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HomeMy WebLinkAboutSET UP-INSTALLATIONI• V�ERULLUS ROLLING SHUNTER EO FOR COYPJA\CE N AMORPNY'W WE 2THIS 0 DUCT U ECTRON),01F WE FFLOR 5AVAIM E. HUMUS RO11HG SHAM STSIEM. SHALL NOT BE:MSMU.M AT HIGH V1r OOZY HUMCINE ZONED (MIAM-OME /9ROWARD CWNVES). DESIGN WIND LOADS SHALL, BE DETERMINED AS PER DECTION.1809.OF;THE ARM MENTIONED C90E. FDA A BASIC END SPEED AS REWIRED BY WE JURISDICTION WHERE RIM SHU I RS. WTJ. BE'WSTALLED FOR ADIRECTIONAUTYFACTOR N0.0.89.USN0.'ASCE 7-10'FOR INSTALANONS UNDER, 2017 M AND SHALL NGT EXCEED THE MAXIUUM'.(ASA.) OLCSN PIHBSURE R GINIZI MOW SHIFTS WINPN. 16 AT 20 WIN 2L N ORDER M VERIFY THE ARGUE MARMON. MTWTE:CESICN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED: TO. AB.D. DESIGN WHO'LOADS IN MULTIPLYING THEM BY OR N DRIVER TO TO COMPARE THESE W/ 1WI. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 TKW 18 A, 20 THRU 26. 1. A = IRTO NCRE/SE W ALLOWABLE VAT �BTRE55 FOTENTS R IM SS AS NM- USED M IHmR AIALTSISWERE i F STRESSED. SACHGS TO WOOD NAVE BEEN DETERMINED N ACCOPa"E WI N NW.'2015. NAURLUS ROLLING SHUTTER SYMIFS ADEOUACT FOR IMPACT AND CYCUC RESIVANCE HAS BEEN YER6E0 N ACCORDANCE WITH/SECTION 1609,12 OF THE ABC%S MENTIONED CODE AS AMERIC.AN TEST LAB OF SDUTH FLORIDA. STALLATIONS Ft N1 D .OZ NNS 1. 2 PER ASTM MISSILE TYPt D AND ONLY NOAPPLICABLE TO &= PROTECTION ASTALUl10N5, AS OEFNFD BY SECTIONS 6.2.1.1,-6,,2.1.2 M'D 8.] OF ASW. E 1096 SEE SHEETS 19 'd 20 MR ADDIDORUL UMITATIONS. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY (VNLESS OTHERWISE NOTED). SEE. SHEET 2: 4, AL SCREVIS EXCEPT END flE1EN110N5CREN (�}7 ID BE STAINLESS STE-a.JW OR 316 SEPIA WITH SD WI HELD 5 ANO go I'll TENSILE SNENGR7 CR WRAM N REDISUM COATED CARBON MEL. AS PER ON 50018, ALL S.OS. ARE TE( SCREWS MANUFACTURED BY BW BUILDEX-k SHALL COMPLY W/ FLORIDA BUWIN CODE SECTION 2411.3AA. 5, DOLTS TO BE ARM A-307, GkVANRW CR AISN 304 M 316 SERIES STAINLESS SIM WIN 36 w MIN IAN YIELD STRENGTH. 6.. TVARLUS FOULING SHUTTER SYSTEM BEARS US. PATIENTS .(8.095,225 AND @7,4D9,983. Z :ANCHORS TO WALL FDN@SIDE RAIL. SHAL 6E AS.. FOLLOWS, (A) TO DUSIBIG POURED CONCREM INN.. 3000.P.eL COMPRESSW .STRENGTH. -5/16'0 TAPCON XL ANCHORS AS UU.DFACIUREO. TA NW BALM, ONG -3/8.0 ROCK 90U 3 ANCHORS AN MU6I:ACNRED W 7@,D, INC. A1) URDNUM EMBEEINART INTO PONNED CONCRETE SHALL BE-. NOb1COS ANCHORS g12•sPRT LSEDIII NE0 STUCCO SMALL Aof THE RECURi0 EMBEDMENT. A2) "MUM EDGE OStAINE (E0.) INTO. POURED CONCRETE SHALL BE, 4- FOR 5/16.0 TAPCON KL ANCHORS 0, 5- MR 3/8.0 KMK, EOLT 3 ANCHORS EDGE DISTANCE IS BEYOND ANN' MASH NATERVl, AJ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR ORION' PANELS, VENEER OR PAYERS OR POUND ON TyE EXW WALL ON, FLOOR, ANCHORS SHALL. BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND SUCH .PANELS. (0) TO E NO GROIN FILLED DELL CONCRETE BLOCK WADI. ASTM.C-90 -5/16'0 TAPCON n ANCHORS, AS MANUFACTURED W BW BMLDEN,: CYO. BA) MINIMUM EMBEDMENT OF 5116.0 TAPCON A ANCHORS TIRO THE GROUT FSLEO CELL CONCRETE BLOCK UNIT SHALLBE 2 1/4*. NO EMBEONER INTO STUCCO WW1 BE COMMMED AS PART of THE REQUIRED EMBEOMEM. 82) MNNUM EDGE DISTANCE (U.) OF 5/16'W TAPCON XL ANCHORS INTO GROUT FILLED DELL CONCRETE BLOCK SNAIL BE 4'. EDGE OISUNCE IS BEYOND AM M0RH MATQNL. �) CIN THE omm''N CARE OT REC&ST STONE. WALII. CA FLOOR, PRECAST SHC MIJIL a RfTE LO EHOU6H TO.R KN DIERMAnI�WUUCILIRCITBENNO SUCH PANELS. (C) M EMSTIN KNO FRFFAME aBURDO, ,035 SAUCE PINE -FIN -SOMA (G-0.35), IMMM-FIR-SOUM (0.0,46) ON -5/16'O TAPCON A ANCHORS, AS MMUFADNRED BY IM BUILOEX: INC. QI) MNIMNI-EMBEDMER OF TAP EwI N. NNSIOYS, INTO WE WOOD FRAME UNR SHALL BE 2 TVA, PMT+ICA. THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART:CF WE.: INCURRED EMBEOUENF,. JO.) OF TAPCON ANCHORS. INTO WOOD SHALL BE 2 1/4'. RODE DISTANCE CE IS CM MINIMUM GONE OISIMNIE UDEMND ANY FINISH MA )THE EVSRNC WALCARL THAT L OR FFLOOR. ANCHORS: PRECAST ALL.BE LOG ENOUGH UNION TOE�R��Nff� "1RUIMME BPAILIM IN EHIND SUCH PANELS. SCANNED BY St. Lucie Countv 8, MOVING SHAU. BE RIWALiEU FOLUMG: AL CF THE RECWUQlNSIONS AND SPECWATIONS OF THE ANCHORS-Y.WiliA^NRER. 9, ANCHORS REQUIRED FOR STORM BANS CCNNECCOIS SIULL BE AS SMCMIEO ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -J/ebAl.1/4' CALM -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4*ox3/4' SOUD-SET MANUMCRULED BY ALL POW. INC. ' -3/19'e KWTK BOLT TZ kANUFKNPED BY MD. NC, -5/I6.0 URCON MANUFACTumm, BY ITV MIL➢EX INC NN'IMUM'. EDGE DS ONCE AND SPACNG'PoR'MOW MENRONEO AINIPM SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SNELT: EDGE INSTANCE MNO EMDEDMENTS ARE BEYOND ANY FINISH MATERIAL . EMBEDMENT GROUT TILLED OR AARNOR SPACING 0 ION[ EDGE DISTANCE 107R CCNCRM CONCRETE BLOCK 3/8'9z1 1/4' CALK -Al 3 3/A' 4 1/2- 1 1/4- (JCCO PC) NOT ALLOWED 1/4'44J/4' SOLID -SET 3'. J' 7/8' (3000 0) NOT ALLOWED 3/8-0 NMI BAT TZ '9' 4' 2 1/2' (3000 PC) NOT ALLOWED 5/16-0'TAPOTN. 11 3 3/4' 3 1/9' 2'1/4',(2B99 ml NOT ALLCWEll 10, ANCHORS REDURED FOR'NULUOR COHNECIUMS. SHALL BE AS SPECIFIED GO APPLICABLE SECTIONS SHOWN CH SHEER 10, 1DA 11, 1)A 12. 1211, 13 $ M -NIMBI DOLT TZ MA STON ANCHOR MANUFACTURED BY MR. INC. -HUS-H SON ANCHOR MANUFACTURED BY HLTL.INC. -WEDGE-BOLT ANCHOR MANUFACTURED RY POWER. FASRNERS. INC. MINIMUM EDGE DISTANCE AND SPMJNG FOR ABOVE MENTIONED. ANCHORS SHALL. BE AS INDICATED BELOW OR AT ABOVE MENTICNED SNELT. EDGE OSiANCE AND'EMBEDMENS ME BEYOND ANY M44N MATFRIAl- EMBEDMENT O 1001T GROUT FILLED OR ANCHOR SP934G. 0. IODR EDGE DISTANCE 0 To= CONCRETE CONCRETE BLOCK 3/4'9 KWTK BOLT R 27' 0. 4 3/4' (GOOD. PM) NOT ALLOWED 0-0 NICK BOLT TZ 22 1/2' 7 1/2- 3 1/4' $J000 P51) NOT ALLOWED 3/6.0 "K MT' TZ 6' 4. 3/8' 2 (3000 PSI) HOT ALLOWED 3/8'0 H15-H SCREW 4- S" 2" C]900 P51j NOT AJ.OAED _ 3/8-O'IYEDT£-BOLT i 1/2" • i 2 1/2" (J000 PE NOT ALLO'NEO 1/]'A. NDHI SCROTOR VEGE. OW 6' Br 3"(JOCO PSI NOT ALLOWED 5XI M SOD O 1EJ'E OW 7 1/2- 7 1/2' ] 1/1' .(3000 HOT ALLOPET) 11. WE INSTALLATION CCNTPAMOR R TO SM/COON ALL PRODUCT COUPOHENT EDGES WIMCH REMAN IN CONIUNUCUS CONTACT WON THE BMNNO TO PREVENT WINO/PAN NTRUSm. WALK AID SUL PRODUCT RACHS:ALL ARDUNO FLU LENGM 12. B SHALL. BE THE RESPONST33M OF THE CWIBUCTOR TO VEINY THE SOUNDNESS OF WE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. TIC$ MOOICT SRUL ONLY BE ATTACHED TO CONCRETE. CONCRETE BLOOM OR WOOD FRAME SURDNGS, 13. THS PRODUCTS NSTALATI N SHALL COMPLY WITH ALL SAM INDICATED N THIS ORAWNG PLUS AM EMR DNS AND ZON NS RECLAARO S. M,2,10ED BY THE. JUMI TION WHERE PERMIT IS APPLIED. TO, 14. LIFTING MECHANISM HOT PART M THIS AMRQIA. /B. TO). WS PE11. PREPARED BY ROS WINNER 5GENR?C MD DOES NOT PROME HTMQM TICN FOR A SITE SPECIFIC PROJECT; LI, WHERE THE SITE ODONS UMAX FROM WE PRO. (6) P.M..PRONOM NEE/SHE DOES NOT DflRATE MOM 71N, CONOrtIO SE DETANDLALED ONHSPkU.ANTTHIS DOCUMENT, COiSMUCT)ON SAETY DUT.ATCSI BASE WE MIS COMPACTOR'S RESPON98RM. {P) THIS P.M WILL BE CONSIDERED INVALID IF ATRED BY ANY MEANS, (0 R WE VKPNEM W RECORD (E.OR.) TOR THE PROLECT PANG WHO WILL K APESPI N ANTE FOR DE PROPER USE WCTH PCEA ENGNH WILL W¢ OF RECORD..ACTING AS A OEEG ENGINEER TO ME P{D. EDGNEER, SHI L SUDIAlTO THIS UTTER THE SITE SPECIFIC ORMT.4S'FOR -REVIEW. (Oj DOMM�WE CAT AND OAIGNA SEAL AND SIGNATURE CP THE PROFESSIONAL .DICKER 'OF RETHAT PREPARED 16. PRODUCT WTNF LL,ttBBa SHALL BE LOCATED ON A RFAMLY VISIBLE LOEAWCT IN AT FROACOMA GE WITH SECTION 17MSZ OF FLO9OL BAI�BG��YA6t SHALL BE PLACED MR EVENT OPENING. LASEJNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING 3 SIDE RAIL * , E BUILD -OUT TUBE mumuraewi Ml�mHL4CiA1:LLt4f d[:G(F V!'Wrt° (E).TRAPPED ANGLE @ 4x6MULVON OtfSm+1N8181YR'lm g64mN.l,W.r Cm s&4a:m.r LJ' 4.8 MULLION: sW+u NJllmaMtut-0Y wue:vr.r COMPONENTS •�<UETAh A 'y GtTAfl. C —. —•--'eesuiamaiucr su:uw•r BAS68l.Aj OEM .6 Wa:xuwrsiuu,Ywv Scue:wxr ................... nc i- axa ���lm'J BUIL04WTUBE wsametwrxwulm ez• @ .BUILD-OUTTOSE. Wwxuwiw.wvum' < - lCNY:M'�Y 44167, RETAINING SUMt SCREW+ BUSHING ecn:ew.r I--CCV—• ES BUILDDUTTUSE esesmninaxvasuuor ::sxew•Y UH 174'0x3f4'RWIBVIUrXTS< SCREW 'c.ReoYsmss 's::Yatc�v .cr treJ ( 5116 iW10UItfIEBTAFCONXIANCNOR I� c.Yieonartra wu; c.r STORM BAR U.LS'6HLLTi. WC KN1K80lT3ANCHOft ,K. ms+nuwm+prum GAPDYBiE£l AU1LIT�Y 2 ..3 1{, , I ' ` ' -� �✓ / Jam. f )l ' 1 +s 1 1 SIDEIEND CAP T I' j -� 2 HOUSING (BACK BTOP).040THICK 1p 3 HOUSING (FRONT & BOTTOM).040 THICK • 0 '�. I 4 SPRING BRACKET a. (D 5 SPRINGASSEMBLY 4' 6 60MMOCTAGONALAXLE 7 SIDE RAIL (MAIN SECTIONj �- - 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT 10ALUMIhlUM SLATS 1-10 „d 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 15 HOUSING (BACK & TOP) FASTENERS J - e 16 SIDE RAIL (MAIN SECTION) FASTENERS 17 HOUSI NG (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS d 20 60MMOCTAGONAL ORIVE :CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24. WMM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END,Cokf,-6+SSEMBLY COMPONENTS- ° '`�'1"} GGeY� �'•�9 �:` MHIDA' B3�tMM1C CODE iNan �fipA Velociiy llurckone2arcJ y -W 44167 `za,,' %Taa l& Nautilus wZ.kr •EXPERT SHUTTER SERVICES INC.. 1 mn ime sw. &1i F Ulm at`�»n'-,u"' eaR a.wurc. n.. uca+ 17-2aa .�_��n�1 a �1 T t%fLtlPo2♦Wn M6: ttSl>N- CM4RV W • \. S�xi r4'�.All 18-6'JOBJ19 PEE fn Y Fli-aep _� '�g�vf(.HAA'Liu�1ME%WR aG�UJ ik.l 118i w¢f 31d 16 CAP & Y17 TYPICAL SINGLE t1NIT ELEVATION -y�/O STORM M &4RS, ! •' NOTE; SEESHEefS'2 & 3 iOR`COMPONENTS. NOMENCIATURf.'' N:Tz' ppOObmrRr TOR c' AT IN<TA LAT1pN rtym A'SNLITTOO NENiNTx • "Si S1NtTEA. wOir-EOVN.. OF uE Ran 11'-0'.MPuV To INSMLtATWNS w/o .SWORN MS. Yil Vogt o OR wl STORM e+as&:.Mu iARSW-NErO. w. To W-W (b) THE AU W DOWN. tAC SL t /. EWI "NW 49 IAN; FWE (S) 5[MU OF T NAT SLAT, NUMBER VROCEOU FOR VACANo'SWS DOWMN7R0 am" it SA' SHALL a CONTRA" uN TOTAL.BiWTTPA tow R COMPLETF;D: CRY'or MAL SLAT NUMBER N A= O ORZ 0On M SLAT(DWY VARf VOW FN001 e2Wa •t Cd�; YNTIER'Kao TARCER T1MH I1'-0-MPl4x To I=ALLAws W/O mRm OARS PRO W/ OR W/9. MN.t O" W/ HOG4RS,lWC-Oi TlyNe t) -4� (o) OOJAT N S START Wf /1 :SLATS Aj TOP, FMOAEO W 12..03.......MERF.Amk AU - WAY N%TI?.f SiAT + S41CL CONStAT OF WN: FIVE (B) SWATS 0 WT mu IWMBSR. VROCEDUfiE FOR�AOWNG-SLATS DOWNNARo.O:WW;/i SLAT. SWy U tONNNUEO UN14 Fio SWAT IS iWAUM'AFWR'gtD WT IS iNWAUE0 A404ROW /fo SUTS MuS 8C MSEO 70 CpMF{ETE THE TOTAL SNOTTCR:KuRR. (b) RO W MAI@UM OE'ALWAI ,NAUW. END) Y/9, Y/9 Y/9 TYPICAL 'SINGLEUNIT PLfVATION it/f STORM BARS "NOTE-- SEE ';SHEEIS 2 & 3 FOR COMPONENTS NOMENCLATURE. MU. -01017. rmo NO, & Y/7 END) ENO CAP R tl w v $ C/P' sOTT id 1Ar. VUHTOH SPKJM^, I l�lW-1/10 OR W-z/i T OR G or ® or 2� F— ISEE s vaE ---{ or ,0 ,or 0-1 W-3/12 OR W-4/13 ON DfiI 24, 25 a za) �W-1/10OR G or © or W-2/1.1 OR W-3/12 OR W-4/13 BOX �) 1i if' li j t 1 1 11 I! t1 13 Ii ik iE . VL 1` i! ii I I I H tl i L 1 R.e Re. - r i IJ ti. ir.. „ / w R/8 ROBII Rja it i! ii. i �Mm. SVTSPAN ; 3W-]/{0 oR W 2/1 7 PR W-3/i2 OR W 4/13 Uox. SLAT SPAN (t 1 Uak SLAT SPAN (SEE 5O BuLES ON (SEE SCHEWLES Im (SEE SCHEDULES ON SHEET 15) SHEETS 1k& 16) SNEEf IS) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION- Wj MULLION & W/O -STORM BARS NOTE: SEE SHEETS 2 & 3`FOR COMPONENTS NOMENCLATURE. N.T.S., PROrmm2c FOR -SI aT INST I I ATION GIVEN A SHUTTER HEIGHT: t E 1f SHUTTER HVGHT EOWl OR LESS THAN tl'-C'. AMCJDLE TO INSTALUPfHISW/O. VDRJ BARS, w/'wosm sIss, OR W/ StoPN wS A NULUDNS'W/ HEtGH1S. UP To w-0% (a) CuRTNN SHAf.L START W/ 11 SLAM, AT MP. MUCINZO BY 12. A ..... THENAFTEq. ALL THE WHY mm. EAON ELAT f SHNL CONSIST Or f (5).&Am OF wtsuAT NUAEER. PROOEWRE.m AWPA SLATS WW.NNARD BROW 11 W7 SHALL BE CONNNE LIRTIL TOitY S1 ER HOW IS COMPLETED. DUAKTTY v FINS. UAT NllN$[R,INSTNiEo BEF0�'BOK04 SLAT e w VARY WITH SH trnurs.HEWHT. (5J BMEHA SLATQ)IAUBT BE ALWAYS MSTNLED, CASE 2 SHUTTER HOW GLACE$ THAN II'-0" APPLICABLE TO. ININANAILON W/O STORK BAR.AND,W/ UULUONS..W/ K4HM LAROEB-THAN lv-0'. (P) CURTAIN ,.HALL START w/ d1 SUM AT TOP, TOLLONO) Br 02, 61 -,. THERLAJT6I. ALL THE WAY ODMA EACH SLAT / SOIA L CONSIST Or fL& (5).SLATS Or,. THAT SLAT MUBER. PSOCEDURE FOR ADDPW_AATS WANWMD BROW fl SLIT SHALL BE COHTNUE UNTIL 110 FIAT t5'1t5TAl.lEO. LATER [IO SLIT IS u:SIAILEO.:AD9RIONAL Ei5 suit DUST BE tHO TD. L'OILPLETE THE Tom S UTlER H ENE) w ,sroau $lR (SEE SREEf22) M o/e R/BOr R'/8 MACJ7 P S�T=P R e pr vB or (t /8 , m I off W-2//71 OR W 3/12 oR W-4/73 Uar StAT:SPAN V/9 uTs SLATS SLATS 07 5uM ELAM ~ { ypp. Eat. END).. 1.9 L pSLO Y/9 (rB:i (SEE SCHEDULES ON I (SEE wtntutE5'Nt (SEE ECNEOULE ON SHEET 15) SHEETS t5 & 16) SHEET 15). TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION As W/ MULLION At W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS' NOMENCLATURE U1.5. Lom U,AMI pN LG s/1s'9 TPPCDNS M W POORER—9/18'0'WCONS n W/'2 1/4'.l . Y^xt`!1/@` OR I'.a'njo• 1/4`0K3/i- Tw autarm-TL% SCREWS /� :CCU ERBEOM" a 1'OD.W.fiEO' RAM PEHHBluM'TUBE 2 1/4' k'm. EMsEOMEHt REOb 5TEC1 WASHER 0 2e bsC - r WA 1' 4.D.a0,O5A' GLLYUOZEO Sim 5/18b TM S %t W /i WASHER C 1+" STEC4 WABHER 0 ]+' ay ', / ;2 i/4- 4iM1,. EMERCI.tEH'! -0 24` ! / POURED COIICREIE d 3 POURER CONCRETE OR CRWT Fn1m OR.@ROUT 11=0 CONCRETE BOOK 1 CDNGIEIE BOCK WALL MOWED� iYALL REOV REO. / Q 1 3 EDGE F DECOE DF ` v • .: PE 9PEA m : I I M OM r; L�AS EnSnw F OEfUS SS !t GussS / 4 V S CwSg...+;; ;BETorvO) i ci (BEYOND) i � (@EWNA� E j SEE SCRERULES xEo / SEE "MIKE+i�. � y F . sHCETs +w n1 a r 1 �$ SS14EEM is SCFTQ.I i) M :Oil - "G 9 $ ails . Ey @ 18 / A: h Is, 17 A14.111 18 Min. SWARRnON .Min. SUARATIN i ,,! � �r TO.GLL55 DI�BR TO CUSS ro cwsNte, CLASS ft SRATNN P E 135 zaimnEs. r` :fs. DWWR (R KHOO= Y� i D. QOR F ......_....... //'' it_ 1 _ 0f8 / 0/8 /8 % 0/8 0/8 1 i 0/8 MUM CiOKCAOTE mum ClK;cRClE OR ow FILLED- OR CACUT FILLED COACRE E BLOCK II .! PoDREA CCa;C>xEfE g GINhYtl'IE 84CLN WALL BEOmREb ON CROT pwio +..._� . WAi NPOOp1tl1 BLOCKWALL a / I B€ Eoc£ OF ENPHut / 1 coEMhv`1j w / T13 ...`.2 1/8; Ep % .. .1..__��..7 —k 1 1/2'rt 5/2"O.OE2�aC0M...AWb. '//l! iy rr 55 NIA. EA i %MAI@"rQO DM. 8/isb 1APCQ n W/� / n HiGSE W/ 5/i@"e ir,mn n'1f/ BQURED COY.YiER 5/16'0 TAAEANS'XI, nJ� "'T VA BE, T 2 1/+' Ma. EABEOMEtO 0 20 ox. (1'e•3 iti We.) REo'O., 2 1/4' WrtM@EOMw ET y Q'/+' Q.Z+" O.S.' WALL MOUNTING FLOORICOLiNG/TRAPPED MOUNTING EUILD-OUT-MOUNTING. SECTio S„l J 7�wT . of ... KOPoM: HUItENPiC.Li10E (Nnfr Higi, Yebosy Husims Fars) INSTALLATION DETAILS ON EXISTING POURED r No 8 Nci 94167 ': llfliilS A �, C-� •wales•. ,-WnJIYsy.mOH.ra�alero n' CONCRETE OR GROUT FILLED CELL CONCRETE iL ECOEEEQ. ? , n,w. nsnKB W tN60.EEA43R cow,wr EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS y�y, fir v �W..�-,u.rv. e.@@W.:@ 8 v-saa SCAL �y ({i Wh OnMu6J11Y PY — ' 7.fFrS!10 �F/OatE w us (x1.3 "' srR1 n 0rn W. 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VAM 1•.P 494E '1NW .Y E an 9x o anrzY4ssus 'r<.si o tt>»sYa. vus morn do zro�i an .rxe a3nsga finisMM aIt m, .6.�0+'Wa a I�ax a0aMttN SSYmIv! s90'6rnro .t n'0LL natinTfY 'a'a ii o Yk6vle Y534S y y'L.tt4n aal alq Miasrc3 0. sir,i*.x e/lixSx rztr'v .asaav'a • _a '4 .wov'a,, yam/at .rlM:i%i nu.9li,7l xmrr,e/xuF yn .Nt� \o ,s/ltiw,s +aNanxad'x.W!'x +acmiIDiia'A.z7t tf ��.�� �. yay�,y� !n Ya suweri tarts l4•>x swi«A es(Tc -v FLUSH MOUNT OMLLI l \\\ (qE SCE ON �9*" "p" (sue scr�sou�ss r� °a°n^airs m s4M 17 k I8)., cC E Sam 17 a 18) �. sxuR Flu£D 1( cawwae os� �E oa E � A OR 3 '• '• '" '' A A N ^ N m +A•sun v SECTION WLSTORM BARS ce "ro• a SECTION P—P (PLAN)- BUILD —OUT MOUNT BUILD=OUT_MOUNT w 31'r-:r SECTION W-0' (PLANT ORIENTATION UI WALL MOUNT END. UWON SECTION 0-0 (PLAN) SECTION 0-0 (FLAW ORIENTATION /1 ORIENTATIONO2 WALL."MOUNT ENO MUWON WALL MOUNT END MUWON ,SECTIONS 0'-0' (PLAN). 13�1LL�li. Z*ailmUleal'! ! dTdr7"SI'6l. , INSTALLATION DETAILS INTO MULLIONS G G1 G2 1" .1• INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ve...v,•:,• 1' W0. FOR WIND ZONE 1-3 t fkn. LE mim Ex 1/8' UK. )Mn. ED. --i--FOR 1/4'0 SAA-`..ET J.uCNWIS Mut ;E.O.— -Fpi J(6O m B Ft wxIm! IV(CHWS ti N'm. EA f--m 5/16.4 T1PCN: 16. R:GYDRS 5/I6'. tCOM OF S_win 6tEM WA t 5EE S,EP S ON SHEET tl J FOR SPEOI4. R ANEN( 0p W NO 2OHR 1 U J� I ' Mtn. FOR WINO ZON{ N TO ttL5 OR 2' M' MR NE.f6)TAHOZOH£�44ii MIDFmum AFWHO S a) 1/4'0 SOLID -SET TZ, iiCMOf$ OR 4) 5/1 tl:31$TR ETPNBCRR`XJ0R5 IX! (J) ANOw is PER (a) 5/16'0 TAPC.Ov AL AVCHGR6 STORY BE CONNSREV i tf 3- Cr SEE TAKE T ON SKEET ZA M k BO7TON) sY 1• <. K [xtanoa , MI.. 2 21Q'At/8'a0'-S�:(606378.AliAT) 2, O (A.UMmLE uM AHD/'EL SIDE W/ 3CRE 5'10 i5TOkM BdR�W40EY lEX 5'—� (T2p: TOP 6 BORONJ Ja J> SECTION S - S BOX i' �rocm 0m N0�19 I Am.cA i t' DETAIL i Y/4'0 • 3/A 5 SET OR C t�� MEAD t-Ii AVO M6 RESPEOTIYTIY EHntA BE U TO6ET N W/ MI:KORS AT THE TIME i Smmf BARS me REMD2D. (SEE 0£T. A), 2 ANCHORS' t D SSEE TAM ] ON SHEEBAR [t23 �YCBN �(TyP. TOP k BOTTOM) M✓� (2) 3/6Y Ux-F(AY_Hm OR U71CN TO i (2) 1/4'1 SOIX-SET. AI0ROR5 OR T A. NEDIAES DUI A (2)" OR Tz Erncaxiv 16) 1111 L (2) 5/16.0 UPON A MON495 � w o (N7'. TI P/87TIOR) :I t/1 0, t D.. (rcm3l CO{♦CRE'E. WN ED ED. //}J leOX REED ti 311E 0 T / / � 2 24 Nn. [NBEOYQ�Ap ,�Ay. t EDXw� '7 WALL MOU R IPETk2a'CE yv4 f/2 M4i ED�T04 j/8'0 CALS-M MS11DR6 ` /A M ED,-L-rm 1/4-03DH0-SET Mh"NORS if ( 'v*M ., Mur. Ea^-}•-•FtM 3/0'4 m Eml TZ ERPAN W! NYNORS )' 3 IN M n� E:0,4 -f'OO. VIVO TN 4 AI ANCRo tS,. in'N.662'aLINrt. L w/ 5/16'S TAPCON6 Ill W/ n. 6JBEDME19 O 7/' 0s,. K 2" exrEraoR 9 AUWEYOM AN 0.GI � (SCRES•TO �SR (T, TAP R,Bt SECTIONS? - S1 CARD CODE (N&A man 0 Nautilus •WnE ' •fn r-p^r Df SUB P aPPtitINRE'1 POURED W M;Ii,) {rr . a 1� wdj s` M� THICK R.W'D;' I i EASTINO- '$ cxAss iE gQN FFFi� N >w Q/8.E R/$ e R'/e ,[M. erw. C.0.-- D1 SH`m MMK BOLT T2 RXPANN1Nt ANON S ®END pN0 O TERICR M wIvalS ©& (RITY�t�innCN SQ p10 END MUll1E s R (DRIEN[A➢ON 02)' 2` 6Gn, EDFICA XqC NC2k) 5%4. 'm WIN ECL! TZXZQ9DN wTERM WUIN I (ORIENTATrol M. EDGE a R I, G' OR Gt OQEm 0/8 or R/8 or R-/S a'b'x)/z„o-.- ANCLE VA.. ISLET) l (2) A4'OR6 VA. S SO vilTS. S2). 3/.'0. TFiaV 6CLr, tD MULLION C &.((fi 9/142 W SOLL E%PANE'A ANCHOR WIe-,,.Mln. Eh(E? MENT TO POURED WNCSETE {T}T. TOP & DoMM) SECTIONXI-X1 W/ n " ,O=ND& INTERIOR MULLION) W ORIEN`TAWN $ i) (6"W) SECTION Xl.X1 W! }' (EN & INTERIOR MULLION) ,Nil ORIENTATION $ I i fAGi OF S:AS Eo-.Ea suv L1 ,. � �Wi(2) !/t^m SOLI TZ PANSgN Mc OR • Wn. E4 �D':!f . ER—^-(--�(MENT5 ID WT12). MtRUON ' wn. EA ' M:n.. CD. i —#'6k (fj'.T/.'m %wlrt 80LT TZ E%PNtSON ANCHDRS a END AND INTERIOR MUItw ON III Ilk J2) MD 'D MUIUDN a {DRIENTATION 12), ROORTOCSLINGITRAPKOMOUNT)NG!MUL. IONS (G)OR 0- SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION /Y" ALTERNATIVE SECTION X��Nl�-�Xl W/ (C}s W_ ORENTATi�I�O$#T� (4"x6') XMWR (END MULLION ONLY 114TERIOR MULLION ONLY) ALTERNATNES SEC1I0N.Xt-X1 Wi.�. iv ORIENTATION N 2) (4"%8") M,�. CD- VA. to. r-(5EE SCHCDMIE Yi) 1 e"- NE scllmuE Ea:L Et_ sUa ,rti+Ir/T ,1-Ih(r/j Y AaTJCn$E r Min. Q/8 or R/8 or R'/8 (w v;I o WAaI w.Eta 3 A%'UJ.9U1'-`(SEE Sd1EOUtE vts or ;/8 or R'/8 1EPAO IJ) K.. EX: SCMEntXE FLOOR TO CEILING tTRAPPEDMOUNONG'MULLIONS (G� OR '.SECTICINSW-1 %V ' 1/rs'1• •SIDE RAIL CD)AND WX NOT SHOWN FO CLARITY (See !IcIfWIILE P) i i v-ie illw) E% """f EU WMW@jPINRAR) A©{pro 4 FltU* WOPED WWrED WUM mum w SCNEpU IV FOR AwU m t DIN; G h A'a - SIw t6E WJ 5^ rNRli MI. r9 Wlt) Lm, vim sp9w AID SPAY WAIAT":. 1 TC w'WN (D I i - M41(fam M41M /6TlANAtiol£ 1 - RESWa Plfl EDMY[.0, rs 4•.Q(IER70R m. 1WPiJU /S.a SF4:71 PRESSUAE PmnG. V 12 1SEE s 11 4 j[ To A=O K sms, WBi +.a9tE Ee.'MOE i if2' Gl g IX(EFiDA l6WWW m 6 - REMMI& no EN"WTSYL OPWIZ W/ tws # t WI (2) t/YC numb t ln+ YNGm ASo. mm PRERAId r-If eons m u o• I € mum M31JIP, VIM, SEE. fr7fEIX /I A.(2 FD,R AEWTIC1Ui. SPEGti ALTERNATIVE SECTION X1-Xt W/ n# mmimm m a - awMEREYE *FwIlmi M *1% )141, MawuA ASn i 1fY U544 PSJAE "r, ". mmY Y l hS (ew IMERIOR MULLION ONLY W/ OWEMAMON # 2) ss"�'''m:I%,°#TOD. FOR.WA 71 SPEC !•xt/4"xo'-9• ti"-".."o 1 (lj ER^.+SmS 2. . 2.,. 51-r5 uwvy I ALTERNATIVE SECTION X'I-Xi W/ n-. FNCtE EA: .. SIDE Sw (z} t/x^aTARu rs ro OR 44' INTERIOR AND END MULLION-W ORIENTATION # 1 R n W M # SCHEDULE. jt IYIYI Its lWkII .YTX CY 1NCNOR MP t IRE (tlP. 1M k RDROuJ tar`lsf r Pcoro.' q; ,�P'� w£ E94Dir /.tt4—m"'9Vk &➢(HiER YulW4ER 2I/S. - 3t1S / oRiNJ.nGA J2. i x•. ,n'+ wrn um mts-x C'.WLj� k ,m ROWEc PnsrExrR fGR ItREKW) W1W'N CLDDE-. &RT NICIIO.Q �I (QW.h oR4metm.(t.. ]• ,6• inY M4r1 U.^.�Ynvt #eATA) OHL Qk � PI�FR�011 p/9mENlaiiW #R)4��(rND YU4.vIN rt/ MAST/ 2t/Y SV#• Y 4" 1n1:M4R 9,C..HIR=N k 1 • 3!Db£R.FASIIIlER _-.EOLT AR+AWk(0.i LGJR �(OIDOXttRkOR J• C of GRIFNTAgtt# I OR /?. 1/2•R M01 rt1C�MttY�B01.i Ti De4]' FDP G k (-17� Pla'AOR b{XlXw5j10%[IRAMW #Si h.� tPJW bbLLTON W/ ]'1/1• � ,/R• n•# w1D we eR�-N uREw oR tn'PPOY� FAS'a1RR a a•. dAKHOR SR:a NDtEW 10' MIEPPXI W1KM G t S, #. W! DfirdTANb+4 III " 0. .SCHEDULE F2 IXS(Al4AIiW Y114 ElA9 i14CKN6S YM. AIKHOR AI:NDR TT[., k Sllt (RP. w l =II W) CYBFOY[Ml Im ow �NMNm CI3r5 PtD'0. GLAD {• 5/BY n45 bG X�6-N' SGREN 4 'J/8Y POM2R F.V^RNErt Q t/2• ) 1/2� N[DEE-BfAS ANC1lDR. IRS- m 17-244 wn.Fc a FA 114.44le nNt RUM1DE% Tot SOAEW 111 1' MD,XI. , SX::vmIAo mn WASHER C 24' ", EDOE IF MPW(` —A I •'� EDGE if MPUCADLEI CONTINUOUS FOUR'cO l 1/4' Girt.. E O, 2 2. _ 1 CONCRETE (fc. SW NEB) . fb• ) 314- ._ EA.REVa 2'f 2' ( END W i I POURED CONCRETE 1 yrC J HIXIt0R POURED MRlEnD:CONCRETE. W, . EC REDID, 5J4 5" 1GICREG C F6R �w a` F P I EXTERIOR ��._... 2,_„..__.a-_ QOR G,' II x• •OOR. 4. t bR.© u Q�H1 QiT T a/4• MIn. E.. " T }/4p #+m. E . z• 1 4•r;4kBja' e R/8 aF n I R/,8 of „j.. --- _ y a'.a':sla' (east -to A Oy) (e"I—ra xwy) /J`' Aixm. A EA. WE.. EDGE IF APPLdDL.E7 Al m A DIS EA.'SIDE. . R 8 a R✓a -ECC£ 1P.AaPUOASIE•• C (Ws trMOUNTBO Si JO.IIRioMAY MAYBESECTION X2-X2 W/ 0 OR * ALTERNATIVE SECTION X2-X2 W/ (G) OR (2* /q�� .TEND dE' TNTE�I IOR MULIIONj PER SECTION R'-R' ON 51-fM III) .( .D & INTERIOR`MULLIONS Wf CRIE TAAON d ?) {4"x6 Ot 4P ) gn .D •� t a. t(2'xt I/21fi.D64'ACCNT. ALUM. (6'z4';or 8"x4j 3 H1N EA. "'*,. Txx SCREWSt0 24�o c.ITO TUBE �.. •+._,.,_ I t i/2'- + SIDE RAIL (D] NOT SHOWN FOR: ClAtTY -PE y Com"JoUS POJRED� Com:RSTE (r }. kN Mfa) ' I ' Ir'Am RFCK. REDID. pm.Irorem�i 1112- I 1/2- (m.tmlamroh J/4• 4'L4'43/b'xO'-nCCRoat-TR XOLCM AWm ANGEE *!*A •• 64 E.D. Ea eo �SUE wl (21). 3/4.0 THRU BOLTS TO GULUDN1 p„ e.' ✓dd. & (2) }l4'a MIX MI 72 E%PfN99N ANCHOR .� � � Ce11s ':, G 1 FLOIM4 EiIWING. CODE Ulm MjiI YNOOYy Nxrttmne Zone) '\. \ xx VI/ 5 nMSt M . EMBEDMENT TD POURED COl.GPE'fE: Z L Gy tx1CCO P,C. cocE rc APPIKJ$lE wuL. (TYP.,TOP a BOTTOM),{ NO 44167 i Nautilus k WALL MOUNITNG :MULLIONS (G) OR IV V IL E C O 1Nc. ?l+� rA/x/ r POURS WALL 'iM reur rni xa a 4nwxcwwn cmrA4xr EXPERT SHUTTER SERVICES INC, ova roan V LX. ft�'�n i i� ae4ne END & INTERIOR WALL MOUNTED. MULLION INSTALLATION Na}EPA Id1ffN:PL w 51QR 11Mi SCRE: Sl8'. a..�• P.E. €,29fASANRf F1PAtt nwMM uu I w,ei z 3 3 L" 1/4'ad/4" PW=IhXLE$ TEK SCF!WS cent. x/ �' bA tQEO' CN.YIWi]£b STFF4 70m) W/ &/SNEP C 24' ac. 2 1/4EWE IT APPpgh6gE a.<. .ti.-.-. -T----I 71J2^Min Eb T GDOR Gt EXIERSM or or 3 04R: IF APPLKAELL� 7 +/2^ W E.D. N 7. Y. 4'112'N:_n T .wn..FN' (6061-T6 14Wk4'NJ4- NE h SICE.p81-TS O Mae v4oa 1 SHOE, MCE IF 4aFLVl9LE. ALTERNATIVE SECTION X2-X2 Wl YG� OR 61 * ALTERNATIVE SECTION X2-X2 W/ (Gl* ANTERIOR MULLm) END & INTERIOR MULLIONS) (WI ORIENTATION 2) (WI ORIENTATION H 1) (4"28' Dt,.4'x8') (8'x4") {4'tAtl MOUNTED SHOWN. MAY )BE ALSD NSTALLED TRAPPED. MOU14TED PER SECTION R'—R' ON SHEET &) 2'x1 1/2"x0.06Z"cow. ALUM, E W/ 1/4"0x3/4' 9W EUILDEX SCREWS * 24' a:b. TO TUBE. TAa. j Safi) 6'.Lsn. tFGCKN wJ�� 11' NMI. P. ti\ REaa WALL:Am TDP'k. ra �� WALL MOUNTING' MULLIONS {G� OR 0 POURED CONRETE WALL SECTION -2 SEE MAXIMUMQ.(INTERtOR)'.,& Q (END'& INTERIOR) WALL MOUNTED MULU0145 SPAN .COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I'-& W ON SHEET 2,5, (LIMITED LOAD, MULLION SPACING AND SPAN ':INVMLATION):LL mmiATION EASE — RESIDENTIAL. AND COMMERCIAL APPLICATIONS WITH t6O,8.::P.s.f:. MAXiMUTA A.S.O. DESIGN PRESSJRE. RATING, 12'-0' MAXIMUM MULLION, SPACING. 'VAUD FOR CONNECTION TO CONCRETE W HILTI INC HUS—H OR POWER FAST HERS WEDGE-SOLT ANCHORS. INSTALIAffi)N EASE It' COMMERCIAL' APPUCARON FOR 1100.0 0.2J. MAXIMUM A.S.O. DESiON. PRESSURE RATIk%7 8'-0' MAXIMUM MULLION .SPACING- VALID. FOR CONNECTION TO CONCRETE W/ HILT! INC k)qK SOLT TZ ANCHORS. SIDE RAIL@NOT SHOWN FOR CLARITY' FLORIDA BUILDING CODE (Non IPOh Vv tY'NwsKaro 2mx) EXPERT 17-244 twat n r' POURED (fR . : IS NIn. 8X v� m V4 (1) 3/4'6 MIK EOLT a 6P0IM1ON a mars m t'rm MI"M I Nft 2 3J4'R KWIx 5W, IZ E NEtOH Mm. ED. -� t---9� 1Grv. E0.----i�NCN S ®:NfER10R WWOW 0'/8 01/S k SECTION X3 X3 W/ !n (END MULLION=ONLYI _4. t T/ " �. DRt£NiATiON 8 11 {e} r 4- Daum W. TwmO µ {DP. 19/8�fipU1 43 gi/Ydr'-Y (6061-TS. NW>) Num. ANGtE EA, SIDE WJ tY) 3/4'0 L,3 +J 41(2 z0`-T (5C51-T5 >UM NWra, ANGLE G 51� W/ 21) 3/4'0 C EO: .�+--lYl:- p THktt mm TO WWON rya. k PK.A TRRL SOLIS.TO 4MLt104 e m (3) 1/4"0 KW. SOLT M P"MON 5 POURED OONCRm -WIz 3 m! MIn;) {I) 1/4 a MW DDIi R ION AYCROR W/ b' M'a, EUR£ONENT Tq A,NOROR 'N/,V Nh EMEEDMiOT TO 3' 8• Mm. T VCK R=D MUM DO.Y &' (Typ. TOP h OORM co imm (•yP. TOP h Honou) EaTTOM) .. rl (END MULLION. ONYI ,(,INTERIOR MULLIO�CFN ONLj'} SIAS ALTERNATIVE SECTIONS X3-X3 W/ 05; W/ ORIENTATION ;1 2) r FOR 5 3/4 0 WK EOLT 7L mq' cN pNOROAS o IWETCOR MU6UGH I (ORIEWA Ay jp) :"+Tj�,• v CIOUERil (f�l ANO BOX NOT SHOWN FQR ry r -Min. ED.--y-POR rR �y:�.'ip�\• ED 9 EXPFNSIOY (t)_ 3/4a AWIK w 7� ANpI 0 END MULLION 1j3 �CgA'f�M� �''"'•' . FLOMOA 9UILONG CODE 06 HIgA V,b tY Hatticana;Yaw) �ualErrtAtoNs. d+ a bah # j omN mnra.ec. Nautilus ww ee. FLOOR TO CEIUNG /TRAPPED MOUNTING: MULLION G�jP .�„k i. *'... a `* 9 4 �� lY 1 1tolHng�affsvS�scnn mYSVrr SECTION W 3 TgnnR • rnawuilwa caunm EXPERT SHUTTER SERVICES INC. ° 1 �I3ccO U ¢ A;I (�� f4 ('" i::.v"yepn �'' x.: Rcb ' nws4. 162E av mtnroNc' 17-244 END 8 INTERIOR TRAPPED MOUNTED MULLION .INSTALLATION ' F„4 G Y/ Y itl mae r.`t�ca0vaacm �'� ANAL, zlN Poflt Sf {tKC. R.SF ..e �a aw A++2. w OuawOW rw 5pllE: i/E' = 1' -----JOay UiA'I F`�JDr1TE^ trKR?414Nx. pf. F!.E:'SFµ/sT URE naww u 1 ute1: wmwm Yi¢1, 110» E.D. n bin: EA. SCNESKICE }ij'I pT _=113. I�.utE ALTERNATIVE SECTION X343 W/ 1W ORIEVIATION C2"'?° iNTERIDR MULLION ONLY) • SIDE PAIL(D) AND BOX, NOT SHOWN FOR CLARITY. {T!F EDGE D^ SUHi LllLi i pl.SU6 IFN'i[K i IF'AW3'GALE, Wq ED. }Gn. CO. `—(SEE SCHEDULE 0I "(SE %NEW" 11) FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS(G'l SECTION W-3 SING. 4/6' • P SEE MAXIMUM Q-(INTERIOR) TRAPPED MOUNTED MbLUONS '$PAN COVERED 8Y SCHEDULE 16' FOR INSTALLATION CASES I, Ia &. A ON SHEET 25, . (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): O }tJSIN1ATIQJ C7lff 1 -'WIT D±60.8 AND COMMERCIAL APPLICATIONS PRE SURE TINGf. 12'-0' AIM DESIGN PRESSURE RACING. 12'-0" MAXIMUM MUCp021 SPACING. SEE SCHEDULE $i FOR ADDITIONAL SPECS. IHSTALIABON,CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING: 8'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE 91 FOR, ADDITIONAL SPECS. INSTALLATION CASE Il - COMMERCIAL APPLICATION FOR $IO0.0 ps.f. MAXIMUM A.S.O. DESIGN, PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING, :SEE. SCHEDULE #1 INSTALLATION THICKNESS ANCHOR TYPO 3 SIZE MIN. ANCHOR. MI, EDGE DISTANCE FOR CASES REB'D. (TV. TOP A, 60TTOM) .EMBEDMENT ANCHOR. /89 NILTI 041HUS-N 3/8 C POW4R FASTENERR 1/2' S //2•. TM- SOLT ANCHOR IL C WC WK 1/LT 2 1/2' 5 1/2' aOTILT B C 1/BO2-0 LT INC MK 3 1/4- T 1/2' LT T2 W�4BiK m+m,ry an EDGE IF AFPMMBLE 2'V=M OEPTLI/8' \ ALUM iMBE (TOP i'.BOT10N) I D/1/��orJ//s• NW BUnDIX.IEK aCREY6 2 1/4 W/ I' 0000' GLVF'm STEEL �IG'° TAPCONS M Wf OD.I 2 1/8 .QTBEDMENf 4 ]a e.c. WAgHIITO 2Pep 7um. CD I , N'N. to. 7 �- \ .—. EO„E F'APPIiC.ADLC1 T/2• r I � 2 1 T s/a Miro. EO, I CCNviti s 1'OJIm i CONCRETE (Ec - D Mi Nn) to S'x6m TICK REWD. I I POURED CONCRETE F,iT U'n ) \ I 8' IAin. TBCK�kEO'D. 4•'EKRRIdQ 1 END CAP 1 I `� NDTOH WEB EO I. �Fp. I4. u�. E.D. (TP. TOP/SOTTOk) i _ � a, T 4/4' u1n. F.'11, 4S4'4/8(6061-TB ALLo!) ymltin;. I Vm.. AryGLE E4 SOL u' •:D (WALL MOUNTED SHOWN, MAY 6E � a Wry srtuG„�. ALSO TI ION EDGE IF MaucaetE' &- 0' ON SHEET S.)O. PER SECTION-O'-4' ON SHEEP 8:) EC I <. C d _ _ DaDWR SECTION X4-X4 W/ �? & INTERIOR MULLIONI g' e. _ ,(END (V;/ ORIENTATION £ 7) 8 z > >' ��- mn.-LD ED �` ALUM. r' - T i/2i1 T/4'%DA3/4' • SIDE't?AIL (D�,NOT SHOWN FOR CLARITY `7 ]/a �" 11?. �F ANGLE W/ 1/4'Ox3/4' lTW DUItDEX rm. to. `j TEK SCREWS 024'o.c. To TUBE, T' CONCRETE (F. 116 CONCRETE (Cc Hn) \ I . I m) W R YD. 8'LEn.TlE4E FiEO'd ® I X4 (n>. cF/earta) RR.HM rEZ. 'A -KOE.x3/8''-10'(W61-T6 ALLOY)AMm . ffi t ��' l{�' EA. SIDE W( (2) J/E'0 THRU DO.1S TO MULLIONILORIDA.B'JILDmG WOE (Nen'lGBh Vebpty 9.r . Z.) {Z) 3/4 Pr lftTlK BOLT TZ ExP0.'y610N MYHOR \Tf B' L . [uBCDMENT TD'POURw CO24CRETE _< } CMIT vurco we, 44 Nautilus mA.I m; u EDGE IF APPUMBLE, WALLMOUNTING WAIL (Tip. TOP R 801110 ), MUWON - , #.z : IL ECome 3'l ROT)RED CSrfORETE A ; a E 'CQERT SHUTTER SERVICES INC. f'F},, S rwn Tore, nc a F6swEEa+xa couarR+ SECTION W4'. ��OF�\17'Ltiy "u°�.aae.a�Iuu. Iw 6m sr.I �u�u+ 17-244 END & INTERIOR WALL MOUNTED MULLION:INSTALLATION PL SlRyrt;D 1E MmE ue. F'IrIeT z+m tsas SWE:: I/8' - 1' FLGE T APPLIOBLEl CONTINUOIA POURED CON'DiETE (fc.3-Im W k5m THICKNESS RZTD. EDGE IF APPUCAM.E-/ SECTION X4-X4 W/ ,(INTERIOR MULLION) (W/ ORIENTATION 6 21 (2'X7l QSEE MAXIMUM (a (INTERIOR) WALL MOUNTED MULLION SPAN COVERED. BY SCHEDULE 2D" FOR INSTALLATION CASES I' k tl' ON SHEER 25 (LIMITED LOAD, MULLION-SPAC114C AND SPAN INSTALLATION): INSPUATION CAM f RESIDENTIAL AND COMMERCIAL APPLICATIONS NTH..360.8 p.S.f. MAXIMUMAS.D.. DESIGN PRESSURE RATINC. I2'-0' MAXIMUM -MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE. W/ HILT] INC HLIS-H OR POWER FASTENERSWEDGE-BOLT ANCHORS. WIALLATICN CASE Ir - COMMERCIAL APPLICATION FOR 3IGO.0 pxJ. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VAUD.'.FOR CONNECTION TO CONCRETE W/ HILT] INC KW[K BOLT TZ ANCHORS. SHOWN WALL MOUNTING: MULLION. POURED CONCRETE WALL SECTION VV4 L Q INTERIOR WALL MOUNTED MULLION INSTALLATION *' .4. MOR STEP 1". OETAIN:JOB SITES AS.O DESIGN PRESSURE RATING (p.s.L) FOR THE OPENING AND DESIRED SLAT $PAN -L-(II) TO PROTECT IT (SEE GENERAL NOTE B2. SHEET 1). STEP 2 ENTERTOCHARTS(tn. lb & SbTHRU IC ON SHEET '15 TO DETERMINE, BASED ON AN I2" SLAT SUP 0), ANCHOR TYPEAT S111RA&P,, ASA. DESIGN PRESSURE RATING (p.s,Q, THE REQUIRED MAX SLAT SPAN'L`a, THE FOLLOWING INFORMATION IS PROVIDEDAT CHARTS I THRU IC TOPROCEED,WRH PRODUCT INSTALLATION VERIFICATION:' • ENTER ASA.. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE.THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL RECONSIDERED Lmo;MILS ISTHE MAXIMUM ALLOWABLE, SLAT SPAN FOR WHICH GIVEN 12- SLAT SLIP MAY BE USED: FOR AGIVEN .X&M DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART.ic: PROVIDES SEPARATION TO CLASS FOR PRODUCTS WA) OR W/STORM BARS (SEESTEP 4). 6TEP4:'IF PRODUCT INSTALLATION INCLUDES STORM SARS. MULLIONS OR STORM BARS MULLIONS, THE FOLLOWING MANDATORYADOMONAL PROCEDURES ARE APPLICABLE PROCEDURE 4s: IF STORM BARS ARE USED 1..MINIMUM SEPARATION To GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART la, ON SHEET IS,ITSHALL BEMEASURED FROM BACK OFSLATS TOGtASS- 2, ENTER TABLE ION SHEET22 WIA &D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALAOWABLESTORM MR SPAN (HEIGHT). 3, ENTER'TASLE$ 2.OR 30N SHEET 23, W9THA'S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP a BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS LEGEND FOR VARIOUS' ANCHOR TYPES COVERING PERMANENT (ANCHORS A a 0) OR REMOVABLE (ANCHORS B a C) INSTALLATIONS& ACHOICE OF 2OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, PROCEOUREAb:IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONSAREUSEDBUTWtO STORM BARS SHALL: SEEASEDONCHART to ONSHEETI6, ITSHALLSE MEASURED FROM BACK OF SLATS TO GLASS. 3 SEE SHEETS 50 IOA,11.11A,42,12A.13a t3A FOR REQUIRED MULLION CONNECTIONDETAILSAT CTOP 5 BOTTOM ONCRETE FORAFOR FLOOR TO CEILING WETRAFRi 7#RVa ,MOUNTINGS OF MULLIONS INTO PROCEDURE 4C IF BOTH STORM BARS & MULLIONS ARE USED 1,'MINIMUM SEPARATIONTO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART IC; ON SHEET 15, ITSHALLBE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET22 WIA.S.D:.DESIGN LCAOAND STORM BAR SPACNGANODETERMINE MAXIMUM STORM BAN SPAN (HEIGHT), 4. M� SCHEDULES SPACIle NG2c ON (MN(., SHEETS2'. e' OR rL AND DETERMINE MAXIMUPRESSURE MULUOSPAN - OOGHT) WIALLOWABLE INTERPOLATION IN BETWEEN SPACIN0.5.FORAGNEN MULLION TYPE &MULLION ORIENTATION. & SEE SHEETS 10, 10A. 11. 11A IZ 12A 13 a 13A FOR MULLION CONNECTION DETAILS AT TOP a BOTTOM FOR FLOOR TO CEILING EPPR WALL MOUNTING8OF MULLIONS INTO CONCRETE FOR A GWEN MULLION `TYPE (9.006, E o). - SLAT PERFORMANCECHARTS Ia. lb, Ib' & IQ: (ONLY VALID FOR 1/2' SLIP) FOR A GIVEN A.H.D. DESIGN PRESSURE RATINGOml). PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O evnaumfoc CHART Ia CHART III CHART Ib' CHART Ie IRE ASA I= USEYA1mMI POSITIVE ASA LOM) lulls[ 318'0 KVVIK BOLT 3 ANCHOR POURED CONCRETE 5/16"e TAPCON %L ANCHOR 5l16"6 TAPCON %L ANCHOR l9 9 . nun 1 u .1 . 70 POAU) I7.IIilY1Ci[ MAX. Al", WX, SW SPIN 'LYAL' (FT) SLIT _ 'LYYL' (FT) NAK SAT SPAN 'LMM-' (TT) REQUIRED UK SFPARg7WU TO GLASS MEASURED TO EACH OF SLAT Cat) go nu MOPiT m ama t TAIPPO) MOPS la rem ♦. 61Rnbur wae'i ImM a® ■Ill roils a 1RVPLD r aanwur of wmYti, (Le0-q0 ot affirm© iGit m mrts • 0wsm = ou • aun-9trt y icrts a 14 M0�© W/o Sio181 EMS " 1-3 gym` arE w STORM 1-3 OAK wamtmr¢ Y0•-0- IB-4'. 20'-0' m•-0' m'-0' 151-4 2T-T 18•-T 20•-0- M'-4' 18'-0' 15'-6' 1' 14 i 2' 8' Y 2T-T 15•-3' 2W-T 18•-0' 2V-0' 15•-0" 19'-0' IS-S 20•-V IW-0' IV-Y '14•-0- 1' 141 2' 6'. 7- 2D'-0' IS'-r t9'-7' IV-B' m'-0- 14•-5' 17'-4' 14•-10' 18'-11' 10-5- 14'-t0' 121-9' 1' f4.1 2' 6' 7" 20'-0' 15-0' IB'-0' U5'-3' m•-0' 14•-2' 16'-0' IV-8" 17'-4 IC-Y 13'-9' IT-0' 1'14 .12' S" r 2w-0" 1Y-10' IV-9' W-2' 19'-t" iJ'-t' N'-19' M'-ID' 16'-2' 13'-1• 12'-9' 11'-0' 1' i4 t 0' 7" 2D'-O'' t4-W iS-8'- 1J•-4 1T-9' 12'+(' IV-11' IV -I' 18=0' f2'-C 12'-0' 10'-V 1"'141 ' e"7" 19'-6' /3•-9' le-8' 12'-r I8'-9' 17-8' U'-2' II'-r 14'-2' It'-$- 11'-,r - 10'-0' 1' 14 It-2- .6' T 55.0 16•-4' 12'-tt' IY-11, 11'-11' 15'-9, 10-0' 12'-e 1tY-11' II'-4' II'•G' IV-10' 9'-V I' . IP' r r 704 _ 17'-4 17'-1" 13•-3' 'I' r 161-0' 10'-6' IV-10' IW-4' 12'-9' 10•-6" 10•-4' 9•-V 1' 13 1 Y W T 7" IV-6" 11-7' IV-7' m•-10' 14'-3' 101-0' 1T-4 9'-1/' 12'-W IT-0' W-IT W-TO' 1' 13 t ' B' r 1ID.0 15'-8' IV-T 12'-D' 10•-5- 131-Y W-V 10•-IO" 9--r IV-7"9'-5' 9'-3' 8'-8' t' IS r 7' 65.0 Iv-D" 10'-5' 11'-0' IV-01. 18-0' 9'-3" 101-S W-3' ll'-2' 9'-3' 9'-0' 8 -3' Y Ir -8' 7' EGA 14'-2' 10'-1' II1-2' 9'-8" 12'-9' 1 IO' IV-11 W-11' 10'-9' a'-IT8'-10' 8'-W 1' '12 1 2' 4' T Val)IT-5' 9'-W IO•-9' W-4 12•-0' W-3' W-9' W-r 10'-4' W-5' 8'-6' r-9' 1' . 12 1/2' 6' 7' 100.0 12'-9' W-4 10'-Y W-1' ll•-w W-4' 91-S 8'-4 T0•-0' V-4' W-3" 7-6' I' 12' 6' Y 1010 12'-2' 9•-o- to, -I, V-9' 1173' S'-0- 9'-2' 8'-Y 9•-8' 9'-0' W-0' 7'-4 r 11 i • 'S' 7' fIOA IV-7, W-9' W-9' W-6-' 10'-11- 7'-IW W-IT T-11' 9'-3' - 7'-m' 7•-9' 711' 1' t1 IT 6' 7" 6'-Y W-8' W-4 T-8' 8•-6' P-8' e'-0' - T-8- 7'-C 7'-0' 1' 11 1 Y. 8' r f20.0 10'-B' 9'-2'- 10'-3- T-S 8'-5' r_T 8'-1P 'Py5' T-V 6'-10" I. ii' 9' Y f0'-Y. T-9' _ -'q•=0• 7. c......,. 7 _ 6,-2,.� _._ __�4..... _..8,.8,..... __ 7•-2' F-S V-8' 1' _ 1Y 6' ]' i30A' 9'-10' 7-6" ,F-9' 7'-r W-9' T-0' 6'-0' 7-2- V-S• TA" T_2' S'-8' I. TO t/Y .1. T I=m8*_3-_ 2 6'" 7'-Y 9' 6 6'-10'- T-1D T-I' B'-2' 8'-t0' T-0' V-5' i' .10 1/T.. 6' Y 74001'. 8-Y T-5' '.. 71r8' 6'-11' 8'-0' 6'-f0' 6'-P I' 10 i Y 6' _ ]' 1{5.0'8•-2- _ T-r W-10'. T-8' T-10' - - - I. IT 6' r 150A8'-0' T-2' 8'-6-6' - T-4' - ]'-9' - - - 1' 15547'-/0 T-0' T-3- 7-2' 7-7' I - a, -0' T-1' 7'-5' I' 10' G ]' * NHS 1. ABOVE INDICATED MM. SLAT SPANS MAY BE VSED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 Q IS INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND. A.S.D. DESIGN PRESSURE RATING, 2. REQUIRES SIDE RAPS FASTENED TOEMSTING-STRUCYURE WITH OCORG�/ GETBINTO PEDCONCRETSOLTEOGROUTRLN CELL �RETE BLOCK. OR WIN 1/4'0. TER SCREWS AT MULLIONS CONNECTION: VALID FOR WALL MOUNTED. TRAPPED MOUNTED. AND BUILD -OUT MOUNTED. 3. 'MAXURIM SLAT SPANS FOR INTERMEDIATE' LOADS MAY BE DETERMINED BY UNEAR ]INTERPOLATION BEIWEEN ENO VALUES. WALL MOUNT AS DESIGN SLAT $PAN RANGE P� 0'-V' t > 4•-5' t > 9'-6' 4 > 6'-7' t > T-9' T > 9•-W t > 17-16' t > IS'-2D' t % n6 9• 8' 9' 9' 9' 9' 151-40 9" 9' P. 9' 9" >41-e0 S. S. 9' 9. S. >e1-at 9' S. S. 9' 9" 8' S S 8- 5 5/e' >et-SDS g' 9' 9' 9' 9' 6 1/2- 5.5/8- >121-W 9" 9' S. 8' 7"- - - >141-164 9' 9' 9' 7' 7' TRAPPED MOUNT DOWNSLAT'SPAN RANGE RA�iV�A 9'-4' t > 4'-5't > 5•-8' it > e'-T t > T-9' t > 9'-12' t > 12'-16' t > 16'-20' t s 00.0 9' 9. 9' 9' 9. 9' 9' - 9' a. 9. 9' _ >a1-so 9• 9' 9• 9• 9• 9' 7 t/2' - - - >12f-140 9' 9' S. 7' >+al-iep BUILD -OUT MOUNT SLAT �SPAN� t �SLAT .SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL SPAN INDICATED ON SLAT PERFORUANCE CHART ON SHEET 15. afsv - - SLAT SPAN RANGE' PRESWK 0'-4' t > P=5' 1 > 5-6' t > 6-7't >7'-9' t > 9'-12'. t >. 12'-16' t > 16'-20' t LOy E E E E E E E E E E E s Sa.6 9' 9" 1 9' 9' 9' 9' 9' 9' 9' 9' S. 9• 9' 9' 9' 9' 9' 9" 9' 9' 7 3/4' 7' 7' S 5/8 9' 9° 9. 9" 9' 9" 9' 9' 9' 9' 9' 9'!77- S. S. 7. 7' 6' S 5/8' 5-5/8' S.5 9' 9' 8" 9' 9'. 9' 9' 9' 9' 9' 7 1/2 7 1/2 6' S i/b 5. 5/B 5 5 8 5 5/8' S 5/8' 9' g' S. 9' 9' 9' 9' 9' 9' 9' 9' 5 5/e 5 5/e 5 5 e 5'S/65 5/8 - ->et-IDS 9" 9' 9' 9• 9' 9'9" 9- 9' 8' 8' 6 1/2 6 3/4- 6 3/4' 5 5/8 3 5/8 5 5/8>196-120 9' 9" v 9' 9"9' 9'9'•''"6 9 2 6- 8' 'S S 8 5 5/8 >121-140 g' 9'9.�9" 9' 71 2 - 8' 8- a 1 2 ' 8'B'8' . 5 5/8" 5 5/8' - - - - >141-tea 9' 9'9' 8' e' 6' 7" 7° 5 S/e 'G 3 4' G J 4. 55 8 5'5/8' S /b: SLAT SPAN RANGE 4ao:. µryq. w0b0 0'-4 t > 4-S't >.S'-$' T > 6'-7 S - > Y-B'. t > g'-12' # Y 12'-16' 7 > 58'^2W P s 30.0 6" 8` 5" 8" 8• 8• 7 1J2' 8.t 2' 131-40 8".. 8` a. 6' 6. 4" >4i-60. 8" 8' .:6' 8' 8` 6` 4' �S _ _ 4 1/2" 3 4" - >61a09 8° 8" 6` 6 tJ2' S. 3 3/4' 3 3/4' - >19a-+90 8' 9` 5 1 2` 4 1/2' 3 ib-i40. '8" J iJY r6' 4 i/Y 4' 3 3/4' _ _ a1At-1W g•. 6` 5` 4' 4' - _ TRAPPED MOUNT Aan SLAT SPAN RANGE 9R# r Nt( 0 T4'-5'S > 5'4t > 8'-0'"t > J'-9't 19'-12'1 > 12'-16't > 16`-20'T s 300 5 t 2' .6. 6.. 6. '- 6. 5.. - e".:_..._... 11Y....... 112.. :6' 8' 6' . S 1/2'. ...-_6 4' _..4 4' W-W 6` .6 '6 �— 6 >141-ian 6' 6' 3` WILL)- UT MOUNT SLAT' SPAN~ T MAX. SLAT SPAN .FOR A GIVEN A--,D. DESIGN LOAD SMALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCECHART ON 'SHEET 15. SLAT'SPAN RANGE > 4'-5' t > 51-6' t > 6'-Y t > 7-0` t > 9'-12`1 > 12'-16' T' > 76'-20' t pp1 E E E E E E E E E E E E 6` a S. 6' 6" 6" a 6' 8' _ S /12' - 6 1/2' + 1J2" 4' {' 3 3/4' >31-40 fi` 6" 6' 6'- 6, 8' - .8' 6` S' .. 6' 6' 8' 6" 8' . g• G" 6'._.. S 4- 4`. 3 3/4" 3 3I4' 3 3/4' 3 3A" >41-40 6" 8' 8" b•' 6` 6". -8' 6' 6' 8"- 6' 6' 6" 6'. 8' 4" 4' - 3 J/4' 3 3J4' 3'324" 3 3/4' - - - A61-6o 6' 8` 6° 4• 6' 6' 8' 6° 5 512. 8' 6". S' S' S -4` 3 3/4' 3 3/4' / - 3 3J4` 3 314 - >a1-195. 6' &' 6' S' 6' 6' e" 6` fr 3J4 4 1 2 4 1/2. '3 3/4. 3 3/s" 3 3/4,' 3 3/4' 3 3J4' 3 3/4'- --- ? >1aa-120 3/4 5 3J4 41/2 4 1/2 4 1 2 3 3J4 3 3/4. 3. 3/4" 3 34t - - - - -• >t21-1w 6. 6. G. S 5.. 4" A 3/4 4 3/4' 3 3/4. 4 t M1 i 2 3 3/4' 3 3/4' 3 N.47 1. 2 i 1/2 3 3/4 d' 4" 3/4, - - - - - CODE M.2' 0!1 MW SLAT SPAN RANGEPAMM- P'-4' 1 -. > 4'-5' 1 > 5-6' i > 6'-7' 1 > 7'-6"1 III-Ir 1 > 18'-20' t a W.0 B" B• 8' B" e' b' _ 6' 4 I/2' S. S'. 7- 1/2- 7^ 5 1 2' - >81-iP6 6 4' - - TRAPPED MOUNT Ll PRESM Rj1M0 RI PE at SLAT SPAN RANGE .. O-4 It > 4'-6''tkj/2' > 8'-7' t > 7'-3' 1 > 2'-12' 1 > 12'-181? > 18' 20' T 8'°6'°b'6'6' 6' $*. 46'd 1 2` 4 1/2'4 1/2'>1xi-M 8' S' 3 3/4' _5' - - BUILD.0I17'MOUNT SLAT � SPANS t',M�SLAT. SPANFOR A GM A.S,O. DESIGN ,PRESSURE RATING SNAIL NEVER EXCEED MAX. SLAT SLAT PERFORMANCE OHART ON SHEET 15, .SLAT SPAN RANGE Fl 0'-4' T > V-5' 1 1 5'-6' i > 6'-7, t > 7'-V 1 > 0'-12' i > 72'-98` 1 '> 18'=20' 1 WJW.0 E E7 E E E E E E E 8' 18"..._.... _.___ __.._..._���.._G'fi' b'6"$' 6 $' 6'e 6` 6 5! 'S 1J2 6 166* &' 4' B" 4' 5 f/2' 4'- 4' tJ2. - - -. '- - - 3 3J48 3e3/4'> -M1 6'6YJ2 5 1J A S(2 4 1/2" 4 1/2 3 3 4>1x1-um 8' 6' 51J2 '4' 4" 3.3 4. 3 S 4 r141-1W: 5` 5'4' 44167 n si¢Sr " W" (USE MAXIMUM VALUE BETWEEN POSBIVE AND NEGATIVE AS.D.'LOAD)- MAXIMUM &S.D. SLAT SPAN RANGE PRESSURE 0'-.4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (RsT) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 155 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 385 120 440 140 398 180 823 240 1326 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1265 360 1962 4B0 :2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360- 1695 480 2422 600 2547 596 >81-1.05 123 216 550- 263 711 315 1142 368. 1372 473 2009 591 2492 638 - - >106-120 313 240 728 300 1 881 360 1345 1420 1587 540 2112 640 - - - - >12i-1401 552 280 950 350 1 1003 420 1612 490 1869 630 2039 635 - - - - >141-1601 781 320 1186 400 1322 480 1873 560 1740 640 - - - - - - FIAT �S'AN� L--� SLAT SPAN DEFINITION DUSNED TO SUPKRT Vx AND YI:CP= M PDMW WW FOOT OFSRUTTERMMT AT BWHJMSS. SEETNSSREET FORVASVFVALUES Vy SIDE RAIL `� Vx VY StATPERFORMANCECHARTIIIi AE IC 1:(ONLY VALID FOR ur SLIP) SLATPERFORMANCECHART LIDS SS l•C1:(ONLY VALID FOR t/A' SLIP) FORACNEN IeM01AA1A80CEpdIN1ES8YNE MTWG Ip•AANDSXUfIFRbflIPRGWbYi10NF0A f[RIAGMNMAl91tN1I.O0. OFACA4 PPfS91RE Mlow01AA0A106HURER lgt6R CONa110NfOA MSTALLATWSVAO6TMW BAPSfEA DETM38flOYY WSfALUl10N3 Y'AOBTORMBARSPEq OETM28ELOW CHART lb (> �T/ CHART ICI CHART Ilbl vaGot T/ CHART IICl V21FYlyR YIORBY]YWI Fes! AAFfASMesD i010 f� L�ON)ylt�lL A4D. t4 YF.VFIi W[ DD19A4 RWmi /M.ImRM ASa 1010" � BIND )ILIC 91"TAPOONALANCHIOR WI. SLAT SPAN �. •• (N 6R60 TAPCON n ANCHOR 01 SLAT SPAN � LSRI.• (N> UAX SLAT SPAN twe (n) IbpIR ED 1}L fFP wm W. usFm •m B4a4 a-aA () W19YY �, •� RD] M MAIL SLAT SPA! 'CHAT.• (n) ICpI U m M,,UM W III W B OR 00 ILA pu WAn Mm A wao-art uPdp R! ¢�3 }iNA wvOwt Ra}[ V '® M Alw wA ire • 0 R SfaW fife glm�aC RVIIQ "ALL NII6A R.mbui ry Rinael 1asia0-ort 9IF 1moa a.P a Y -.R 0 6TQN flUS fw0 wRi Z0NE4 rRp iOeR . Wm xONC1 1-5 Yam IMa. • xn... IG_o' IV_O` IV -a" ,a.-1• I. I a l 1oA• e.9• o_a e._r r-r- 1. era' 35A w. -IF IT-0• IV-0' T-91 Y 'B E 2' SSA w Y-8' Y-9' T-9" - ... I' I $ a- IOAr 'tT-0' lv-r IV-V Y-v 1' a12' Aw Y-J' 1'-0" 1• $. IJe• aSA+ IC-D' lw Iw-0' F__2r 1 e 1 ASO+ r-a• r-a Y-Y r' C 81 ' mo+ 10'-0' f6'-v IV-0' T-0 1' 81 e0A+ T-r T-r T'-r W' ' 1' 81/8' SSA+• iv' _ HF_V` Ip'-0' V-9' 611' 65A+ Y-S' m + 16'-O' 'W-v 10'-0' W-9' Y 512' aOA+ T-r Y-r T'-!' 6'-0' 1' al8' SLAT PERFORMANCE CHART IIIS: IONLYVALID FOR IV SUP) fORAGNENbA46flR.tA8A.0E81oNYAE841P�MTWO(WAANOSMISiEAMOVNTCONINt10N FOR LNSTA[U110N8 NAD BTORA &V IG FER DRPA II OECD W CHART IIIbl Mbi CHART IIICI �NWFYYWEmEDI ForNE Na armlr[AeaTooLIMO U1T w'OIAA PODifd ASA 'MIJI)It 6M6"OTAPCO4%LM'CHOR MN. SLAT $PAN •( (n) AOSq'LWL• VAX SLAT SPA ¢T)' lSWT3D Nx 6FPAWIION 10 1ESIE4D W Bi[R OF.61R (aJ FRIMMAIC1R411 FIVING RYL 1GMT OW ciOle avnan 1WAR/ =14 PO `djWi ®RJ oa uiN• • • R SIGN BAR; Rm20Mp Iy _IDK 1 a 500'• T-6" Y-6' 1'-C I e'-r 1' 1 61 ' nor T-r" Y-2' T:_]' W-4- I. 'B 1JeT, V-9' C-9' C-r i' 8I 8' 6'-5 feF_ 6';e' i' $ 1 8' no + e'-r 6Yr V-3' b'-Y 1' 6 i ' SLAT PERFORMANCE CHART IV' (LESS THAN IW SLIP) FORAGP/Oi A8.G OSSION LOAD (R a, SHUTTERMWMCOHDIiION INCLUDING ANCNOATYFEANO FOR UITTAt1ATWH9 N STOAMSA?.SPEROETPG 2VU0 3 6MV9 TAPCON AL ANCHOR IbE 4•a�111118 6 t A64�{DN ASA�IGID YN1R 16pt:'WT M SLAT SPAT . SPAN am DESIGN RIO 5(OPoI BlK 1p;�RLat}o-/art �wNort=rt RaD ]nS p�•g;t m RnRa �y•� n • to a ]OA• ab pbo w 6'-5' r p «• S. T. a._a. • I" FOR MOAS47-S'MN (0446) SOLIT ER1 PINE 112 (9•a55) OF' SRdIS FIE-PYi-9M (0-a3:i « Ip4p FOR Op[U5-M-S M'IG 46) SOUI ERI FOE:,J2 (6453) SLAT SPAN OEFlNRION +WW RR 9WnERII '' INSTALLATION INTO WOODFRAMESTRUCTURES i i/ �; 44167 V9:VAeY YoI Wl01 PC9M Aa I<oOM ASA fAD � NO }11[ W000 GRADE saki pm}F HAL SLAT SPAN 'luex.• (n), SLAW W aFss MEaiEn W n11 YaM aM � } . RARaR '� } 0 SIa01 Ella aTR Sv6 }FO m[ 60MERi PM I2 p•DJ5) 60, p'_C^ f• 51/1• OWa/3-Flfl-YA,'Rt(W0.1o) 60 L_y Y_y .E ME-M-41N C•0.36 60 S'-e' 4'-5' T DETAIL 1-(ELEVATION) 1. ASOYE INDICATED MAX. SLAT SPANS I.IAY E£ USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A'SPACINO IS AVAILABLE FOR THE CORRMPON0114G SLAT SPA:. AND A.S.D. DESIGN LOAD. T: RGOD FRAME WALL TO 5c BUILT STRMY IN ACCDICE RT111 SPECS GWEN ON DETAIL AND PR AISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER WE Of OPEW40 EHAL. BE 33•. INC. 17-244 LY.Ru9 b .WWI MAX. ANCHOR'S SPACING SCHEDULE VI FOR GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE. A.S.D. ,DESIGN LOAD (Dsf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"A" WOOD STUD (SEE DETAIL 1 ON SHEET.20) w000 GRADE '"n"' SAT .SPAN RMXE SO MERN PINE 12 (G=0.55) s 30.0 6' 40 6' __ 50 60 6- 6' 0OUGI/S-FIR-SOf1M (G=0.46) -s 30.0 6' 40 6', .RULE NNE -FIR -SO " G=0.36 s 30.0 6"_.. WALL MOUNT TO 2"XB" WOOD STUD WITH MINIMUM 12" PLYWOOD (SEE DETAIL 2 ON SHEET 2D) WOOD GRADE SLAT SPAN RANGE yf p"aw„� tlm{`>4m 5>> S m B'> 0 tot'>1 to9`> or I, l6' SOUTHERN PINE 12 (0-0.55) s 30.0 6' 40 6' 6' 6' 6" 6" 4 3/4" 50 6^ 6^ •6. 6' 4 3/4- 3 1/2- W 5' 6' 5 3 4• 5 1/4' 3 3 C 3• DOWAS-NR-SO41H (G=0.46) 5 30.0 6' e' 1" S. - 6. 6' 40 6^ . 6' 6' 5 1/4' 5 1/4* 4 1/4' PoNE-RR�OUIN G=0.36 s 30.D '0' " 6' 6' 6' 6" 5 1J4' BUILD -OUT MOUNT TO 2*)CWOOD STUD WITH MINIMUM 112" PLYWOOD (SEE.DETAL 2 ON SHEET2O) WOOD GRADE . uww SLAT SPA! RANGE 0=4" >{.s' >5'-e >C7' d' i9-m'" 6� iawr., ware w>rt. 1a4e. +am v4n4. w>n. -.a"r. 6'SOUTHERN PINE12 40 6' 6' 6' 6'6' e^ '' 6' 6^ 5 1/4' 5"1/4- 6' 6" 6' 6- 6 6'6' 6' ;1/2- 5 1/4' 4' 4^60 6' 6" 6'6' 6' 6'5 3/4' 5 3' 4' a' 1'3' DOUGLAS-FIR-SOUTH 5 30.0 6' 6' 6^ 6' 6" 6' 6' 6'''6' G=0.46) 40 6'6" 6' 6' 6' 6'5 1/2- 5 1/2- 5 1/2' 4 1 2-'��-M-5N30.0 m0. 8 "6' 6' 6' 6'6^6' 6`6' 6' 5 1/4' 5' • M47E MAX. SPAN XS. FORDESIGN-LOAD FOR A ' GIVEN AEVE DEXCEE LOAD .SHALL PAN IN EXCEED MAX: SLAT SPAN INDICATED ONA SLAT PERFORMANCE CHARTS ON 20"SHEESHEET. TABLE 1 Ate° ON STORM BAR SPACING (FT) PRES R.gwc a1 2' 2.667' - 3. 3.5' 4' 4.5' 5' 5.5' 6' - 6.667' 30.0 11'-0" 1,1'-0" 11'+0' 11,-0" 11,-0" 1.11-0„ 11'-0" 11'-O" 11'-0" 11'-0"- 35.0 11'-0" 11'-0" 11'-O" ill-.O" 11'-O" IV-0" 1$-O" 11'-0" 11,-0" 40.0 11'_O" lI,-0" 11,-0" - 11,-0" 11'-D" U'-O" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-O" 11,-0" 11'-O" 111-0" 11•-0" 111_0" 11'_O" 11•_0" 11l_0" 11,_O" 50.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" it'-0" IV-O" 11`-O" 11,-0" -11'-0, 55.0 I V-O" 11'-0" 1:1'-0" '11'-0" I V-O" 11'-0" 11'-0" 11'-0" 11'-0" 111-0, 60.0 11'-0" U'-0" ll'-0' 11'-0" 1 V-O" 11,-0" 11'-0•. 111-0" 11'-O" - 65.0 11'-0" 1 V-0".. Tl'-0" i V-O" 1 r-O' 11'-0" 11'-0" 11:5_0" 11'-0" 70.0 11,-0" 11'-O" -11,-0, 11'-.0" 11'-O" 1.1'-0" 1T-0" 1:1'-0" • 11.-0" 75.0 11,-0, 11,-0" 11'-O" 11'-O" 11'-0" 1V-O" 1.1'-0" .la'-O" - - 80.0 11'-0". 11"-O' 11'-O" 11'-0" 11,-0" 11'-0" 11'-0" 10'-10" _ - 85.0 11'-D" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-01_• _ _ - 90.0 1 V-O" 9 P-O" 11,-0" 11'-O" l 1,-O" 11'-0" 95.0 11'-O', 111-0" 11.-0" ll,-0" I. 100.0 111=0" 11'-O" 1.1'-0" 11'-0" 1V-O" 105.0 11,-0" 11'-O" 17'-0" 11'-O" 11'-0" 110.0 11'-O" 11'-0" Tl'-0" 11'-0" 10"-10"- 115.0 .11'-O" 11'-0" 11'-0" 11'-0" 120.0 11'-0" 11'-0" 11'-O" I V-O" 125.0 11'-0" 11'-0" 11'-0" 10,-10" - - 130.0 1 V-O" q4'-O" 11--0" - _ - - - - 135.0 11'-O" 11'-O" I v-0" - - 140.0 1 V-0" I V-O" 11'-O" _ 145.0 11,-O" IV-O" 10'-11" - 150.0 ll'-O" 19'-O'. _ _ 155.0 1 V-O" I V-0"` - MEaSUREO Rl BETWEEN CENTER UNES. OF STORM BARS iN FEET OR FROM TIP OF SIDE RAIL 70 CENTER OF STORM BAR. 'TNIS REGION IS ONLY VAUD FOR INSTALLATIONS.' OR MORE STORM BARS PER SKITTER. I THIS REGION IS ONLY VAUD FOR INSTALLATIONS 11.7/ 2 OR MORE STORM BARS PER SHUTTER. i STORM BAR SPACINO"B" (FT). 2' USTI 3' 3.5' 4' 4.5' 9' 9,9' 5'. ]9A CD. CD B _ABC.D CD. .C. A. D ABDO A,8 D AH D ABC O�; CD ..._�9�Cu. HOD. _A9 B .D tl 4D.0 4ACABC.D 8C0 A,B.CD BCp B D Btk -A Dn XOC.D AB CO Cp BCD' A ksC,D .ABCD B.CA A CD --6!Lcm- 0180-' BOA ABC D AB.0 A C.D AB,C.D AB C D A.B�C L. AB,yC D AB C}D B Cxp A ALD AB D ABC ABCD .C.p AD-6D BCO AB.0D_ A%&A AB_C_ ' ,_. _AB.0 80 0 BC BCD ADCA. 8C.0 B.CO . 0.H.CD A H.0 6 B.O 48.0 BC BCD .C.D CO 8 0.eC. 8C 0 ]0.0 6.0 BCD D D &CO B.c.D - HC ks.0 BC Ap A YSD B 9.0p xaD kycx A co 66GO ".0 ks A A BOO XDXIO BCD B.C.D AAC C kale A A A' 6" BCD 8 D ALB C,�O HCA BC C AB A A }40.0 BGOw. 0.B CA A,G BC - HC A. A �A. A �A A V9A. 'AB:C.D 8, 0 ABCD ABC. BCA AB A A 10MO.._AL 1D90 IT" CO_ 8 D _AB AO.C.D _ 60_0, .OD BCD A8R.0: C kRX AB,C__CxB. 9ff ARO x= . AB A A A A _A A -A A .. A A' .A A A A R 1160 &DC ROD A15.0 AB.0 A A ,A. A A A' 120.0 A8 SC &PC 8 A A- A A A A I= BCA . A B -AD A A A. A A A A 130.0 a. I k C ABC A A A A A A A IX0 BCD .ABC AB.O A -A A A A A 1QA ARICA dBC. Ae A A A A A A 14DA 9C.9 B,c B A A A A A' A 109:0 BCD- BC A A. AI A I A A IM1A ADC AA A A A, A A A 4E60. DCA I A I A I I I A I A 1 ANCHOR$ TYPE LEGEND A 3/8Ye cmSTEa K" BOLT T2 EXPANSION ARCNOR W/ 2 1/2'.Min. EMBEDMENT* h. V Min. THCK POURED CONCRETE (f'c - 3000 psi) B 3/8*ov1 1/4' POWERS CALK-1N ANCHORS,. W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (ic.- 3000 Do) & 3/6'D-16 MACHINE SCREWS C 1/4"u3/4"AM POINT$ SOUD-M ANCHORS W/ 7/8' Mie.: EMBEDMENT* TO POURED CONCRETE (f'c m..3000.,P3i). & 1/4'a-20, 18-8 STAINLESS'STM MACHINE SCREWS D �9/16'D QW/BUtLOEX TAPCON ANCHORS W/ 2 1/4' Min. IDAREOMENT* TO POURED CONCRETE (Pc - 2888 Pei) * EMBEDMENT IS BEYOND ANY FIM / COUNO KNISH STORM BAR SPACING°ee(FT) 2' 2.667' 3' 30 4° 4)5' 5' 5.5' 6' 8.66i m AD -: ABC.O &84.0 AACD A&OD AH .D A6910A &PC t,%c. A C. = ABOO ABCD ARCD HAA CO &Rc A,%C ABC. A9 Am 40A B.6.D ASCII kOrO A9CD 0.8C BC Bt 0.. A A 48.D' BCQ S.Oo XBAO ABC - ".c HC A -Ate. L- A me ABC.O H D KBAD ABC kolo A A A A 4 89A A.BC C.D A B C ABC A A A A A A 40.0 B.C.D A.B.0 B C AD A A A A A A 88.0 B:CD ABC 0.BC A A A A. A MO BCD A.B.0 0 A A. A. A 4 A m I ABCD KQ.0 A A A A A A 80A _ ABC AB _ A A A A -A - - MO C A 0. A A A A - - - 90A 60. _ A A A R A - - - - BSD BC A A A A A 1010 ABC A -A- A A - - - - - 1'.$010. &B A A A A - - - - 11DA A A A A 118.0 A A A A- 120A _ A A A p 1 Z&O A A A I304 A A A - - - - - 10.6 .A A A: 0 1 A A A - IBAD- _ 80AI A A SCHEOULE7a FLOOR TO CEILING (TRAPPED) MOUNTING - MAX. SPAN III) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.Dt DESIGN PRESSURERATING:(PAJ.)'& AMAX. MULLION SPACING:(ft) SCHEOULE20 WALL MOUNTING MAX. SPAN (FT).FOR END ANDINTERIOR MULLIONS FORAGIVENA'.S.D.. DESIGN PRESSURE RATING (P.S.F.), & A MAX. MULLION SPACING (FT)- ( MAXIMUMMUWONSPAN(M PAIxu (V6) u���641 W - MAXIMUM MLLION SPAN 4A ©4'ASVM'MUWON OO4•x85iiWMUWON ST 44h1N•TN&k:t&rRANCE)MUW0.4 �4'xnIMMUWON 01 4WKlI •MUWON 1'xTAIPTf1rA( RANMWILUON 010QRAOON' 1 o9Q10A1g9. 3I MWAI t O#t TIDN 3 ' OPoORA I. MWAOON, Z a91EMAiv, Pi. OMOIOOMN' 1 OWENIANJN 1 0YiEMA9GTl lT! tM6EMAil01I 2 m MrtEftlCdi . UREAtXt •.N. DR w. M m d0 f116 BRE w .ENO tMoC9' m n4FItl09- OD otnmm M WIpeM. 9N0 iNlWdi A.o xD-7 -10• 9-8' T-r Y-0' 9.-h; IC-. ltrb 9_6• Tab' 110 0Y Y-4 r- 6a• W-6• 6•a• 10'-0' 12-8 6'-ll' b'-11• 12 3>A 20'-0' ]'-4' 4'-0^ 6'-e' tl'a S'-e' to-0' Y-T Ix-410 W-W 6'-W B'-10• r-P O'-n• F-T n'-r 13'-6• e- a' -a• lY-6• N.0 2D-P F-16' e•-1o•R-6- W-11` b'-1- Y- W-a 6•-a• 7 , 6'-6' 10'-6 T-C p'-0 1' f3'-6' T-11 6'-0' IY-B' l!D H1'-0' 6'-6' B'-B 6'-6• f0'-6' Y-a• n-0' 6'-11' 13'-e' 6'-0' ix'-6'6A0 ID•-0'' -a' 6'-0' a'-1I• T-4' 6'-tl'' pW� #-6' - Ya• 5•-11- Y.e• yJ0 ]0'_0' 6'_9• W-21 S-0' 1C-Y -P n•-fr r-J- 1'-6' b-1Pben x0'-r !'a1• T-Ir 5-a• T-0' 6S' a'T'IY-4• 8-8 5•-T' S'-T4A0 lra bD 5•-6' C-e' ad' b'-6•Ir-0- S.-C `5'-6- Y-a- a09 1B'-T. W r-9• -a'-6• 0'-r r-Ir 8- 4'-6• 13'-0- !•-6 I65A . lea' !•-9 r-r r-A-. 6'-P r-4• S-P W-ID' B•-C W-6 W-a'a5A 1'-f' S'-9a'-p'6-10• !•-S•1T'-.• _ 8'-' S-8' r T-r y'a'... b'-1'..6' 8 G_ B 4-..... 6-o )f..jC9 it-r �:„$'.r5-6 a'- Y-6'T001?'•:Y5'_D•Y-B^ 1rry 1 •-6' b•- T'-r Y-1' '+ 9'-Y c-'r b'-t0' 4'-6•C-r5'-B]Y-8'5'-0' 8'-Y C-0•: -Ir_r 0•_6 la'w 4-r T-r 5 T-fO• '0a' T- r 11'-' r-Y 5'-e D'd' 5-Y 'Y_T !-!' 9'-4, 'B'— a'-T C-r 11'-B' S'-6. lr- ID'• 5'-B• Y-T V' Y-n• ... F-3- T•-9-• ]I'-0' 6'-J' S'-6 2 3 d f5'-0' ,!•-r T'-T 5'-C". 9'-Y 6'-Ir e'- '. 3 •-r S'-S 13b WO W-Y• 5'-Ir r-r S'-r 7-r 6'-A Y-9• b'-3• Il•-a• 6•-r S_T ] -3 m 4•-r a•-10• T-r Y-S' B'-S a•-1r 6•-r .•_.o• Ir-r 'S-T 17-3 m " IT-s• b'-ID' s'-a' -9 6-5 -B 6•a• W-Y- 6'-5 a'-0 1Y-3 9aD A'-!' S'-10' )-) 6'-r n'a^ e'-11' r-' 3 4'- 11 11'-r '&-b fY-3 1000 12•-9• 5'-IY T-7 S-r T-r 6'-8• T-e•. B'-{• '-!' 6'-6' S'-B IY'ti} IWO 12=n' -$'- 1, T-T' S'-r W T-r - e-' x 6•-o I2•-3 I054 IT-Y• FW T-r a•-r r-91 -a•-r r-a• s-s• n'-s• a•-r a•-9 — -1r-3 1a5o r-r s•-r ra• r-T b•a• F-D• 5•_•. W-r u•-r .Y-n' u•a tl0A ry'-Y 6'-0' T-1' S-6' 7-9• C-8• r•r 11•a'. 6'-8• Y-1r 1 -] i-r. It'-T V' a'- r-r Y-9•. 9'-0• Y-Y 6•-r 5'-' 11'-r b-11- ] - 1104 li'-1•... -6'-1 T-0-. y ..r-a• -6'=9• >•-n. a-r ]r-e'_ ..a•-9• s-11 t a I= 115a 1M1I> E•-Lv Y_T y,-n• d r-x• B•-J. a•-. 1]•-y _1r f -J 1 10•-!' b7• ?'-6• a-B' -9• S_10• )-a•' C-T• DI'-n• 8'-10• OW Y_3 I= 10•_S• 6•_r r-r a'-r 9•- • 7J b'-a• •-s• n -5• 'n•-a• •-0_ IBA W-xk -8-r - '-T' D'-'o )-1r -0 ?-f0' 6 fia' r-0. 6'-1 Y-a. t9?a t -r S'-r r-r P-ta p'.r - 8-Y a -a'. 11•- a-1' 1x•-3 1a04 6•-1r- 8-31 7-r a'-f0' W' T-0' ]_a' Ca' 1r_!•. Y-o' 6'-1z lY-3 la]0 a -ID' C'-0' T-T !'- 10' - 9'-J Y_p 6•-1' 6'-9' IP-a' B'-Y ta'-3 1]A0. Y-s' 6'M' i-Y 5'-if• r' T-1' T-10- a'-Ir 11'-r T-1' -x' fY'-3 13J4 B'-r 6'-1• r-r s'-n• 9•_ •. 3 .Y_ 5 ff•a•- e•-Ir u•-a• a•-r. ' Ira 1404 0'-1• b•-P _T- T'-r T'-10' r-If' IY-r T'-J' 6'-0' tY'-J IqA 9'-I' 8'-P r- 8'W' 9'-W r-a' 6'-Y b'-11- II'-S C=0' .T-r T 650 r-to' r- T-0' a'W 6'a' Y-r 6'-r r-fC 11--S '6'-0' W-J f000 '-6' 6'-b' T--' 6•-1' Y-B' T-S• -9 T-S' 6-.' IZ'-J Ia00 0'-6• '6'-6' Y-T n'-1' Y T'-T B•-Z• -0• 1Y-r $'-. 1Ya 1640 S'-J' 'r-6' T-t ff'-r-r-a' 9'-Y' r-8 6-a' r-1•- 1, �E•-5• •ra IIOD _p• T T-6-` r-r 9'-r T- Y-' '-S 9'-Y 6'-6' i]'- IMD W • r r-r n-x• -J' Y_ _ >'- •: UU)ON MULLION SPACING: "S6 • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAY, AUAWASLE SLAT SPAN FORTHATAS.D, DESIGN PRESSURE RATING SHAM NOT BE EXCEEDED: T MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, m INC. oAxN M 1s LYtN b L6lt aI OT SCHEDOLE 2D WAILMOUNTING MAX SPAN FORENDANDINTERIORMULL1ONS FORAGIVENAS.D. IZSIGN PRESSURE RATING W SF.1. e A ,Y-0'IA41(. 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Ir_r B- 12.-e- fdD ' 2 W -9• H'-e' 6-P 12' 0 lY-4- f0'-T 0'_H' "E-' 1ff-a'- +C-' LlY-r Y-C 13•-6• TWO t2'b'1' 0'-Y 0'-t• IY-C. .ii-e' IY-C 10'-] 0'-0' U'-6' a_.._ e•-4• r-5• T-o• +'-e• D'-lo• Ibw• Ir-a ,D•-r e•-1• 1]-n• +- Im a' -a' ]•-lay. o'-lr-: ,r-a• 12•b' 0•-C r-Y >'-C fl'-1' H'-9' D'IC 8'-b' Ix•-C 0'-0' 'Y-' 1'w+. tOO t?'-gA•-1 rV-2- Y6•. �P_V 4•-,•• •_t e'-0• IYp•li 12 r T-Y n-uV r-Y il'-C 0'-1'" 9'-6' b'w — 1a-6 G'_J''�W 9._5 12 gep 12'_0 _ -m 1)4 ]'-Y p'-Y r-I I- 10'-6' B'-9' Y-C T-O fa-C A-11' T-x fY-C TOA 12-B-8• C-11• 10•-➢' 8'-C T-5'0-0' r-a• 12•-C r-T 6'-1,' IY-6' ]0.0 t2•0•• 8w' 6'-C C-6• 0•-5• e•w• ]'-0' 1Y-6• 6•-f •O'a IY-0• C-11• C-O .Y-5•. .+Y-Y C-Y SW T-5' tY-0'''''''CO p'-0' 8•-C a'-C 10•-Y B-r. 'w' T-• s Tz r-e' lr-a• r-fY r-r 2,-C C-1• V-6• 12'-6' ppA IY-p'' e-Y 6-r W-1. "_11,-tff T-Y fY-6• a' -I- f]'- 'Y-e' 8'-a' )'4 ,2•-e' T-10' a'-! @'-6' CD ta•-Cr a•-D• e'-1 B'-u- r-6. b•-e• v-5• Y-S-S' e'-1' l2'-8' OSA f!'-0' 1' ]=I0' . S'-11' '-0' Y-6' p'-S V-0' a'-0. IV-t' V-rIrtr-1' 6'-r 12' 8' 6-6. e'-0' q'-8' fY-D' 0'-9' T-9' S'-0' H'-]' Y-4' e'- ' 6'-6' II'-H' B-0' 1 '-e' 00.0 IT-0' Y-0• ]'-]' S'w ]'-t0' a'-8" Y- 0' 8'-6' N' b-EA._..._ _ '-1 @'-+' Im IDJ.0l 12•-1' SCHEDULE 10 (UMME) LOAD, MULLION SPACING S SPAN INSTALLATION) FLOOR CERI P O M O 'BP N RENOB PAO MULLIONS FOR N S 0. DESIGN PRESSURE I ND A• H !. M SPACNG IN QdilSvA �4 LP:a> IAW . NIA%RAUM MUWON SPAN H]D TICK G MULLION MwlON. GI 4'x$21N'TMC14 MIIuiON G3 73ImmUHOK RN uuWGN 'aLOasM12, 64T Waoa 1, (fit r, I<!t r SO)i' f�T CU)t •CND ITR, CR-P _ ,NRRWR. DRFAIdt 3a0 a^-0• - 1r-s .+r-s• )Yx �•-a- - n•b` YA 1]'ro' f2•-6' -1]'-0' -ii'-D' 1r-6' -6' -11 I1'-t' 1T-d• w-v 11'b• 4aA ,!'-0' - ',Tn' 'r- IT-11' IC-11' 1T-8' - il'ro' VYI EpA lYb• 1Y-D' 10'-4^ IN-Y 1)'-6• .N'-ff 560 1)'-0' 11'-a• a'-10' 12-6. 0DA t3'-0' I,'-4• B'-5' w-tr '-'—f ' 17-6' 1'-C 90A t ' »'- '-C 9'- 1' it'w• )AO' a'-M 1P'-6' 13_w' 13'-8' 40A 8'-C 11'--" q'-' 12�_-4-4• T' _ ij:_0• =A rw' - , 1Y-C IY_6_ x Y-r fv - lY-0• tiISEY, f- Y 12' C �:r-P Ir-a' - 0• '- lY-r 1T-6' u'-B• 1R'-6• v'-0' 1r-C s .f'.1 lr• +' H•-' m Tro• ---0• 9'-0' B•-0• 9'-0• r-0. - 9'-0• 36D e'-0' a•-D• T-O• •-0• 0• 9'-0' 0' 9'-0' 9'-0' 4'- Cbn C-C V-0' 9'-D' 9•-0• Vw• aOA C-0• - 0'-0' 'b' Tw• 0•-0• TASD mo a'-0• B'w' Y-D• 9b• 9'-C D'ro' 1DD d•-0' 9'-0' T-0' 9'-tl' WYB0SAAD ••• B9B'--w9C0b e06..'_•-CW11 'B--KC ' a `NOTE USE Yd IF ANCHOR CONSISTS OFlOLTL 114C RUSH SCREW OR PCWER FfSLENERS• V]EOOEBC.TANCHOR 6EE 6CHmULE518 TON SHEET tBA • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE, SLAT SPAN FOR THAT DESIGN LOAD SHALLNOT BE EXCEEDED. SCNEOULE20' RIMMED LOAD, MULLION SPACING ASPAN INSTALLATONI • L MOUITIED MAII, 13PANM1 OR FMD4 NTRK)I 1 AS.D. ➢ESMiN PRESSURE RATING ll NDFORftlABE D8S-0'H A9E III MAY. ' MULUONON9PACIIK III' CA.7fl Ya N a MAXIMUM MULLION SPAN (In G 4']p4f!-THICK LIVJ Gt A}ZXU•THICK MULLION W 2XrA1N'THICK MAIM mve+c + +RbM kit i (B)t r (fit. kit r (O t r t lU)t CND B(RFEfH END 9RDEOR '&i]EW END PRWip9 ]D.B q-Y r-6• .13•_p• I2_6•. R•_6• 11•_p•. StA y'-C tY-8 Ix'-6' 11'-IA Q'-8• 11'-0' lY-H' .m 1x•-0• - lr-s• l0•-11• la-M• Ir-e• - n•- na r ppD lr-p' - Ir-C• p•-4' IV-r 12--6' - n•_p• EAG Irw• n•-R' V-iC IV_w 12•-C 11•--0• 12-6•91-11. ' 6'-0• 9'b 9•-0' 9' sui I. 40.0 n'-9' 9-0• 0-p' 0'-D' 0'-E' 9'-0' 9'-W 0' 9'b' EOA - dSA SW9'-V 0'-0• 0'-0' B'-0' V' 0'-, IT B'-0' °� V' o.-0. ._o.. D._o. 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WXMUMMULUONSPANV0- MAXIMUM MULLION SPANM u1Y. _B® .wait 19D2Y1 ®4SE'xIWMUW GlON 4'38'XUCMUWON p 4WllIA'TW-AjrSrf ANGE)MULLION wi 00i11 1 I �IOq ®4"zS• ITMUWON @ 4'Ak14•.MULLION G2 4'.rdWTNIOS 'RANGE) ') (N a (RvLpAMX+ 1 212DRATAN 2 IIRICMDIMN 1 O =14 2 01UIMt10X' 1 2 OIBQrtNgll 1' OBIMAIIQD 2' d MA" 1 R (BIT 0 ATAN 12 o� vttw9x 21a wrtlmv av Mrtzon W2 wrnom a•B. -d2 Bvltlam 'um Bvrtvnv fJfo fvrown a+o u]bmm 9-s AO 36.0 ♦1)A. 65D. _ OSe -im 1mO ItOA 1fA9 f.WB ISSA 13BY r-0• Y-0' Y 1'-0' T-T Y-0' _0• Y-0' Y-0• Y-e -C- Y-0' Y-0' Y-0' Y 1 -b• 12•-0' 1 1 -e Ir-D• 12'- • 12'.r IT" 1'- fY_0• 10'-i' 0-IT '-a' Y-Y: Y-Y 8'-C r-R' N-e' Y-a' 1Y-D' 12•-b' 1V' 13'-0' -T 11'-!' 1tl-1 ' •-8' t'-Y' B'-tf• 0_9' 9'-' w_r 0'-Y _ P r-Ig B-!' 8'-a' r-' r-p Y-11' Y 11'-r I2'-e' 12'-Y 1Y-8- I2'-8' 2.-B' 1]'-Y f0'-IY f9'-D' ID',+1' _-0' I V_r 9'-1' Y-+p. 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S". • MAXIMUM MULLION SPACING SHALLBE SUCH -MAT MAX, ALLOWABLE SLAT SPAN FOR THATAS.O. DESIGN. PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION 1SAS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT.