AUIu. tt,GtE. 5/16b TN'Cdn XL W/ _T 2 1 4• M f43'ALffNt o 24* .s. PpIiRED AONERETE 9/1A'. TAPD043 n w/J 2 1/4' be. WM (re-3 W Wn.):Rzem 2 1/4•.wG: E4BEW7iT 9 21•:Dc. 9:34' ..c.' ' WALL MOUNTING FLOORAP RfCEiLING'lTPED MOUNNNG BUIlO-0UT'MOUNTiNG ' f. fnn SECTIONS f EN Tl([/j✓'.: ORoa"s6unw"d t .a skn vdooro-NKNa�W u° INSTALLATION DETAILS ON EXISTING POURED' i 44167 Nautilus CONCRETE OR GROUT' FILLED CELL CONCRETE, IL ETT COFFE9. UTTER sEawcEs (NC. .BLOCK BUILDINGS [SPEC ,7_2ae SWE3 i6•. t' +!y'� U MRE Si.'1)1M'. FL. 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Pc WIQ * - sE .nz,wvs g 'sv.M�v ' au arch 2q Ktr sMA "I �. 2a1. i W 21 q II yisum b I sm.m b 0/6 ) 0 8 +. 0/8 1 CIA'' (2) 21r w wrxoas i ji Sol u,ovms +°•'ate -1 psi an vW 21 jh,1 D a� P L R8. 8 arc. wz�s D C.. l/x'., 1/2taa2r � WEEf - I 1 ( I 21 to S1tmaKCtO2-. 1 •-E[w 4 �. uuu .xmt �m+a,Ev�a, L+d•. rwWiis tt 2 i a/fa't iw XI. ,Y/ 2 , ern 0/e ) l 0/8 a. i a 2A 2. 0/8 POM. acm 1 omYawW C x wW ) j cmc cmmr fare xK.:.am. .: muusar wwaP RIX"A➢ "aaoP 3ti41 cL[W�R[D O Cla ADO RIYAE PE6N'Afif..5u9 2�aNn'FO rc N2 52+8 IscL 'Wo 20) a2MMID. cza fl4FR TO) © P1C 2,E�W6 ASK SHEET M) 1i20NJvCF. l`�2 51ECt'2q)g WALL MOUNTING WALL MOUNTING BUILD-0UTMOUNTING. BUILD OUEMOUNT)NG SECTIONS Y-Y INSTALLATION DETAILS ON T . WOOD BUILDINGS � GEN$� ✓9 nnBin ,BunaNc a a. man vm«alr gPM a 2.) *l T67 a a,x vm do Nautilus ��. ECOEac: arz scuff IXPERT SHUTTER E5 INC; L5 _ ws uw fw Y mumI-W 17-244 `s. S/pNA�ll�yiitjl "" m��u,Ro�Pye.laru� eba. H-eWmia'..ftic ].nu P.E. SC1J./awiflE/OxtE !t�aa alc / aa,at am a a'x Cfu 17 h te} � Iro aW i f'I.USN MOUNT ALLI t�\\� SECTION 0'-0 (PLAN) SECTION 0-0 (PLAN) ORIENTATION UI ORIENTATION /2 WALL MOUNT ENO UWON WALL MOUNT' END MULUON (SEE % \@ 04 ac sur U TRAPPED MOUNT UNTAPPP► Df�f OUNT BUILD —OUT Y!!!J 1 n! UT IWW6R M WON TRMPED NOUNi INTERI R MUWON INSTALLATION DETAILS INTO_MULLIONS G G1 G2 . 1, 1 - a. ys• , L� 0 4.,. � � i /� 4. FLUSN MOUNT (WALLI L(A) t(z)BUILD/OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS w v'-:r Y IL�1V�Gi �. I � I�I I�.II•1�1�•/.l�l `I SECTION 0'-0' (PLAN) ORIENTATION U WALL MOUNT END NUWON WALL MOUNT END Q INTERIOR R IM B=10k ME. (Non Fqn V Nautilus xoumyst.0 4m. EXPERT SHUTTER SERVICES k wIc 17-244 nawlo . sm a orr 1/2 ANN. 1/2' W.. ED and 3jeo Cµk-N A^1C161R5 (c) 3/6'e CALK -IN µ DMS OR 3 Nn. ED. 3 Min. LD MR 1/!•0 SOLID -SET ANDNORS (a) 1/4.0 SOL16-SET ANCHORS OR ED. PER a( E.D.--I•-ion i/To iwx MT R. Enmaom MORON; / (4) 9�6 eDOFI ZEDL. NSKIN RS ,� � (SNRN 94R'CONNECiION. 1/6 Afh. EO f/@' Nb. EOM-t---ipR 511e, YA COH A µmoons / 1 3• 1•r SEE TABLE 2 ON SHIFT 23 5/16"e TAPLDNS KL W/ PEM1� TAE }E=AN'�RX;RO £� 2 -1/4' V. EYDE01v'M 1_ (Typ. TOP ft. DOiLO±!) tr 1•D D.34.06V CPLY. y STEEL w.Asifm a 24 eA K .Df(i3tl0R z• z•,a}1/ew'-s• (6os3-16AyLaq POUPEO GM+CRET a Y @ -0 POWED CONCREii ALUMINUM ACLE CA.. SIDE W/ Q'N RIO S' mirt; i (f. x3 Ku)' 5° ms. 2' 0 0 ROCK 1201ARE0 p I /16'e TAPCOIIS KL TI"-CK'RE00RE0 ((pp) 1/47 14e!//+' xiR' TIX a W/ R.1//+'M'm. •Y SCREWS TO SLDRM OAR q i i EWEEDaafNi tr / j 5•—� (Tie, TOP A DonoM) P Ib.0 ap 11 II 2WASKER 0 SECTION S-S 4' os. 1" 0 @ ODA 1 I � n 1 - nrxnT rnW ruu I p 1 t a I 1 M.i5:16 am soma a I eox(' FOR VAND ZOKEE;- � n I I 1-3 t. p I e I 1 DETAILA n 1 i O; f a >kT/4' 0-20-CR Sje'-e-S6 NRCHL'NE'SCI V4' N.I(-H RYCW. 7 O i0R p t SEC 5TEP 3 8N SHEET TA i0R SPECNI ly' 1/Pea 3/4' SOLO -SET FT'3j6•e a r t/s CSUL-W ANCHIDIM .. xiNOi OAE-+ I T'Gp WuAD 20NE5 1 11w01� i' wn: FOR a �SPECINELT Saw.L BE tiiT 1OOEiN'A Of ANCHORS' AT RE AYE an WINO ZONE-•6 I STORM EAR$. APE REIOMI. (SEE DOT_& :0(IERIOR iY i SEPARATION To I o i f 1 (2) 1NCNORSe PER CLASS a SPURN EBARLE CON::ECDON. (SEE 5CHEOULSs ONI 'A 2' Miit'FOR 4 I i D BEE DSLE J ONSHEE[ 2S W55 O SHEETS 15 8 wi 1 3 xtNO420NE^5 y (TyP. LOP Lt 60Ttt1M) q (2)SmOfJ.K M eNtlfCR OR F jj, !. 1 f Ea1F100A y� a sEPA 1N& To (2) 1/a a SCA.ti( ACIWRS.OR 1 i� {.. G, p, GLASS (2j 3/w, KWtt63LT TT ExPR%WN (SEE SCHEDULES ONE A R6XOR5. OR a' p 1 ° I.u'EETS 15 tr 16) 1 (2).5/16'0 WCON Al.ANDROID t' 'E L E%ISxItG�-� I 'K 'Daum p_ OLAss 6 2•' 1 _ EKISiaYC�. ® 7 LA 2' 1); ALUNAYJN MOLE EA.. SZET WAtLOr) GLASS i 1 1 I 51 a r^W-^-^7 S7 (2) 1/4 t14A! a' 1111`j}UIM.1EK SCRf1RS l0 M eMa e I I (%10v�onxgo I (Ire. ro/60na) 5• (Tm rav-tr I3OTrOM) p a. ° A @ SECTION 81- $1 (rn,. W/Wi 7n. i (m MOTION) ° R 2 1f16 4_ NR Z IP PORED CONCRETE, '. �Ne1 ED - ED + 1 1/241 1/2'N 062'>CdxT. AUUw O O (ic�3 bii 5• mry e.' ,ROLE N/ 5(Ibb SSPWtS )h W/ LiUIR .z 1/4• Nm. aSmAaan o 24• os,. 1NOK RY ED 5 16e T EMBEOyW T 0:14 0c, a >__ waLi MOU �' � BL�b�at1C f EDOE DY s{f8 R APPUCaS,E lrwn. tMx'acbb DFFNICV%E ♦ t r0 �9 fiDRIOA EVLLOiNUWO£'(Wen6ge Yvlaiiy 9Ymimib 8erc) �. 1/2 WIP. co-1/2' 0. ED-TOR !/50 CALK-W mxQwnS, 4416T eamrTiaD ec. aex a Um. ED. 3 wa.. E.D—•ILiOR x/.+'e SWID-sEr ANCHORS , * - Nautilus -N• iGe. E-0. "•f Km.. 9.o_-35/1 -0 TQY.ORRO M'PIORS •O t * p /� B0RrP09aetl�Sl+Nm uVEHei 1/e• NIm ED .. 3' 1/6• Alp; ED.�)�FTYi s/I6'e 1APCE! aL AVpMPS •!Q w _ I E C,Q IMD na .n A raup nanxR a rmwcaamR wtmyn. 'EXPERT'SHUTTER SERVICES INC. a4'p •• BA .n...a . aa.aNO1",, Lamiv v. a taxa ¢W:.tntuae s+R¢T 17-244 FLOOR TOCEIUNG/TRAPPED AND WALL MOUNTING: STURM BAR n Nz'S/ "••• G1J' NAL6H 1,1 e•bmax,a. SECTIONS V Nxma A Tau: W, P.E BEAN` J/Ia" • 1" PL TUI2/OATE. euamxxID a ..tax 6fa[1 Y lrA i• Trn. t or /8 (m. EVJE K SUB U' 4PPLICA4f ' Mn. Mry 0/8 or R/8 or R'/8 FLOORTO CEILING/TRAPPED MOUNTING! MULLIONS M OR SECTIONSW-F END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION S01LE• Or . f BOLT 72 EZPM`519N NOWON F1 3'.3°1/2'W'-4' (BOBI-TB ALLOY) A... ANGLE m SOE W/.I2) 3/4'01 U 504TS TO MS K(GT& m3 4'1 KKK SOL TZ W ANCHOR W G- W, GABEDIIINt To POURED EONOPETE.(Typ. TOP & BOTTOM) SECTION X1-X1 W/CGi " (END & INTERIOR. MULLION? W/ ORIENTATION 1 1) (6-o4 (6061 T76 9101) lam- 4161£: EA:: SIOE W'/ (2) 2/AV TH u BOLTs TO'MULLON &—� (1) 3/4'a K BOLT TI E%PAASION MN k W/.6- M,t. ME-somw To POURED CON'CRLTE ITO. TOP & BOTTOM) SECTION X1-X1 Wh.(G'Y ,(ENO & INTERIOR. MULLION) (W/ORIENTATIOM'1. 1) OUI /2' ALTERNATIVE SECTION X1-X1 Wl (G7• fENP -A 1 W RI AT (4 x61. UIL-ki M NtirruyAN.ld• Ft» SIDS W/�+/ya) (I) 3"Vys/4' BO x MUWDN �.y k (1) 3/4Y t W/ BOLT TZ ExP ffiY MICNOR %/ B' um..EMBEDMO{(TO PWNEO OCNCflETD (Typ: BorroM) (END MULLION ONLY (INTERIOR MULLION ONLY) ALTERNATIVES SECTION Xl-X1 W/ (K/ ORLMATION 1 2) {4°2sry U:�. EA. (+EE SCHMULE ql7 F- EASE DF 3I T IPi.FA4E-"I \*\\\\ i dl a 3' °L e 9 GU%SSiG GtA55 n v II p �qN 6 I f FO ggO n C^ ® t n or"t— on R/8 or i R'/8 e mo EDSE OM 4 l WT. EA. Fit SEE s EWtE n C¢ti.".0.?fE ; 3W M4. SC utE IT. 0/8 or R/8 or W//B VA. ED. SCHEDULE FLOOR TO CEILING ITRAPFED MOUNNNG I MUU)ONS CGl OR" SECTIONSWI 0 • S1DOE BAIL (0}AND B011 NDT SHOWN FO CLARITY Ovi M ji@pw ACA) aQ(Do a Do") m, a imTi m neum¢ VWY.. Ca4m w SYF¢AEIt; M¢t MsG¢ATOn ck= L la a a m SMII )5 ( wm LWA wam rpA ADD 7m PS)AIGTNj: N71U1¢N Off I - Ui!(M41L no COVAUTAL IFW.A1¢14 al)H km pal. W ASA re;C:i FBESSld ntm IY-T UAS.WY UMN)'1 SPADIG_ sa SOMAS P a 12 ml 4B(nmic 'rFSCs. EXI�eDR F�wa ¢� m - FFe€1gNt 4¢ CO!IYS6Nt NR(CK R/ SEDB pal. Wna ASD. GS) fflSAl� RAR'iC. f-0' 4/a w iTaCs t a 12 sa s>IImn13 Jl a 12 mR .vnnawa sTEa 16W W W ¢ff II - CdN1+G1L MftKAlAkrm timm W. YAAYUH l nr3.'F PiE54tiE m7r, f-D• 4WY;fY 4JNAV SPA= M SDNFPI:ES-11.a IS MIT IDtleQY+l: T INTERIOR, AND END MUWON W/ ORIENTATION S :1 Y (4'a8- INTERIOR MI1WON ONLY W/ ORIENTAAON # 2) (4"z8" immmiuR AND END MUWON ONLY, .•If,I{j((f90Frj�•.]) INSTALLATION * No 4416T .` 1 in\t nn. nlatn t\IM11'1 a.T/.1 -"_ -. SCHEDULE j1 WVOMAM a Im (M. w a MUTT.) W�c sG INM-M SCppLGwW q¢1/e'. FOeZR rASRNOR La %rV M ? wltxra+io.e Jai.aRD,(ol? eXJ,mTnGa mitt a®almcoRT!aa RA Mn-M5fJ�M rFsmm (C W/ aaaaa fcR {cJ t . OROF, wRRAq P/ 01.4NTAigRS J1 oR n �• e' ,n•...lan vs Tsnt �F ,: 0aWu��(Fa+ c a�en,iva T/IXGC11,1TONn)agp'(owY T/ al/f' ]t/Y ¢ e• tnti lain W. 191$-N 5'XM1W OR 1/i a Po.tR l4'RN¢i - 60LTItlm SFE . n01F Wit ie�� u vwp rDR rnA a !OTC IrS1AMS c a �• e, ! oasYratKars /t cR A SCNEDUM J2 'peT �^eM W11: flA0 AKIIeR „rt a s� Qrr..mp a IDROYj - IDS IC" � ¢�leclnmrt �a L I. f II- y 5/e t� �. H SREY a e/0Y POYLn.FR1FN[n 2 1/T ] 11r r H rl Ito I-- mw I 1 To— { / 1 EDGE APPMCh9lE` \ iDCE if FPPUGB:E� AIpX° POURED_ (fo. J lalEn) I '{ 73/4' Mtn. E.O. 2 -- — 2- fi. READ. 72 1 ) D)4•' E.O. J. END w 2' 1 POURED CONCRETE (i'e ®3 kit Mtn.) POURED CONCRETE - �EQ.tEO.. 1 8" Min. THICK RE04 EXIF7EOR Ire - ] ksl Min.)' —\ 4`EYIETDOR Ell ; 1 z• G OR© B" Min. THICK REDO. 4. 6'6R G 7R G7 J8'.�r q n �8 _ 'T 3/4' 41n. F�. I I Q I { T R/8 or n S 1 R/8 Or 1.414'a/8 1W61-76. AUM T AVCLE EA SIDE. 7 (11061-16 ALLM EDGE IF APPLICABLE/ Alum: WKAt W R•/8 c Rj/S EDGE IF iPPUS<9:E _ (Aso o's"TrsA°P Eol MAY BE SECT16N'X242 W! iG) OR (�� ALTERNATIVE SECTION X2-X2 W/ (G7 OR (G * cuss ~i 1 1 Au & INTERIOR MULLION) ° I 1 PER SECTION R'—R' ON SHEET B.) 7 1/2'xi 1/2"xO.062WONT. ALUM. ANGLE W/ 1/4'Px}/4- iW BIADEX TEK SCREWS 0 24' o.e TO TUBE. (EN D &INTERIOR MULLION} ( ORIENiATiDN 8 l) (6W Or 8"N4j .,(END (W% flRII;�TAT10N & 2) '' 1 1/2' — •SIDE RAIL {NOT SNOWN EOR.OtARITT 1 EDGE IF APRICA9tZ� WALL MOUtMNG:.MUWONS OR M CO POURED NCRETE-WALL SECTION W-2 ENO&INTERIOR WALL MOUNTED MULLION INSTALLATION EL4Enif8'-,- cwn m�co ae. SERVICES INC. ' R_MET Im' 7-244 t. x6e. Ir aIIt It p'Te REOD. ffis q/g�p R/8 or R'/8 0 �� VCSan. 8 V\`, xTjz•\`XW 1 'Mn Do _ ] 1n- a lY ] I/ EDGE T t/4b4/4' M WIDEX.IL'4. S"M w/ I. OO.0,06V DM.. A m STEEL: EDGE Ir fPPLrA$I.E ^ 1 2�J. HASHER C 24• a 7— Ma Oup &/B• "); AWN. TUBE (TDP L W/ 2 1 w/ EDGE IC MRIC/51E B/18'4 SAPCONS XL 4/4' ] t/2• Vim. EA. T 4' , EIiA. fkSETk6M 0 24' 4.c. T^Iy_ x j""--.- it i POURED. CONCREtf BrCMIi•'TH CIKNE55 pDQEOR „l (i.c a zaI min.) 4, 00E180R REnD . ¢ND CAP i 72- DO 14�1/{• L_.__T�. 1•,rit/4'EBC51-TB'AItOY) I —�-^' -.G OR GT EOCE,�P AsrucnsieJ ��m.I-Taw V sm EDGE IF i PUC,84 ArccE ra slcE. t j taTE�oR ALTERNATIVE SECTION X242 WJ (G) OR. 43 • ALTERNATIVE SECTION X2-X2 W! CGGl� dIi1QB ML619C�, (END: & INTERIOR MULLIONS 11) a ( jW/ ORIENTATIOUN 2) IW/ ORIEP7ATION 4'1T Q/8 or (06" or 4'x8 (81z4) VS or W/8 �(WALL MOUNTED SHOWN. MAY BE ALSO ALSO INSTALLED TRAPPED. MOUNTED PER,: SECTION 0-R', ON SHEET 8.) 1 T/2•xI 1/2'a0A62.CO.YT. ALUM. -ANGLE W/ 1/4"W/4" ITW. BURDETT 'TEX SCREWS 0 24• ox. TO 'TUBE, 6' Lfo W (, In_e.� S W/ D 1/4' NbL E I k.4 :(iM. TOP b E + WALLMOUNTING: MULLIONS nOR ,(� POURED CONCRETE W SECTION r^ Z _ SEE MAXIMUM Q(INTERIOR)',& Q (END & INTERIOR) WAIL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2V FOR INSTALLATION CASES Y & LI' ON E14EET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTN]Artw cisE. P - RESIDENTIAL. AND COMMERCM,L APPLICATIONS WITH i60X,.p.s.6 MAkNIUM'.AS.D. DESIGN PRESSURE RATING, 12'-0• MAXIMUM ,MULLION SPACING. `VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER ,FASTENERS WEDGE -BOLT ANCHORS. IIMVUAM 6SE'W - COMMERCIALS APPUCATIDN FOR *100.0 p.&f. MAXIMUM AS.D, DESIGN PRESSURE RATING„8'-0• MAXIMUM MULUON SPACING.VALIXFOR CONNECTION TO CONCRETE W/ HILTI INC I(WIX'BOLT TZ ANCHORS. SIDE _RAIG.rJD NOT -SHOWN FOR CLARITY 17-244 1 POURM WX (rc -J b 1 B' MI, THIN E a m P. &y 3/4'0 TW,z MT XNSIOM -ANCHORS O. END MMWON:TV E I (ORSWAPM 11 a 12). Na . 4:h E0. R (2 Ja OROu � �AN40[i E.O , � � �(ORIEMATON Az). R J. sal I Tm C M Ot"SUB L 1.. �,. 1 1, i ETX.E DE 3UA Y H�PoVBIC I Ip' iPPMe<AIE. ,FOR {S) 3/4.0 NWLf 2OLT R ENPMS W ' M:n. ED. Mn. E0. i 3NCNORS O INEEFOOR MULLION � .. 1 (OWENEATECN F2). (1)) 8 3/4'0 NWM T j�jj WASSON ANCMORS 0 END MULLION GD (ORIEWATiON4 it k /2). FLOOR TO CEILING I TRAPPED MOUNTING:'MULLION SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SnfE; T/A• I' J• J IAD'-4'- (AOAT-TOTA P ix / (Z) 3/4LE EA, s'DE DOLTS U) 7/4 o NNRU BOLTS TO _ I(O AN ANC k'TK B0L rz EKPPJiSION HOR W/-6' E WB� & =ENE TO PoMk CONCRENCRETE (typ, SOP 'BORON)- j. D SECTIONX3-X3 W/'� (ENT) MULLION ONLY1 W4 O.RIFNfATION 9.. (7'x4j, I- S{DE RAIL 9 AND RO% NOT SHOWN FOR W�� w. ED. EXE C' SLAS ("(SEE SCHEDOEE Twou ADE1 39 MT. E.O. SCKma Cs'a-SCHEDN.E (1) O SEEMAXIMUM 0 (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED.SY SCHEDULE In' FOR INSTALLATION CASES 1, Is k A ON SHEET 25.. (UMTTED LOAD, MULLION SPACING AND SPAN INSTALLATION): U669LATM CASE I RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH f80.8. p.s.f,. MAXIMUM A.S.D. DESIGN. PRESSURE RATING. 12'-0" MAXIMUM MULLION'SPACING. SEE SCHEDULE 81 FOR ADDITIONAL SPECS 'IPSTALLQCN. CAM In — RESIDENTIAL AND COMMERCIAL APPLICATION W/ 0:80.8 p.-s.f. MAXIMUM A:S.D. DESIGN EXiYM PRESSURE RATING, 8'-0' MAXIMUM MULLION 'SPACING. SEE. SCHEDULE III FOR. ADDITIONAL SPECS. INSTAf100N CASE. D — COMMERCIAL APPLICATION FOR tI00.0.p.s.f. MAXIMUM A:S(0;-DESIGN PRESSURE RATING, 8'—O' MAXIMUM MULLION SPACING. 'SEE IV 0"/8 ° 0'�8 ALTERNATIVE SECTION X3.X3 W/ Gb n V M ORIENTATION 1 (2"X7' INTERIOR MULLION ONLY) i E e •SIDE FAIL (0}AND BOX -NOT SHOWN I a AWLKi3E� T SCHcNzC.O. EE SCHE.C. `—(SEE'sCHEDUIE /1 SEOULE'.Bt FLOORTO CEILING / TRAPPED MOUNTING: MULLIONSt SECTION W-3 scat i/w -. r SCHEDULE #I INSTALEATION MIN. SLAS TWCKNESS .WCNOA TYPE IN SIZE MIN. ANCHOR DISTANCE fOR .:•.,CASES... REO'O' {TTP. TOP d. BOTTOM)- EMBEDMENT ANCHOR 3/8'0 H171. INC. NUS-H I P 3/6-0�POWER FASTENER 1 7/2' S 1/Y WEDGE- BOLT ANCHOR L 4. 1/2.0M D INC'. KKAK 2 1/2- 5 1/2' aw II C' 1/2.0 HiLn INC Xwx - 3 t/O T 1/2- BOLT T2 17-244 wwc 0. iartvsx f� 1 1 EDGE If aPPUCn81E 2'dOLUON OEPTH,t/8-Cwri. MAIM, W/ TUBE a: 2 2 1 W/ 5(18'TA1/4'0,3/4' VW B=a WK SCRt.WB 0 OCON$ DN$ %L wj (A 40.4.000- O+tV0ra2ED STM 7 3/� 2 i/6' \ Min. EMpEOMEW ® 24' e.c. eAStRR O 2C n.e: tin. E.D M:N, E.D. 1 t� ''---• �. EDGE ff RRPUtJ.5tE}. t 1 o 4 CNS'Rt P0.4EA �. 2• 7• CCNCAETE (Pc a 3Id Mrt) 8` EEn: 7RCK Rc`f1'D, NI POURED-OONCRETE . I (Cc = 3 ksf um.) ENO. CM B• 2Rin. THICR: R£0'D. +' Dt(DBOR 7 C4.' NOTCH WED �,, I r.- 2• is {TYP. TOP/DOT(OM)' 4` 1 2 3/4• vn. ED. � 4�4-.a/e• tgD6t-T8 Auoq vH 4'uin. D O'ALL MOUNTED SHOWN, MAY RE TRAPPED -� ^- 3 y 0F? Nc•`4 # ALSO INSTALLED APPED .MOUNTED EDGE It' APPUCARZE 7 PER SECTION 0'-0' ON SHEET B.) EXTERIOR SECTION X444 W/. q SEND &. INTERIOR-MULLIONI s y�8 (WIORIENTATION F 2JNJ{ / EI 2 R. 0 /8 UK Eo` t - `7 1/2'x1 1/7.W.06r.CONT. ALUM.. •.SIDE RAIL NOT SHOWN FOR CLARITY 7 3/4- �� ANOLE W/ t/4-,3/4•,ir, Swum uN���� iEK SCREWS 6� -24' o.0 70 TUBE. cotaj coves lE UR m 3 m w,) A 1. 10, � 1 X X tre. xP/aona) t t/2• y 1 1/2- BW.. ta/DmTm4 3T- 7 /4• p Tl MN. E.D. \ O 14'45/8'%0'-10-(6Dfit-76 AELO'O M...N:CLE EDGE Ii.APP10Y�8 'ED—E Eh 510E W� (2) 3/4b THRU. BOLTS TO MtOAwN r Si (`IEi'�S 'T: TLOWW DUWW WOE (Nen Wgh: Vebeit, tf M,Tl a Zd ) (2) 3/4.0 NWIN BOLT TZ EXPANEI9N ANCHOR ` s W/ 5- YR. EM6EDum TO POURED CONCRETE n cm, TM1TECP'm Mw R.: LE WNL {iT'. TCP ¢BOTTOM,:: •{ 44 Nautilus WALL MOUNTING MULLION IiRIDlrg�uncrSyrte7e. °B/"/1' —Pmgt TEWALL .o ••y>>67$_ iN� IL ECO.mc -EXPERT SHUTTER SERVICES INC. aR SECTION W-0 •fl0 • fL'D"- +� tT>� T� n�sl cxavau uin. tn:e xr. oulwwn:.san 17-244 END &INTERIOR WALL MOUNTED MULLION INSTALLATION d + D PgRT : LR1. G ,. " S CrI• � tt1 f1hC%6719 Abfr{pT '119NMt .. MC fl tll•EU] V tWttAA 1W t. VL SGtE:SLQ•/�i"WILTA IE nawr. t><. /.4�to swn sea r' J I EDGE IF 4PPI.XABIE1 F 4 31C MM. E.M CONIINJOJS POURER' CWCWM.(Cc. 3 u W4 W Mn THCI(Nm REO'D. 4.3/8' MM. E.D. ?> VISE I APPUCaBLE ` SECTION:X4-X4 W/ 1 'l4/Li131�L4i� QSEE MAIDMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR IIWALLAITON CASES- I' & It' ON SHEET 25 (LIMITED LOAD, MULLION' SPACING- AND SPAR INSTALIATJON)f MS &VnCN CASE - RESIDENTIAL AND .COMMERCIAL APPLICATIONS PITH-±60.8 P.S.f. M"MUM AS.D.. DESIGNPRESSURE RATING, 12'—D' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE YI/ MITI INC HUS—H OR POKER FASTENERS WEDGEnSOLT ANCHORS.. MWLA11ON.CASE IE — COMMERCIAL APPLICATION FOR 3100.0 MAXIMUM 11 ULLION SPACING. VAUD FOR CONNECTION TO CONCRETE \Y/ HILV INC IM K BOLT TZ ANCHORS. FOR WALL MOUNTING: MULLION Fa3i POURED CONCRETE WALL "SECTION W-0 i �'" c Q INTERIOR WALL MOUNTERMULLION INSTALLATION s I/a a , L RE SWEL.9WWE/OATE I, ....._... I. STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (PAL,) FOR THE OPENING AND DESIRED SLAT SPAN-V 00 TO PROTECT IT (SEE GENERAL NOTE 02. SHEET 1). STEP 2: ENTER TO CHARTS (16. Ib & Ib'jj THRU IC. ON SHEET 15 TO DETERMINE, BASED ON AN 12" SLAT SLIP 0). ANCHOR TYPE 'AT SIDE.RAU, A.S.D. DESIGN PRESSURE RATING (P.A13; THE REQUIRED MAX SLAT SPAN `O'll. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU TO TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER ASD. 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: Lw :THIS 18 THE MAXIMUM ALLGWABLE�SLATSPAN FOR WHICH A GIVEN ire SLAT. BLIP MAY BE USED, FOR AGIVEN AS.D. DESIGN PRESSURE RATING.. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ile: PROVIDES SEPARATION' TO GLASS FOR PRODUCTS WIO OR WI STORM BARS (SEE STEP4). STEP4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS B.MULUONS, 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 BASED ON CHART To, ON SHEET 16, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2.. ENTER TABLE 1 ON SHEET22 W7ASD DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3, ENTER TABLES 2OR 3ON SHEET 23, WITH A.SD. 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,(ANCHORS A & 0) OR REMOVABLE (ANCHORS 8 & C) INSTALLATIONS & ACHOICE OF 2 OR 4ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR. SPACING, PROCEDURE 4b:IF MULLIONS ARE USED BUT WO STORM BARS 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON CHART Tc ON SHEET 15. R SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2.: ENTER SCHEDULES to THRU 2c ON SHEETS 24, 25& 20 WI ASD. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX„ 12', 0' OR 73, AND DETERMINE MAMMUMM�Qr1 SP(yN (HEIGHT) WIALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVE N G 8 ),MULUONTYPEB MULLION ORIENTATION- 3..SEE SHEETS:10. 10A. 11; 11A, 12, 12A; 13813A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR CONCRETE FOR A GGIVEN MULLION LOOR TO CEILING TYPE (fl.�m OaV}GLi MOUNTINGS OF MULLIONS INTO PROCEDURE 4c; IF BOTH STORM BARS & MULLIONS ARE USED 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALLEEBASEDONCHART le, ON'SHEET 15.IT.SHALL BE MEASURED FROM BACKOF SLATS,TO, GLASS. 2. ENTER TABLE ION SHEET 22 W/AS.O. DESIGN LOAOAND STORM BAR SPACING AND DETERMINE MAXIMUM,STORM BAR SPAN(HEIGHT). 4 ENTER SCHEDULES to THRU20ON SHEETS 24.25620 W! A.S.D: DESIGN PRESSURE RATING: MAXIMUM MUWON SPACING {MAX. 17. S OR 71, AND DETERMINE MAXIMUM MULLION SPAN (HEIGGONWl TYP ALLOWABLE INTERPOLATION MULLION TERP LATI N IN BETWEEN SPACINGS FOR A GIVEN (S,o,@_&E)), MULLI5. SEE SHEETS 10, 10A. 11, 11A, 1212A 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP 8 BOTTOM FOR FLOOR TO CEILING RA�� ED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULUONTYPE (J. •N5 • PROCEDURE PER STEPS 1 THRU 316 SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR UMITATIONSAPP,LICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. SLAT PERFORMANCE CHARTS Ia. lb, lb' & IC: (ONLY VALID FOR 1@' SLIP) FOR AGIUEN AS.D.DESIGN PRESSURE RATING I0.6./), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WlOR WHO cHART Ia - cHART Ib cHART Ib' CHART IC USE "A I= 3/8'0 KWIK-69LT3ANCHOR POURED CONCRETE 5115'a TAPCONXL ANCHOR 6178'o TAPCON XL ANCHOR roc9nA Ye1rn ctu eOxcnLt[ m PMBwOY.auAert MAIL D 4d! kA%. SLAT SPAN 'Lum. (FT) SU7 'LMA%.' Q`7) MAX SLAT SPAN 'LMULT (FT) REWNED WIN.SEPARAl10N TO GLASS MEASURED TO HACK OF SLAT Cn) RATING (PM wr1L 11W 1a M1p # 11UIiN IKVYT is tom ♦ aan-ctrt ° w eoD-a1rt Mara wfQ la carts ° WML "IT sr IOIO Y Ta1➢FfD a09G m tmin 1t �O�WpLTrt1IT >u` ° • Muyart mxwt Wf(b ffi I411R ♦ iMTL Mom su 9i1ts i iRV"Ap taPmt Di ca+1 &Mart '1 .M114f i -art wVxt rf(L'j YS t69p • W STO1B1 BIBS +a 1A6120BE W STORM i-] a n W]Va 20HE 30.0 20'-T 15•-l' 20•-0'. 20'-0• 2T-0^. 15'-P I20'-0• .18*-W 2C-P 16'�4' 18'-0' 15'-V 1' 14 i r s^ r SSA 20-0-0' U'-0— -20'-0" 18'-0" 20'-0` 15-0' l9•-0' 16'-r 20'-0' 15•-0' I61-31 14'-C' W 1- 14 1 2' _ 6' ]' 40.0 2W-0' 15'-2' Ir-r 16'-81 20'-0' 14•-S' 17'-C IV-t0' la'-11' 14'-ST 14•-t0' I2'-8' 1• 14 1/2' 6' 7' 45.0 20'-0- 151-a' 18'-0' Iw-Y 207-0' 14'-2' 16'-0' 13'-9° tr-°' N'-2' W'-6' 1' 141 ,e' r SSA 20'-0' 14'-10' fa'-9• 14'-2' 19'-I' 1]'-1' 14'-10- IV-1Y 16-2' I]'-1' 17-6' _12'-0" tt'-0' 1' 14 i T 1. 1' - 65A 2O'-9` 14'-B' IS-B` 13-4^ 1T-6' +T-4' 13'-+r 1T-1' i5'-0' 'i2'-1` I2'-0' 10'-6• 1' 14 1 2' ON 7' NO 19•-8' t3•-9' 14'-9' 1Y-7' 16'-8• 11'-r IX-2' 11*-5' I4!-2' 11'-r 11'-4' 10-0" 1" 14 t 2' _6' 7• 55A la*-4' IV-11' IS-11, 11'-11' 15'-V Il'-0' 17-5• 1D'-11' IT-C fl'-0' w-10' 9'-6' 1' A' 6' 1. 7041 17'-P 12'-1' IY-3, IV-4' 15'-0• 10'-r 11'-10" IP-Y IV-V 10•-6• 10•-4• 91-V 1• 13 f/2'. '6' 7- 750 16'-B" 11'-r IV-7' 10"-1p' 14U' 10'-0' 1%'-4' 8'-11' 12'-0' 10'-0• 9'-1a' 9'-10' 1' .13 t Y e' l'— 50.0 151-9' 111-01 IT-0• 10'-5' 13'-0' 8'-5' IW-10' 9--F. 11'-7 9'-5' 11-1. 8'-6' I. IS 5' 7' lY-0' 10'-6' fl'-r 10'-0• 6•-3' 10'-5• 9'-Y 1V-2^ 9'-3' 9'-0• 8'-Y 1' is' '.6• 7' 90A l4'-S• IW-t• II•-2' 9'-8` '2•-6• F-10' l9'-i' W-11' 10'-8'K71-10"7'-9' - a,-iw 8'-0' 1' 12 f 2' 6% 7' W-6' la-9' 07-P '-9' 8•-Y W-9" e•-r 10'-4' e'-e' 7'-9' i" 12 1 "6' T INA 1T-8' 9'-4• ta'-5' W-1' 11'-8' 8'-4' 9'-5. a•-4' 10'-0"- W-3" 7'-6' 1' 1Y 6" 7' I= 17-2' 9'-0' 1 -N' B'-9' 1t'-]' 8'-0' 9'-2. W-Y 9'-8,' 8•-0' 7'-4' 1' it t 2' '8" 7' 110.0 IV-7' 8'-8" W-9• W-W IW-11' T-10' 81-10' T-11^ W-]'" 7'-9' T-2' 1'11 1/2' r r 715A 11'-P 8'-5' 9'-6' B'-4' 10'-T' T-8' 8'-8' 7•-8" : 9'-0'' 7-e• r-0' 1. 11 I T' 6' 7°I20A 10•-8' s,-P 9•-3 8•-2` 10'-]' r-Y H•-5" 7-r 8'-tf T-6• 8'-10" 1" IY 8' r 12" 10'-2" r-r W-0• 7'-it- td-0'- r-Y 8"-Y 7-t' - 8'-8' .r-S W-8' 1'IY 8' J'130A 9'-10• r-C 8-9•. T-9• 9'-9' T'-0' 9'-0' J'-2' e'-5'' 7'-T' 6-8' 1" -101/Y 8" r Ina 9'-5' T-Y 8'-V T-7- 4-6' F-10" 7'-10• 7•-1' 812'0- r-0' - V-5' 1' 10 1 T' tf' T14aA -W-4' r-S' a-1' - r-r W-11" 8'-0'.. 8'-10'_ 6'-4• P__ Jc�.B' J•tsSa10•''''-1't0 _ -�8''- -]'150A 6-e' 6-0' ]'-2' 8"-6 T-4' .Y-9'- 1• 10• �B' rIV e• rt6m a'-0" r-s- s•-+a• a'-o` T-r T-Y+" 1a' E• r * NOTES.. 1. ABOVE. INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & IB INDICATE THAT AN ANCHCR.SPACNG IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND ASA, DESIGN PRESSURE RATING. 2, REQUIRES SIDE RAMS FASTENED TO EXISING STRUCTURE WITH 3/6.0 KWX BOIX 3 ANCHOR' ORCW TAPOON XL ANCHOR, INTO POURED CONCRETE OR. GROUT FIJYD CELL CONCRETE BLOCK, OR WITH 1/4.0, TEK SCREWS AT MUWONS CONNECTION. YAUD FOR WALL MOUNTED. TRAPPED MOUNTED, AND'BUILO-0Uf MOUNDED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 31WO KWiK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING & SLAT SPAN RANGE T WALL MOUNT .- SLAT SPAN RANGE plamsm RXDM 0'-4' 1 > 4'-5' T > S'-6' 7 > 6'-Y 1 > 7'-9, 1 > 9'-12' 1 > 12'-IC 1 > 16'-20' 1 A MD 9' .8' 9' 9' 9• 9' 9' 9' 9. aA-80 S. 9' S. 9' S" 9' - 7' S 5/8' >fit-60, S. 9' 9'. 9' @" 8'. 5 5/8' 5 5/8' >81-1m S. 9' 9'1/2' 5 5/8. >108-t» >121-t49 9' 9' 9' 8' 7- 7- TRAPPED MOUNT, _. SLAT SPAN RANGE v S D'-4' 1 > 4'-5' 1 > 6 -B' 1 D. 6'-T 1 > T-V 1 > W-12' t > 12'-16' 1> 16'-27 1 s 00.6 9' S. S' 9'.. 9' 9' S` 141-M 9' S. .8' 9' 9' 9" 7 1/2' 7' - — - - - at41-ifi0 9" 9' 8' 6' BUILD-OUTMOUNT SLAT �SPAN� T IzJTIF: MAX SLAT SPAN FOR rMN AS,D. DESIGN PRESSURE RATING SHALL SeJER EXCEED P N INDICATED ON SLATT PERFORMANCE CHART ON SHEEF 15. 9LSo1 -. EAT SPAN RANGE P 0'-4 t > 0-5, I > 5'-5' 1 > 0'-T Q > T-8t 1 > 9'-92'. i . > 1Y-16' T � > 16'-20' 1' co E E E E E E- E E E E s xA 9' 9' 1 9' 9' 9' 9' 9' 9• 9' 9- 9' 9' 9' 9- 9' 9' 9' 9' 9' 9- 7 3/4 7• 7' 5 5/8 9' 9' '9" S. 8• 9' 9` 9' S. S. S. S. 9' 9' 7' 7' 6' S 5'8' 5. 5/6' 5 5 w-6P 9' 9' S. 9' 9' 9` 9'MS ' 9' 9' 9' 7 1/ Z 7 1 2 6' 5 5/6 5 5/8 5 5/8 5 5/8' 5 5/8' ., afit-60 9' 9' 9'. 9'� 9' 9' 9' _9' 9-' 9' 9' 7' 5 5/8' 5 5/8 5,S/8 5 3f8 5.; 5/8. - n am-tas 9' 9. 8' 9' 9's 9' 9' 9' 2 6 3/4' 6 S 4' 5 S 8 5 5/6' 5 5/e 5 5/8 1196-120 9` 9 9' 9' 9' 9' 9' 8'2 6' 8' S 5/8 55/8 5 S/8 >121-169 9' 87 9'•7 S 2 8' 8' 8' i 2 S 5/8' S SJ8' 55/88- 6' 7' Y 5 5 a 8 i s SLAT SPA! RANCE 44�oW 1 4'-5't >5'-8't >.B'-Y 1 > )''-B't > 9'-12'1 > 12'-28'1" > 18'-20'4 s 20.0 B" 8' _ B' B' B' 8' 7 1/2' 5 12' 6' 4' S. '8' 6' 4' 3 3/4' >61-69 8"' B` 8' 0' - 7' 4 1/2' 3 3 4' - >81-106 8' 8" e' 6 1/2' S' 3 3/4' 3 31V - 1108-120 8.1 - 8' -8' 5. 1/Y a. 1/2° 3. 3/4' - - 121-fn -8''1 7 1/2- 6' 4 1/2- 4- 3 3/4" >ta-Leo _ TRAPPED MOUNT SLAT SPAN RANGE 6mo. rtae:[cael 7-4'+t > 4'-S' t > 5'-6' 1 > W-7 t > Y-9' t >: 9'-12' 1 > 12'-16' t 0 16'-26' 1 t 3o.0 6', 6" 6` 8' 8' 6' 6' -5 1/2 >3t-40 '6°' 6' 6' 6' 6' 6- S 1/2' _ 4 1/2' 3 3/4- - 3 3/4" M 8.1 121-1s0 8"' 8' `5 3/4' 4^ 3 3/4^ >t41-lw e' e' S' 3 J 4' 3 3/4'' BUILD-OL1T MOUM SLAT SPAN C� t LAM, 'MAX. SLATSPAN FOR A GNEN A.S.D. DESIGN LOAD SHALL NDIER DWEED MAX: -SLAT SPAN INDICATED ON SLAT PERFORMANCECHART ON SHEET 15. A= VAT SPAN RANGE .. I O'-4't > 4'-6't .. 5 5'-6't. ,. > 6'-7't > T-9't"' > 9'-1YY. > tY-/8'. 1' ? 26'-20', t E E E E E E E E E E 6' e' e' 6' IS- 6' 6' 6' 6 1/2' 4 1/2' 4° 4- 3 3/4" 6' 6' 6" _.. 6' 6' '8' 6. e' .: 6' _ 6" 6^ - �5' -4' 4' 3. 3/4' 3 3/4" 3 3/4' 3 3/4' >41e4p 6' 6'bo- 6' 6' 6'. - 6' 6' S. 6' 6' S. S. 6- 6' 4' 4' 3 3/4' 3, 3/4 3 314' 3 3/4' N1-Uo 6' 8' 6" 6' 6_ --B' 0" 6' 12L� 6' G 5 5'.. S' 4' 3 3/4' 3 3/4' - 8'6' 6' : '6' 6' 'S 3/4. 4 1/2 '4.I/2 3 3/4 3 3/C J 3/<' 3 3/4' 3 3/4' 33/4'6' 6' 8'b' S 1/2 'S 3 4 5 3/4 4 df2 4 1/2 -4 1/2 3 J/4 3 3f4' 3.3/4' J121-m 6' 6' 5' 5°1' � 3.4 '4 3/4 i3'3/4 4 1 2 4 T 2 3. 3/4' 3 3/4' 3 3/A: .::- - -+. _ _ >i4t-ibo e' 6' '41/2 V 1/2 7 3J4 4' 4" 4' -4'_ S 3/Y' P E SLAT SPAN RANGE 0'-4't > 4'-6' t > S-6' t > 8'-i 1 > 7'-P' t > @'-12' 1 > 12'-l6't > tb'-20' t 4 1/2' - >vt6-f20 @" 7 1/2" H"- NR-tw 8' 6" 5" TRAPPEDM.OUNT o . RR VNO PANQ J - SLAT SPAN RANGE 0'-l'a > 4'-5't > B-V 1 > 6' 71t > T-b't > 8'-12't > 12'-18't > W-20't 6' 4 1/2- Nt-66 4 1/2" >at-eo 6- b" 6 6' S"- 4 1 2- - - >@f-t05 6". 6. 4 1/2' 4 1 2' - - - >t08-110 6". 6' 5 1/2" 4" 4. 1/2' _ - >tn-iw 6' 5' 4 1/2" 3 3/4" BUILO-0UT MOUNT SLAT SPAN~ O tHm MAX. SLAT SPAN FOR A GIVEN A.S.O. DESIGN 'PRESSURE RATING SHALL NEVER EXCEED MAX SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE > 4'-5't > T-W t > e'-T t > 7'-@'1 > 0'-12'1 > Y2'-/6^t '>46'-20't E E E E E E E E : E E E E JOA - S" 6"- 6' 6' 6" 6' B' 6" 6': 6" 6- 6' -6' 6` 6" B' g' 5 1/2"W_�41-a0 e 8" e' 8' 6" H" 6• 6" 8' 6" g' 6''6.S.6" 5 1/2' 5 4'DN-so 6" 6' 6' 8' 6' b" '5 1/1 'S 1/2 6" 6' 8" b' 6' S I/2' < 1/5 }/2 5 1/2 54/24 1/2 5' S" 4' ''. 4•• 51/2 5 1 2. 5 1(2 4 1/2 33r4 >100-120 6' S' 6"' S 1(2 5l/2 A 1/2 41/2 4 1 7Nil-140 6^'1/2. 4' 4"3-.J 4 3 SCHEDULE VC; Vx FORCES (Lb/FT) & Vv 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) �SPAN� S AT n� *&E ,SLAT SPAN DEFINITION IT SHAWL F THE RESPINgEI:MI 71E CANTRAWOR OR PER.W ( HOLDER TO VENP/.T NAT PJ MDJG STRUCNRE IS DWMED TO S ffM V.'AND Vy MM 1N POUND^.. PE R UNIT FOOT OF SHUTIFRNEWTATSM AM9G SEEIMSHUT FORW&Y}VAIUES, vy SIDE RAit,�l--I—�1— vX ROM 61JU)m MDE (Nm.F%Oh vo«nrtnxrmow Z.) No.44167 '; ? cm,m mm. Nautilus �m _ * * * E:C RaDA1p5AUHe+S/Abm m/i,ni .. M.. q . n tts moA sxnwamxc cox .x �+'� F�DRIAA' � .p '�,..., um..; „,"'a'�m unw« EXPERT SHUTTER SERVICES INC. i5ia sx. evtvs+t SrMn T7-2{4 '- S�ONAIE�TT P.E. SM/sCrNtTdk QA% l4TR A L%V a. If f xnthmAue. i+.�e> sxm ,ama MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7"-9' > 9'—t2' > 12'-16' > 16'-20' RATING cpsn v;< vy vN vy VX vy vX vy v>< vy vX vy vX vy vX vy s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 780� 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 It _823 1266 380 1962 480 .. 2853 582 >61-80 1-0 160 616 200 767 240 796 280 1007 360 1695 480 2422 600. 2547 596 >81-152 2T0550 263. 711 375 1142 368 1372473 2009 5912492 638 — — >1D6240728 3008871345 420 7587 540 2112640 —>121— 280 9fi0 3507003 4203612 490 1 63D 2039 635>141— 320 1186 400 1322 480 1873 560 1740,11 640 — — — — — — SLAT PERFORMANCE CHART lb I & ICI:(ONLVVALIO FOR Krum :SLAT PERFORMANCE CHART Ilbi & IIOI::(ONLYVALiOFOR1At•SLIP) iORAONEN NAbNUNAEIIDChtGN PflE939RE MTtKKi ip.A0A3IDENr1llERMWN(GONDRIONPo0. FpiAGNfN WXe/uNAS4 �8rGNFRESSURE MNq(piA}AND6,IUTfER N0M1i CObIXRONFOF MbMilAaay.SLNO SIOPN BAPSPEA DETNL9 BELGW tNBTALLAiION$VW SICRAF BNISPEA OETNl1P.6iDN CHART lb USE Tl CHART ICI CHART IIbl »�-U CHART Ile VIIfaAa bl2 a19M1 P69K A9 aWM 48A LEAD LOAD WLUE Aga LOAD VY WiIY aIIQ 9CIaAi antas an NmCM a1G 19a USEtpy 1PLUE .•. MRTWE S"VOTAGCON XL ANCHOR YN. SLAT SPAN .. (n) 5HOETAPCONXLANCHOR W+DI9I( o suI REHIRED YAK SW SPARS 'LJML• (tU YN• SLAT SPAN '{Jal.• W YAr6 SW BAN 'Lout• (n) RlI = YM SF9RLTON m earlED n Brat 9F W. C) IgAYPa;f Ltl SON4NKfF m ueszm Toa= or W 0') FWaLL MRiJ FA/1 MXTT 9an� mY-Prt VApT f/ �3 ,Pma aao-an 1/ wrta tu+u •laic/! ! .a D.Sm su 8VS !�K RaN (nD 1dL Y9M wuau rW�O/ F3 ., LLDKrR WyQ 1/. "15Y wtoa m6+s,•a •YO-0.T. y a 5f0.81 8W YP0 2P2S to PNB MIZ . LMi to RID9 ZWE .. Y10 • 19-9' 10-9' 19-B-. -1' f 'E 1 i YLO • r-3 "9-3 I 6'-Y T'-r' 1 E 1 • no + 19'a' 10'-a a, 35A + r-91 r-9• r-9•' Ta• 1' E , e- to•-o• t9•-o• to•-o• r_!. 1•. E 1 ' +. r-r r-r T-r r-9- r e.I A• M-a taro• - to•-o• 'r-r 1• e r +ao + r-A• :-.• . r-.^ 6•-9• r e 1 mo •,• Iw-0' - ip'-0• lo'-P' . Y-0' — Y B 1 2' HM M -.. T'a• —T'-3' T-3• 6'-E" P E 1 539 ••• I9b' - is-9' 10'-C 6-8' t' 3 1 EEA w r-r Y-r Ta• r-.• V I E I 10•-0• - +o•-r 1•-o• s•-9• r E, Eaow T-r r-r r-r e•=1• 1• A l SLAT PERFORMANCE CHART TII l: IOIJLY VALID FOR 1tH• SUP! FOR AGNEN UMH&%IASA. MtGNPRE!lURE MTIIgmAf1AHO5NU1lEA L19UNTL9XIXIgH FOR NBTAWTIONlttTO BiORI&WAPkRMM3960W CHART IIIbI ussTp6j CHART -MOI IR e9aAY MU[ ®» P9.c![ RO I@1�AEA Lb0 11.41ftWL N91h[ AYA WOTAPCON Xt ANCHOR W. SLAT SPNF •LANE' (FLl &SUE LLlK SLAT SPAN 'Law (FT) ieY: SFPARAipN itf eevam m B'tR O W (N.. I: w +ibs YLPaq�Pgj-o^ - 90mIJ .Yw0.9�Pfy-Fon/ 6Lotw � A a 0110dF Bws �1-8� a� HOC. T-r T-6' T-r 6•-r t- l i - no + T-B' Y-1' T.r r-.. I. B 1 W gLo+ 6—r 4'-9' 8'-9- 4--1' 1^ all 8- ,,U, 678.. rws. 6.1. 5._I1. _K- !pp w 6'—r 6-!- 6'-ram 5-8' 1•' a, LHO ••. 6•-3• 6•+r 61-r r-r Y D I ' 5'-5 1' 618• SLAT PERFORMANCE CHART IV' (LESS THAN IWELIP1 SL1 VaTAPCON Xt ANCHOR rR[ NPOA.Y 1RN[ RifEA1 PO9FM MA NfauTNS AbA IMB MIT = IGV \INelE WX SLAT ML SLAT SPAN A.9AFF mats roiaF°em1b0m D SXPI .( 'UM.' e W RSA W Lag ��(1 a/0'Sma9F.WS (P6R K�•R YT,M ,mall( Ima i asi A ;a ` A • 6-0 no +' 6'-3' p1-9• t• 6• w V-19' SSO..+ 3•-T• IPA 1 l•-5• • r0111p fiTZS3O�UKER a PINE IE J2 -0-%) Flc-rS-w (O_, ^ !OLD FQt OOnAS RNE #2 (0-04� o] sauovw RrrE n (cam +•'Hm FOR SOUTHERN. SLAT SPAN DERNM)N , ' r ••1 m INSTALLATION INTO WOOD FRAME STRUCTURES $` W0 44167 FS L9Jf1a'Ytf 9DR9IOID4t YO Im9M Aso. too maa 1aIL SW a'I)1 'LJIU.' tla W a9N lal N m m aAOF 4 WOOD GRADE Yea mMa (ftj SUO NJ i fAA on a 0 Smwl BARS WOUNT f/ 'I aFJTorra lw mto fno wm w 4 SWDEER PM 12 oss) 6D. �4• .'-Y WU=-FR+SOUTH (C•0_46) 60 PM-FIR-91A (Il- W, 60 r-5' Pa• vet ELM SPAN QWHTB T DETAIL'I (ELEVATION) oLOIEs, 1. ABOVE INDICATED NAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 IUDKATE THAT A SPADING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND AS.D. DESX:N LOAD. T: WOOD FRAME WALL TO BE BUNT STRICILY IN ACCORDANCE Y/DH SPECS GNEN. ON OETNL. AND PROVSNDNS FRO`J-CHAPTER 23 OF. THE FLORIDA BUILDING CODE. MNIUUU LENGTH OF WALL AT ETHER :SIDE OF OPENING.SHAI.L BE 33'. oi91F m== 'FuD SURAINW CODE wia ar FI- 17-244 rAA1PN r MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANISE WALL MOUNT & BUILD -OUT MOUNT TO 2"z4"WOOD. STUD .(SEE DETAIL 1 ON SHEET 20). WOOD GRADE RM SO MHERN PINE J2 (G=0.55) t 30.0 6" 40 6" 50 6' 60 6" 00UGU3-FIR-SOUTH (G=0.46) - s-30.0 6` 40 5` S'RUCE yNE-6FTt SOUM C*D i s 30.0 6" WALL MOUNT TO 4"%6" WOOD STUD WITH MINIMUM 112" PLYWOOD WOOD GRADE SLAT SPAN RANGE wa wn tlb{'>fti5'>Sb S'" SG 7'>.7'b5'> 6rotN SOUTHERN PWE 92 (G=0.55) 40 6. 6" 6" 6" B. 4 3/4` 50 6" 6' 'r 6"' 4 3/4' 3 1/2' 60 5` 6' 5 ] 4" 5 1/4- 3 3/4- 3- DOUGIA4-FIR-SfM11H (G-0.45)- s 30.0- 6' 6` 6"' 6' 6" 6" a0 6• B' 6' 5 1/4" ,5.1/4 4 1/4` 5PRUCE FINE-RR-SOUTHs 30.0- '6' 6' 6= 6' 6" S 1/4- BUILD-OUT BUILD -OUT MOUNT TO 2"z6" WOOD STUD WITH:MINIMUM VZ",PLYWOOD 0 DETWl20N SHEET2G1. WOOD GRADE '.. rives'•. SLAT SPAN RANGE G-4' if-6'' >5'!'' >57:. >:7-4' >C-fo'. .. wv• 6- wwre 6' yourt+ 6" �mn 6` w>rt c 6` v>wr 6" +>w+•w.xr+ 6' 6" ow.+ 6' cK" 6' =Kqwse B. 6" s 30.0 SOUTHERN -PINE /2 40 6" 6" 6' v 6" 6" 8" -6' 6` 6` 5 1 4" 5 1/4" (G=0.55) S0 6" 6" 6" 6' E' e' 6' 6' 5 1/4" 5 1/4' 4` 4• �60 6. 6" 6' 6" S. 6" 5 8/4" $ 3/4" a 4' 3' S. DOUGLAS-fIR-SOUTH 5 30:0 6' 6' 6` 6" B". 6' 8" 8" e' 6` b' 6" G=0Afi) 40 S. 6" 6' S' 6" 6' S 1/2° 5 1' 2" 5 1 2" 5 1/2' 4 1/2' 4 1'/2" "E %NE-R4-SMITH " MkXI MIVE SPAN FOR SLAT N- FOR A GIVEN A.SD. DESIGN -LOAD MA) SL A SPANK IN E%GEED. MAX. SLAT SPAN INDICATED ON ON ifE SHEET. NCE CHARTS ON ' 2O SHEET.T. MAXMUM OEM STORM BAR SPACING (fi) PRIMRE WIND 0 2' 2.667' 3' 3,61 4' 4.5' 5' 5.5' b' 6:667' 30.0 1 V-D" 11'-0"_, --11'-0' 11'-0" 11'-0"' I I'-0" 11'-0" 11'-0" I V-0" .1737 35.0 11'-.D" 11'-0" 11'-0" 11'=o' 11'-0" 11'-0" W-0" 11'-0" I V-O" .I V-O" 40.0 11'-0" II`-O" 1T'-0" 11'-o" 11'-0" i1'-0" III-0" I1'-0" 1'1'-0" 11'-0". 45.0 111-0" 11 -0. 11'-6" 11'-0" 11'-0" II"-0" 11'-0" I'-0". 1i"-0" ia'-0"' 50.0 11'-0" 11'-O' : II'-0" I1'-0" 11'-0" I1'-0" W-0" 1.1'-0" II'-0" 11'-0" *. 55.0 11'-0" .11'-0" 11'-0" 1:1'-0" 11'-0` i 11-0": 11'-0" 'I V-0" i i•_0" 111-0" • solo lit-O" I 11'-0" 1:1'-0" 1/'-O" 11'-0" 11,-0" 11'-O" 11'-0" 1Y-0" 65.0 111--0" 11'-o": 11'-0" IV-0" - 11'-0". 1'1'-0" 11!-0" 11'-O" I1'-0" 70.0 1 V-0"- I V-0" i 1'-0' 11'-O" 11'-O" 11'-0"- 11'-0" I v-O' ' 1.1'-0" 75.0 11'-O" i 1'-0" 11'-O' i t'-0" I I'-0" I1'-0' 1.1'-0" 1.1'-0" • _.60.0 111-0" 11'-0i 11'-0" I11-0" I1'-0" 11'-0' 1.1'-0" 10'-10" - - $5.0 11'-0" _ 11"-o" 11'-0" '11'-0" II'-O" .IV-0" II'-0".s - - 90.0 1 i =0" 11'-0"' 111-0' 11'-0' 11'-O' I1'-0" - - - - 95.0 I7'-O" 11'-0" 11'-0" 11'-0" 11'-0" IV-0" - - - - 100.0 i I `-0' i 11-0" 111-0' 7.1'=0" 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'-0" 11'-.0" 11'-O'. 11'-O" - - - - - - 120.0 11'-D" I v-0' t i'-O' 11'-0" 125.0 11'-0" i 1 1-0" 11'-0" 10'-10"- - - - 130.0 11'-0" 11'=0' ll'-O" - - - - 135.0 11'-0" 11 -a" I V-O" 140.0 11'-0" 11'-0" 11'-O" - - - - - --_. 145.0. 7I"-0" 17'-0* 10'-1.I" - _.. 150.0 _ - - - - - - 155.0 11'-0" 1l'-0' _ - 160.0 1.1'-0" 11'-0'1 k it MEASOREO IN BETWEEN CENTER LINES. OF STORM BV25 IN FEET OR�:FROM TIP -OF SIDE RAIL 'TOCENTER Of STORK' BAR MIS REGION IS ONLY VALID FOR INSTaL4TI0NS `+W/ 1 OR MORE STORM BARS PER SHUTTER. -TfiiS REGION IS ONLY VALO FOR INSTALLATIONS W1 2 OR MORE STORM BARS PER SHUTER. TABLE 2 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND SOTTOM.PER SECTION SS(SHEET 9)'.FOR A GIVEN A.S.D. DESIGN LOAD (P,&E).& STORM BAR SPACING (ft,) ow' STORM BAR SPACING V (M II' 2867' 3' 33' t' R.S' A' 5,5' 6' 5.66Y 3" .A.84.0 ",CO AB D' 'A8 Q. 0 AACD._&F&O AH.C.D CD _ ASCA 310 D A.BCA CD "AD A.B.CID olep AISICID AHC.O " CO &BAD 4" 'A.BAO Aeep A CD A5iCR ABC AB DAA&0 &CA. A CD CA 4U D BCO A CO'. 'AH 0" BCO 8 D CA C BC' BDA ABCD k B CO ".CD .C.O' BC.D A CO AACA " CA A&t 33A AB 0 A.B.Cp keclo .CA ",Co.D A8.00 4.8. O AB.0 A&C' 'WA B.CA AB,CD ISC.D &SCb BLO C.0 BCD MiC plam 640 BC 'BCD BCD B.Cl) ASC.D 6B.0 ABA .C' AB ]DD B.0 B D AA,CD AHCO ABCD. a.0 Nac ABL &P A ]S.0 "'CD BCO A,WCx "COA9C0 AiLe AIVA AB A A. me jv.C.0 A.B.Cla A.M0.0 ".CA ASA x8le A. A' A BSA Ap 8 D ke.C.0 ABC ABC AB A A A = AACD BC.O AB.CD ABC ABC A,B,C A A A A a.S.O A.8,0A MAD #,BAD A,0,C.),RC AA A A. A A IWA B.CAJUKO A80 BC. A9S. A' A A A A. 1MO AlLCD &BAD A,C ABC 8 A A A A A 11" AB.CD BCD AB.0 AAp. A A 'A A A A 113A ADCD &D D ADC ABC A A A A A A' I= CA 00 kolq A,13 A A A A A A 1210 A C B ABC A A A A A A A 130A A.Q.Cp'. C A,1110 A A A A A A A I= ArD CD' ABC' ABC A A A A A' A 14M) BC.O BC AB A A A. A A A B.CA C a A A A A A' p VEBC ABC /yaC A B .A 1lAQ BC I A.B- A I P I A I A I A' ANCHORS TYPE LEGEND I A 3/8'0 CARBON. STEEL KWiK DOLT TZ EAPANVON ANOHOR W/ 2 1/2" Min. EMBEDMENT* & S MIS. THICK POURED CONCRETE (f'c a 3000 pai) B 3/a'an. 1/4' POWERS CALK -IN ANCHORS w/ I Ile ADD. EMBEDMENT*'TO POURED CONCRETE (PL a 3000Psi)h'3/8"e-TB' MACHINE SCREWS C 1/4"..3/4" ALL POINTS SOLID -SET ANCHORS W/ 7/8- Min. EMBEDMENTR TO POURED CONCRETE (fc. - 3000 psi) & 1/4-0-20,'10-8 STNNLESS STEEL MACHINE sCRENS. D s/wo OW/9uium TAPCAN. ANCHORS w/ 2 1/4" Min, EMBEDMENT* TO POURED CONCRETE (I'a - 489E Psi) * EMBEDMENT G BEYOND ANY RAOH / CEILING FBUSH STORM BAR SPACING"H" (Aq B�ao* Y 2.867' 3' 3.S' A' 4:5' S' 6S' 8' 8.687' SDA C D AG,CA AB D A D 99,0 C C Ajl.C. CC: I5iLD A.B.DD AB D ABC BGD A,%CPBC BC BC AB A s0.0. BC.O A,9,C,0 AACD ABC&BCP AILC C &FIX A A A .'43A BC.D AR,C0. 8 D ABC "C' A A. - A BCD ABCA ABC.D ABCD " BC A A A A A BSA APC 0 ARAD BC A.qC A A A A. A A DDA A.RX.0 HA BC AD A A A A A A IB&C A.B.CD /.B C MC A A A A A A A "A AJI.C.0 A.PC 0 A A A A A A 7" A,DDO C A A d A A A. a" AS C AB_ A A A A. 'A BSD' 9 C A I A I A A A A WA ABC A A A A A - BSD. C A A A A A i00A HC A A A... A 1DSp A,13 A A A A I= A A A A 1180 A A A A 120D _._�A _ A A -_..A 12" A A A 3 A A A Isu A A A 14D.0 A A _ A 143A A A A 130A A- 155A A- 1DpO 2 SCHEDULE1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX.. SPAN (8) FOR END AND INTERIOR MULLIONS FOR GIVEN A.S.D:.DESIGN PRESSURE RATING(O.s.f.). & A MAX. MULLION SPACING (fl)' SCHEDULE2a WALL MOUNTING MAX: $PAN (Fn FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.). & A MAX. MULLION SPACING (FT) 4m6AI MAIAXIII1NG1 0 � • MAXIMUM MULLION SP .. 114R �1. WflY DA9+d tMU eI RAtNO (�'� MAXIMUM MULLION $PNVQ ®4WN1F4'MULUON @4-4-XIWMULUON ....-0916NlAIICN @ 4Y7YIf4-TH K(&T FLAWEj ULUION .. ©4X6*XI14•MULUON Gt 4YSk1N'MUWON 41TN4-u= 'Funan WJLLO OWaIN.TON... t �11FNTAtWN 2 OM ITAt 1 #2 t OM]MAMN 111 Oq;NM]WN- 2 CfiElitAtpN I -.016kYIfAMN' ] ORiN1AlYJH 1 -OMDAAMN: 3' OMD1fAilaN 2 MA IxtEHAA A'0 -BaFKCR: '[W pRQbOB" 0.9 "WD dD EN] INI11r HOt19011 30A ]0-0• T-10 B-r ]-]' 11'-0• 9'M' 1 -P 0'-r 12'-Vk-6 p-6 t-6" 12-WNgla.i lr.r AA SO'-0' Y-10' B-e' T-P l2lW -{ 10- 10-r 6-0"- 1 -6" - T-6• - ]SO 1P-0" Y-4•" .J' r-9• IC-!' r-0" 10'-0' ]•-Y" 1T-e' lr- 6'-11' e'-11• tY-6• AA ffi-0' T-.1• 9-0' Y-9• ".-P toll• 0•-8• ro-0' r-T' 1]'-6' e'-1Y lr 11'-0' 400 46A' 1r-Y `6'=ir '-Et 0 fr 8-C 6'-r 6'-6' '-11• ID-6' E,yY 0'-T TJ' 1Y-a• a' 6;-6'. tY'-" ASA 1N-0 0'-10' 6'-8' 0'-1 r-6' 6-P r-e". YO•-1 P' .10'-6• D'.P -a' D'-]' 9 }Y"'6-11 ]-3' 1S• • 11'-6' .6 _6 5;,-r a00 70'-r" 8'-Y b'-D' :9'-11• T-4' C_ 1'" U-]• IY-6' r.P r-11' 2lV 6Q0 1G-0• 6•-Y 6•-]• Y_0' W-Y' l'-4• e'-11. r-r t21 6'-11 lv- LaD 10'-0' 5-11 ]'-It' g-9' r-0' r-e` 6'-]' r-Y 12'-4' 6'-at 6-0f '11'-a' 1" Itl- r-it' Y-tY r-9' p'-Ir -r a'-Y 4'-10' -lr' J'-Y. 'r- a9.0 19'-Y A-9•. r-9m Ill. .b'-r r-s• a'-6' 8'-1' 1Y-0- r-4• S'-r Y-6' !OA 16•-9 r-9• r-9' S•-6. .'8'�3' <6'-im -a•-. 4•-y. iY-O•.. r-g• II•-0• 05A 1rM' 0'-9 T-B' s-4' '-{' 0'-4' e'-4''-e'-1. 6•-4• Y-e 1'-' m le'-4•. '0-9 r-9• Y-4 Y-r r-50'- 0'-5' C-0 0110. ".54 Or-e 1C0 -1T.4'. .. -9 -0'- Sr :0'-]• e'd' e'-T rR' 11•'9: g'-Y 5'-e" YI'-6' m1P-{' S'.,9' . Y-b S'-4;.'. •-6" 6'-10' b'-P {-11' 11'-9• y-6. IY-F 1yA 1 ' S'-B' Y-r S'-1' d'-0' rJ 0'-0' T- • 11'-S -e•-Y Y-0 1•-Y m 10'-6' S-r -Y Y-4• 9'-S' 'r-1r r-Y. 7-01 u'-Y F-6' IY-0• M.O . r-9• 6•-9•. r-r 5'-4• T-10' r4S -r-Ir 0'-8: fl'-' 6'-Y Y-a 1Y-4' tl0 f5'-H' S'-9' T-T S'-P 9'-4• 0'-I0• 0'-'5 C-0' Alls. Y-6 I2-4. tlD Iv- -- 3'-e' d Y-a• r- 8'-Y -]'-9' r-Y lI'-0' 6'-3' r-9 1 - 630 1]'-0' 8'-9• T-]' S'-4'_ 9'-]' 6'-16' a'-1' {'-0' fl'-S' S'+E f1'-0 WA 14'-0'. 5'-ir Y-Y 5'-5' >T-6' 'b'-4' -6 a'-]` W's 6'-4' s'-9 a -J. 4•+9• 0'-1C T-]•. V.r, Y-0' 4-1t'. 8'-J' s'-10• tt'-Y S-] W- m 1Y-Y 6'-IT - - 5-6' I-B. 6+ )-8. b-4• 11--S r- Ile IT-3 m IN-5' 5-10'. T-] _Y-6 Y-3. aClt B-J - 4-Il' 11'-0' 8-a 12.4 T-T' S'-Y ]'-8' 6'-fi' Y-H' e'N' tl'-a' 6'-6^ Y-B tY�l IOOfI 11'-9' 51-11' - T-Y s•_Y. Y-9 r_C 0'-0' y_0•. u•-a• a'-o - fY-3 tm 19'-0'. :e'b' r-r r-T T-9• '6'-T r-p• r-6' tl'-s' e•-r e•-9 '1 -3 I= 1Y-2' 9'-0' Y-Y S'-9' 12'-0 if" tt'-r Y-0' T-0" S'-P r-P Y-8' >'-9' a�-8` 11'-Y F-8'. S.-IT IX-3 I100 11'-Y 6'-O• T-r 6'-0' a'N' T-Y Y-9 W-3- 11'-' S 110A 1•-P .r-1• -r S-• ,T-: -1. ]-P •_]•.. a �a'a' "a INTO 11= 6•F1' -T-6.:' y+9•. ,Q'-$, ,',,,,,, -T -3._ _0-` _1P- Y 1-11 - 1 1r-e' B-2- -e 6- r-10' ]-9' f-]'. ll'-5' 6'-14' r-0` tY-S'. 1 lC-r e'-1• T-6. s'-Y' 9'-Y Y-]' T-P. lr 1= 10'-2 '1-1. T-r' Y-10 ]'-r - T-0• -1P a-Y 1'-0' - r-0' r-1•- 1 -0 I1y0 10'-Y 6'-8 T-Y r-Ir 9'- Y r-4• 3 Y- u•-s• r-I•- IY-J. f]pA 0'-f 0' 6'-3' Y-P Y-10'' Y-H' T-G' Y-9' e'-9` II'-S' Y-0' 4'-1' IY- 1J9D 9'-10' 6'�l' Y-T S'-f0' p'-3' T-f alr 0'-1' 6'-e' It'-5' .r-f' 1Y-3 I30t1 a'-S' - r-4 r-S Y-11' T-IY. T-r T'-ID• e'-IO• r-r >•-2' -Y It- IAA H'-Y Ili'. r-r r-tr Y- ` - r-5• Via'-3- r-Ir 11•_ . Y-1' ]Y-1 140A 0'-' e'-4• P-r 6'-Y Y-10' Y-3' T-IT r-Il' lt'-' '>'eS 6•>Y } •' : 14W) Ill- e'-' 4 T- ]. 6'-0• •-3' T-6' e'-3'. .r-1t' 11 -5' I40-0 8'- O' -Y T-6• a'-Y r-9•' 7-4• ]-9. 0'-Il' II'+s" r' a-Y. lY-3 P6A r-1C a'4' : 716' O'- - H•-3• r-r r-1• r-u• II•-5" " r-3 I" I= r-6• F-6' -T 6'-1• Y-B' T-D• >-9• Y-0• 1.1. T-Y 6'-P i ... IOOA 0-6' 6'-e' T-T d'-I' 4' ]'-]' 6'-]' Y .1 '- g•_a• 1'J im e'-]' 6'-6' T-Y e'-9' Y 9' r-c. r-9• r-r rf-Y r-s 6'3' tY-Y - IaIA 8'-Y 0'-r :T-Y r-Y C'- 6'-]' T-t• 11'-0' 0'-Y lY-0 1MA '_ r-r t'-b• b'-Y -]'-9' " Y-T T-9'. t'- - '�3• F-T 6'-0' 1 _ 2' ]• Y-8' MULLION. SPACING: "$" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THATA.S.D. DESIGN PRESSURE RATING SHALL NOTES EXCEEDED. 'j MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR) OF PRODUCT, ULUON PF: 86ALKIGNALUAc/DAn I RA;w-4.. uf01. 1 .-I - . _... _. - glix, v CIA SCHEWL£ tD FLOOR TO CEILING (TRAPPEOt MOIiNTING MAX. SPAN 1&1 FOR ENDAN01NTER1ORMULLKINS FOR A DINER D: DESIGN PRESSURE RATNG .a a A ll-0 MqX M LION ACwq III). SCHEDULE 2e WALL IAOUNf1NG MAX. SPAN(FTI FOR ENDAND INTERIOR MULLIONS FORA GNEN A 6 D ESIgN PRES6UtlE RATI G R.F a 1T-0'9Mx. ULLION SPACI OFT • (�f) i2a E9aRU (A • MAXIMUMMULLIONSPANIM YOr. DO.v+ egp (w-) YAWIM ypypAt' (N •' MAXIMUM MULLION SPAN (IT) 04'xnI14'MULLION G1.4•arxt14' MULLION @ 4'.rxlW TKICK(3N' FLANGE{ MILLION d4'x6"X1M'MULLION Gt 4-4NI14-MULLION Gt 4XPxIWTHCK FL M)muuuah OND'"Apx414#OImR.nDx 2 scvrt rax + A1DN 02 3 ORmrtAIoti 1 afb%rft l Iz DROlOIDOl1 1 ORDRV 2 OB^xt ml 1 CM£MAnm Ia DPd]Iu1pN I] E+.9 M£RYJR G9 Y1TiwM D:0 LVtD00R 44TtA," m "DID vm_Po MNFpH FND L,,W= ENO INNitl! END R+IECWI OW ClRI002 510. 2'4 IV-] tl-p D 11-4' I2'b' lY-C t1-6 I2-. 'lt'-T' +3 -5'" 910 12b' -0-9. Il-B -0 13-6 'r- 11-0 10-Y I3'-a 1 -T -" -lY-B•l0'-C Ir-d' AO u-D' Y_ ] IC 10•_'W-!'WPC Py 12-6' 1]'6' I1'-i1 f0-o• t2'-6' 10'N' 11'-0'" 1]'-r Il'_ID' Y- ] lY-0' IQO + -0' p'-9' IC-4' d'-9' 1]'-B' t'-r fl'-r Y- R'-6'1r-11' p' 1Y- ' 1r-M•. '-r tl'-Y r-0.16- 4&0 1•-0' r-R ID'-1• aN• 1 -y A-F r-r Ir-o• 10'N' 1r-Y' r -e'. 1 -I' -r 12'-B B10 l '-0' e'-1' 0'4' d'-t• 13'-0' 10'-4' t0'- ] r�0 t2'b' Y-r 12'-61Y-0• CtB 19'-0' e'N' 9'-J'' T-10' ,1-r a'-10•- 10'-0'' 12'-r 10'-' r-P lY-r m IY-• D )-t0 p'-0' Y-1C' it• -a' p•-ir W-3. 6'-r 12-0' r-1' q'-d' e'-r ff-2" T-B• U•N• r-Y r-11' 1r-d' a'-r Y-9' 1Y-e' Me 1'-r -r 0'-2' Y-6" IY-r ff-a' '-+I' d'4M12-l' -9' IYb'2t-Y IY_r 0-1• r-r' 1'-6' '_T ']'-d @'-4' 12'-0' T-3' 6'41' 2 Y-•T'-0 1'•-1Y-0'-5' Y-4'1 TN -B' 6'-11' To-0' 'p'-0' b•1]'-0' a'-Y )-]• 12'-r MD. 12'-0' 8- ' -0-p' 6'-14' 10'-0 8-Y a'- Y-10-Y Y e'rb' IC6' B'b' 9'• 11'6' r->' 8'-n' tY-r: AO tT-C e'-r r-4' a'-r ,r-' 6 B'-Y a'd T-e' -11' 13'-a'e'-' tC-0• r-z• 9'-r _ IY-6'-1• rM' 12'-0' tl0' IY-0' _ -0'b - d'N' r p'12-o' 10'-S p'-Y. -0' Y-!' _B• 1Y_d•-D• d•_0• ._]' r-J• 0'_0• _If' B'_f0• • 1'-B• •_t• e•_ 1._. a tlA.. 12'-0' r-T -0'-Y -Y W-11 4'-tC e'-10' Y-]'-r f - f0y '�T-10_ 4N• +R'-6' 00.0 •_•• 1'_ B_d 5 ]'-' p-d' r-1D' f1'-t Yd' 4'-2'�'lY-6' fa9 t]'-0' a' -a' -10 5-11 9-d Y-d e'-a' V-10 '-Y 1Y-6'r-r Yb _) fOp4]-r S- T-B' 3.4. r-'5•-a• 2'M' a'-S_0' 11'b •_f0' d'_r Y-1 SCHEDULE 10' (LIMITED LOAD. MULUON SPACING & SPAN INSTAMAT10N1 Fl CEUN ED MO Da4AX. SPAN FOR EN 8 INTERIOR MULLIONS FORA GIVEN AS O: DESIGN PRESEURE {v d.(LAND FOR iZ'-0'LGS 11&&•4r(CASES III & ID I4AX MULLION SPACNG fftl' Yuc �L N.0 ]4 MAXIMUM MULLION SPAN [m G 4SS'21WTKO( MULLION GI AWK114-TVJCK MULLION G3 2'p vm*Tw.cx RN MULLION C4as fit ( (931 -kit ( kit 4 St kit ( (03t Qm 01710"OR mro mTNroF mDwDa w 4INrzBwy 9p-0 lr-o• IV-6• ,m-B ,r-6• u•-a• _ fY_0• MAI 12' C IT-V Ir-6• tr-n• 'T-r 00 fY-0' 12'-d ll'-r W'. 12'-6- Mu •0.11- 1�,'-0' _ 12�5 low _1r-11' IC'N 1(Y_;tt' 10'-Y I3•_6•.' p'-a• ll'-r. It'-0• peo tx•-D• n'-e• B'-Ip• t •-J• +9'-r n-o- = Ir-0' 11'N' 9'-r r-w tY-v -r fCd Irl. • JDP 8' 12'-6' 12'-6' 13'-6' 1]'- 1+'-O' ape e'-r fY-r IY-6' 1YM' 12'-5' tt•-r 4po r 2'- • ,Y-r IY-C Ir-a• - ,Y-r U0C 4. IeA r-0' ,11_-r_ IY-r 21-5'. IY-r.. ir-B• CQO ASD V•o- r_- 12•_4• 17-r 2' 4 12.- ' IY_.l' tt'-8' 12'-6_ I •-r _ I •- Y-0' tl4 r-0' - tY_Y tY-0• LAN' lY-2- - =0 e•_o• -a•. 9•-a• r-a• y _D• 9 -D' AO r-r- N-0' B'-0' H'-C _ IOA r-r r-0 9'-0' H•-r 0•_D•. 9•-0' •-0' r-O' 9'-4' 9'-0' Y-0' D'-r tMEtl TOa TO 6'-r B'_0' 9'-a' 9'-r Y-0• 9• r10 r-C Y-0• r_9' • Y-r 0•-0• a'-V 1lOa Y -D' • 0'-0' p'-r •NOTE: VSEr4Y1F ANCHOR CONSISTS OFHILTI. INC HUSH SCREW OR POWERFASLENERS.. V4EDOE-BOI.TANC1i0R:6EE SCHEDULES 162ONSNEE Im • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX; ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAGSHALL NOT BE EXCEEDED. SCHMULE 20' tLIMR'ED LOAD, MULLION SPA01408 SPAN INSTAUATIOHI WAIT.MOUNTEDMAX, SPAN MI FOR FND 4 INTERIOR PAUL1 AS.D:DESIGNPRESSDRE RATNG 10e i)ANO FOR ti4Y (CASE 118 g{Y( SEInMAX- �3� CIY I&IpII®N uum rR 1 01") MAXIMUM MULLION SPAN (R) _G)4ANIR•THICK MULLION GI A`RxIWTK'CK MUUION (G TIrh1w TNHE NK=UON .kit F Nat ( F1t +� 14t (41t) Hpt �l (Ot EMD wRmoR' Qi0 WRMWi WX(AM E19 BI+dOA v- - IY-r - 1i-r 1Y-a• 12-8 1Y-0• 12'-e' tl'-n' MD 1r-0' ir_6• n•$ 1r-4- n'-e• 1 •-r 40A lr - u'-e• a•-n• 1 -1r X2'-V - n•-o• rAar tlDD IS-D' - IY-0• IrN' ,0'-Y IV-6• 64➢ tY-a• n•-9• a•-Ir 10'-r IF'-r W-0• 11ae 1]'-0' - n=P 0'-r e'-v tr-r - Ir-0• 114 a'-O• - a'-D' B'-4' 9'b' p'-O" - rd r-r - 9'-0' a'p' r_0' 9_'_-0' - a•y' mo MO -r 9'-a' 9'-0• a'-C P-0' - r-0' oar 2-0 Eo a5o e'-a• a-r ff-o• s•-r p• Y-0' sx. CODE 17-244 L8aIR4: w bLLtt � A26 SCHEDULElc FLOOR TO CEILING.(TRAPPED) MOUNTING MAX. SPAN (ft) FOR ENO AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING {Ds.(.7. & A T-0" MAX. MULLION SPACING (ft) SCHEDULE2C WALL MOUNTING 'MAX. SPAN (M FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F 1. & AND TA" MAX. MULLION SPACING (FT)_' LIMASA O�IFml9 AAiPp (0'4]4 W]>u18A1 (� 6 MAXIMUM MULLION SPAN (PO- WL ! AA1N0 1A TA(219 a MAXIMUM MULLION SPAN(F) @4'k8911/r MUWON 4•ABS1lW MULLION ®41741/4' THKA(IV FLANGE) 68AWN Q04WX114`MUWON G14UNI14'.MULLION G2 IIS711M'7HMM Fm)6ML 9]4LMA1mN i IDIMTON AItON 1 OB&MAI61Y 98lwAAl MWAl N. 'OPoLMAIWl1' I �OPiG:tA11M 2 MWAMN 1 001ENJATIW 2 CRMAT 2 tNO -arrmm Gm 1N2100x Qm I BVIFR.OB w wrtMOR Om LID NR]90A no I a a9 [NO' IN1 " Om I Kta91d9l 92m INIE2IW! m I021EWtli J30 r-o• ar-6' lx-r X-C 12'-' -e' I 1Y-6' .1]-6 IT-6 - •.ISM i.-6. •-r qr=C jr-w 1'-6' Ir-C `r-a• .+Y-'.I tr-a' lYb 'IX-C 121-T a'+-0 Y-0• 'YM' IX-r I2'-5' Ir_r IrM' IT -a' 1 12'-0C IYM- t2'-r Ir-a• 'er-a• Y- IY- x•-a• 1 '- • 12' X-a• Y-a• Ir-a• IT-r IT-C 17M• {60 r- - 1Y-r lY-0• IX-V "'Y-r" 1T • Ir-v 1 12'-r 12'-0' Ir ' I 'M' 1Y-r -r 'M• 1 -0' 1 - tY- • IY-Y IY-6' Iv -a' - + -a' +2'-6' NO T-0• 1r-6' 1210• IV-r 1T-0' IT-r IT-r IS'-C 12--V ix'-5• IT-0• 12'-r Ta• ''-' 1'-' 1'-• 13' • tY-' IY-a• 1 -r A' -a• 12'-6' T'- . 1216• 1'- 12'-C 1 '- • IT- • 1 -C 1 12'-6' 1216' IT-r I'-r Ir-e 1 -0- 1 -T TM•' M• IV-r IS'-6• IY-0` lY +Y-6' +r-6' 080 r-W 12'-r i'-Y 2'-6 .IX- Y-6• fY-S +V-r w-r IY-6 12'M• Ir-6' ?.-C Ir-6' 1'-3. - +2'-6' 1T ' t -r I2-0' IV-C fY-a' IV-6- IrM' m r-r Y]'-6• W-11. Ir.r IXlr 1R'- ' 1'-b' 1Y-0• 1 '-' IY-6• IT-' IV-C r IT • 1 '- • . I ' E T-r 1T- • W- T-C . 1rM• IT-' 'W-6'.. aY,,. .12'M 2o'-e• 13'-r 1x-6• a'-e•. 11-r Ir-H. 1 •-6• '-o tYM• 1 -. _n. .-. ,L'-' tt'-e• 4:x�_. 1'^" 'T-r 1'M• IT-V 1?'-' "A. T-0' 12'-6• 10'-5• 11'-r 12-C 12•-9• U_w 12-e^ IY-C rw'' lY�6' t0'M• 11'-n• x'-e' 1 +e' 1 •a• 13•-6• 1x'-6' Ir-a• 1Y-6'. Tag Ya IT-1- I -Y 1Y-lr 12'-r Ir-6• W-u•. lr-11' +2.-r 19'-a' 12-C Ira•. .r 1 - a'-Y m•-11 tr.E 'r-• 1 •-o• w-w 'r-a• -+r-e w-6• eoP T-r 1 --a• 9•-11. Iw-6• +r-.•' ]r-r IX_I • 1 •-!• 12.-a• @'a• n•-Ir IV-r -r-o- W-F W-W 10'-6` IV-6' IV,w 11'-S. IX-C IV-W 1r-r 85A Y WV r-9' IF-Y r-1• 1T-6' t0-o• 1'a• Ir-6• 12'a' 1'-C Ir-V J•-F I'-• 0'-9• I•-]• '-1• tYM' Ir-T lr-r 'Y-6' 1'-a• +Y-6' mu, T-O- ie-r X-r 9'-Ir u'-W' a-r -l0'-a• W-6- Ir-C :IY-2• IT -IV IY-r T-V t0'-r X-Y I r-10' 1P-Ir IY-T 10'-5' m'-r 1Y-r IF -IF 0a0 Y=0• 10'-Y 9'-r e'-6' w-r 10--2- 10'-4- @'-' 'r- • 10'-6• 1Y-6• r-0• W-]• 9'-5' B'M' lr-Y If-11' 1 -Y 'N-C IY-r Ir-Y IT-F I= r-F r-0' -Y 9'-Y i1'-6• 11'-r tff-F tr-1• -6' r-S 10'-1' lV-r l'-r ➢'-0- 0'-Y it-S' ll-r IT-V I IM-1- '-C +Y-1' 1 IT-6- Y-r 9 9 0'-1' il'M' 11-3' r-Ir 0'-10' AYM_ III-' 9'-a- I+1-;f T-0' '-r 9'-0' 9'-' 11'-r 11•-Y 9'-1F 9_-!r IY-6' r-e• Ir-e• HOA T- ' 94-T - 1` -10' 11'-+' 1 'N0' 6'a" T-Y� +Y-r 0'-9• 0-T IX-6' 9'� r- 1. a'-+r 11'-I' 10--tr 111. 9'-T 11'-r p'-r 12•-e' l T-r Ta• r-W '-B r 10^ -8 -T fi'-8• IT-11. 9r-r IX-Y 101 B Y 1-5 y9'-',-,S 9•-J ;11 G,_._.. 1P'-8• 1V�a -I9-2' - Y t 0-10 _i�,'�g 1 '- i 0•'. 9'-I r t0 9- C-S' 'I 10'-J' S'-!` tl-B' 0'-19• 1 -r 12a0 r-0 0'-r a'-Y 9'-Y IW-i' 19'M' p'-a' B'-1' 1rM' 9'-11• ry' IT-r r-F. 6'-r r-T 6'-! 1V-1 10•b' 9'-A• T-If 12'-r n'-r If-r ISJD T-0' a'-C r-5. 6'-9- '9'-6' ff-9' 9'-2' 8'-R' If-C _ 1.-9 6'-S' 1 M^ -e' 'B'-a' a`-S• 6'-p' fV-6' p'-B' 8'-II' 12--C r-S 13'-r IX9 ]'-0' w`i r-C. T-9 1Q-C 0'-1• Y-1' C-9- fYM' 0'-6' 6'-2• lr-b' - Y-O' 8'-I' £-Y Y-S' ]O'-{ p'-Y r-r e'-9• IT-6• 'r-T 1T-r IIOD T-0• r-F Y-Y T-T f9'-Y 0'-i B'-C r-Y 1 - B-6• r-0- IT-r l4t,b rb a'-F r-]- Y-]' 19'-3' p'a' r-r 6'- IV-6- 6'-0• IYM- Im T-0' 7-1r 6'-21 T-r 0'-9' p'-2' S-+ C-r 'T-r P-2' T-IOt 12'-6' T'M' T-1F. r-Y T-5' +0'-1' 9'-Y -le r-6' 1-2-r ]'-+F IY-r ICOC T-0' Y-0' a'-+' ]-!- e'-C 13-' 8-11 2'-9' +T-6' -0' T-w 8'-' T'-C lP-0' B'-r W-9. 6'M' f'-6' ]'-8' Ir-r r-r T'-Y 0'-Y _6'-+0' Y-H' 4_' tY-r 9'-9- Y-0' IY-B' 1 _ Y-F�' _J'-8•_ _a_'-9' _ T•-Y T-10' raF r-e• 6•- + I= Y-0' Y-Y -I t' ]' B'-a' B'-8' 6'- 8'- J-S' tY-6' D T-' J' • 2'-9' 8'-r LY e'-Y. lY-' i'-' IT•M IUWON MULLION SPACING"S" - MAXIMUM MULLION SPACING SRALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT AS.M DESIGN PRESSURE RATING SRALL NOT BE EXCEEDED:. i MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. PE 1Ai0 m 1J-244