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HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED BY St. Lucie County CyF�NL"RAI NOTES: _ _ - B. ANCHORS' SHAL BE MSf4II LTD MUA'A1NO ALL OFF THE RECOMMENDATIONS AND SPCENTGATmNC NS OF THE AHOR'S MAHUFACNAFR: B. ONCMORS REQUIRED FOR 810.W CARS CORRECTIONS SNJd1 BE 15 SPECIFIED ON MPUGHtf SEC1101B SHOWN ON SxfR 9. I. lu,UWRwvs RIXLNG WITT R, SYSTEM, SHOWN TOM THHIS LVXUATD11 DOW4EHT (Pzo HAS MEN 6N F RIOM OF THE FLD mA wwM COOL POWER FASTENERS, M. VERIFIED FOR 0 NUANCE IN ACCORDANCE MI1H THE.1617 NAUTILUS POWNG EIRTTTEk SYSTEM SI .I. X07 BE INSTALLED AT WON VELOCITY HURRICANE 20NT5 (UMMI-GAME y/B'Pal I/4- EAU( -COST -1/4ba3/4' SWD-SR MANWACNRED BY MINUFACTURED BY ALL POW. INC. /OMWAO COUNTIES). -3,W0 HWiK BOLT TE MA4WACTURED Or. WLTI, INC. DES CH WIND LOADS BryAL BE DETERMINED AS PER SEMM 1509 GF THE ABOVE MENTIONED CCGE, -5/10.0 TALON NANUF URED BY M BUIIDT%. INC FOR A BASIC UNIT VEM n REQUIRED BY THE JURLSDI:DON WHERE THESE SHUTTERS WILL. BE IRTAL(F.D MINIMUMEDGE NSTAN(C 00 SPACING FOR ADM MENTIONED ANCHORS SHALL DE AS INDICATED DEIOY OR AT ABOVE MENTIONED SHECT. FOR A OIRECTI)MITY FACTOR k0-010,051NG MCE. 7-01011 INSTALLATIONS UNDER.2017 FIX IEDGE MET94CE ANO WE MMENTS ARE BEYOND ANY FINISH MATERML. AND SHALL NOT EECEED INC MAXIMUM (AS.D.) =0 PREJSUE MINIM B9tMG.GN. TWISTS 15-.T19V 18 & 20 THRU 2G EMBEDMENT IN Ono TO VEHRV THE MOVE CONoWn MTMATE DESIGN HAND LOADS -DETERMINED PER ASCE 7 10 SNAm OF FIRST REDUCED TO AS.D, OMM WINO LOADS BY YULTIPLWNC THEM BY OD IN 'ORDER TO ANCHOR GROUT FILLED OR SPACING 0 IDOS COGS"DISTANCE 0 IBM .CONCRETE CONCRETE BLOCK TO COMPARE THOSE. W/ MA%. (AS.))OESXH PRESSURE RATN05 INDICATED ON SHEER 16aHRU Ill k 30 THRU 28. 3/6*60 1/P CALL(-N 3,3/4' 4 112' 1 1/4' (3000 p40 NOT ALOARD 1/+^00/4' SOLID -SR 3' 3 7/8' GOOD TO) NOT AYDWED 2. IN ORDER TO VERIFY THAT COMPONFMS AND ANCHICAS ON TN S P.E.O. M TESTED WERE NOT OYFR STRESSED. 3/6b KNIT BOLT TZ G' +' 2 1/2' (J030 PM). NOT ALLOWED A 33X INCREASE IN ALLOWABLE BTpESS FOR MIND LDA05'WAS USED IN iHE1fl FNALTSS FASTENERS BEEN DETERMINED IN ACCORDANCE WUH HAS. 2015. 0/16'0 TAFCON R 3 3/4' 3 1/8' 2 1/4' (099 PeD NOT ALLOWED SPACINGS TO WOW HAVE NAUTILUS ROLLING SHUTTER SYSIEM'S ADEOVlCF FOR IMPACT AND CYCLIC RESISTANCE ALAS BEEN mnm IN CORN STOCCON 1609.1.2.OF THE PROVE MENUONEO CODE AS MCCOM TEST LAB OF SOUTH 10. ANCHORS REWIRED FOR MULUM CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHORN OR SHEETS 10. ACCORDANCE FIORIOA REPORT IOM.01-OB A PER AS)M [ IB96=05 E 1686-05 AD E WD STANDIMS, QUALIFYING TO BASIC PROTECTION TOy 11, Ilk 12, 12A. 13 & 13A IHSfALLATONS M WD10 ZONES 1, 2. 3 & 4. 50550.E TYPE' D AM ONLY AP.PLCACTE NNSTAW.TONA AS DEF NFA BY SECDONS 8.2.1.1; 6,2.1.2 AND 8.3. OF ISTM E 1996 ^SEE iMERS TO & N20 -KWM BOLT TZ E(PAUNSION -NUS-H SCREW ANCHOR ANCHOR MANUFACTURED MANUFACTURED BY n1l, TIC. BY COLD. NO. FOR ADOMDWUL UMTATONS. -WEDGE-BOLT ANCHOR FACTURE) BY POWER FASTENERS, INC. 3. All AWNMOM EYIRUSIWS SHALL BE 6D63-TO ALLAY (UNLESS GTHEPWNE NOTED). SEE SHM 2. MINIMUM EDGE DISTANCE AND SPACING FOR MUM MENTIONED ANCHORS SMALL BE AS INDICATED MOW OR AT (DOVE MENTIONED SHER. 4. Ay SCREWS 1E%CEPf END pEIEJR�DN SCREW© TO OE STANLESS.STCEL W4 OR 315 SERIES WTTH W gel COATED CARBON STEEL AS PER DIN EOCE DISTANCE FIND EMB O+EMB MC BEYOND AT FINISH MiFRIL EMBEDMENT 0 FILLED YIELD STRENUfiI AND 90 EAI TENSIE 30019. AL S.DS. ARE TEN =HEWS STRENGTH OR CORROSION RESISTANT MANUFACTURED BY DIN BURDEX & M U COMPLY YT FLORIDA BUMUD / ANCHOR GROWOR DRNCR CONCRETE BLOCK SPACING' 0 TOG;. EOCE )STANCE 0 MOOR CO=0 CODE SEOMN 2411.S.J.4. J/A^P KWTI BOLT R 27' 9' 4 3/1' (30011 Op) NOT MLLOIVEO P 5. TOUR TO BE ASIM A-307, GAVVWNB OR ACC D04 OR 316 SERIES STAINLESS STFE4 WTRi 36 kW MINIMUM 1/2'9'KWM DOLT TZ 3/BY. MHIK BOLT IT 22 1/2' 7,1 3 1/4' !J 00 P51) NOT ALLOWED 6' 4 l 8 2 (3000 PSI) Imi REEDING WELD STRENGTH. 3/B'0 NUS-H SCREW 4' S1 2'.<3900 PSI. NOT ALLOWED e. NMMDLUS ROLUND SHUTER SYSTEM BEARS V.S. PATENTS I''0085,225 AND /T OTLI IM 3/BY WDGM-BOLT 4 1/2' 4 1�2' 2 IT W000 P51 NOT ALW.T:O MLOYRO ANCHORS'70 WALL FOR(BSIDE RAR. RUML BE AS FOLIOS: N 6/0/Ba-IUS.XWON IWplf IT.7. i 7 1/2' 7 1/3' i 1/2' GOING P61 NO AALLGM (A) TO EXISTING POURED CGYCREIE: MA 30D0 P.AI, COMPRMW STRENGTH. 11. THE -INSTALLATION CGRYK MR IS TO SFAL/CMIK ALL PRODUCT COMPONENT CODES CONCH REMAIN M CONTINUOUS CONTACT VATN'IHE REEDING -S/16'4 TALON XI. ANOHONS M MAUFACTURED BY TYY BU1lOM NW. MPREVENT MM/NilN MUSICAL CAULK AND SELL PRODUCT TRACKS Am AROUND FULL LENGTH, -3/8'0 IYA( BOLT 5 ANCHORS A6' MA1IFALTUREO BY H671. WE. 12. R SIVNL BE THE RESPO UTY OF VERIFY TIE SONRCHIM Oi THE STNUCTURi. WHERE PRODUCT IS TO BE ATTACHED TO A.i) LO MUM EMBEDMENT INTO PWRW CONCRETE RILL BE. INSURE PROM ANCNORM,E. THIS PRODUCT SHALT ONLY Of ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD FRAAE BUNTINGS. 2 1/A' FOR3/IB'0 TAPEON TL'ANEM IC & ]'1 2' FOR 3/BY -KWIK B0.ANDWORD 3 NORD THE TUBWATED EMBEDMENT, 14. IMS PRODUCES NSTALARON SMALL COMPLY MINN Am SPECS IMCATED IN THIS DRAWMG PLUS-AAN G' BUILDING D MWIG REGUVSKN61'ICR'm[D NO CON PRO STUCCO SMALL -OE WNSI -AS PART OF BV THE 40M CTDN WHERE PERMIT R APPLIED TO. A2) MINIMUM EDGE DISTANCE (EA. INTO PWPED mom SHALL BE; AS & TT- FOR 3/SY WX BOLT.3 ANCHORS. EDGE 01BGNCE IS CHID 14. CRUDECHARSM NOT M IIp ART OF THIS APPROVAL 4' FOR 5/16V TALON TILLAa ANY 'FW MMERW. INHERE THE SHE 15. ((07 YWS P.E.D. PREPARE CDNDRANS )MATE FRO p BY THIS EWNCER ISGENERIC AND ODES NOTPROVIDEINFORMATION FOR A SITE SPECIFIC PRGTECT; Fw. THEP.EO. ' A3) INCASE TEAT PRECAST STONE. PACOMI:CONOR TIMOR PANELS, VENEER ON PAVERS eE FOUND ON NNE EMSTING WALOR FLOOR. ANGNCR6 SHA.t B TONG CHINTO REACH THE MNNSRGICRIiE- BEHIND SUCH PANELS. (0) CONTRACTOR Tb BE EEESSSMNSNLE FOR THE SELECTION. PURCHASE AND INSTALLATION &=DM LIFE- SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D. PR0MDED'NE/ DOES NOT DEWATE FROM INC CONDITIONS DETAILED ON 'MIS CEMENT. CONSTRUCTOR SAFETY AT SITE IS THE (B) TO EWS1W0 GROW i1LLEG am CONDRRE MOCK WALK MIN C-90 COMPAGTGR'S AID SIBRRY. -5/10'0 TAPGON A ANCHORS, AS. MANUFACTURED' BY HW BUILUM NG (e)'THIS P.E.D. WILL BE ON94DM INVALID IF ALTERED BY ANY MEANS. CIA) MINIMUM -EMBEDMENT OF 3/16-0 TOPCON A ANCHORS INTO THE GROW FILLED CELL CONCRETE BLOCK (9)SIDE SPEOFIC PROVE B BHALL BE PREPARED A FLORIN REGISTERED EMINCER OR ARCNFCCT MUCH NBLL BECOME THE fiGOEER.OF )WIN SHALL RE 2 1/A'. EMDEOMCNT. RECORD (EA.RJ FORhTHE PRWECT AND M Kim BE RLSroN90LE FOR TIE PROPER USE OF THE'P.E.D. ENGINEER OF RECORD. ACTING AS NO IMEOMSR NM 51UCCO.SHAL BE CONSIDERED AB PART OF THE REWWED A CE EDAM ENGUNEEP TO THE PFD; ENGMER, NWL S08111 TO THISLAYERTHE SRE SPECIFIC DRAWNGS'FOR W01YI- 82) MINIMUM EDGE .DISTANCE (LD3 OF 5/19'0 TAPCOM IN, ANCHORS INTO GROUT FIXED CELL CONCRETE (4) TNi3 PEIl 9W1� THE DISC AND ORIGINAL SEA. AND SIGNATURE OF THE PROFFSSMAJ. ENONLER OF BLOCK SNAL BE 4: EDGE DISTANCE R BEYOND ANY APISH WIEYDAL. PECOPG TWA. PRIOR R. B3) IN CASE THAI PREO\ST'STONE. PRECAST CONCRETE ON OR" PANEL. MISER OR PAVERS CC FOMID ON THE ON FLOOR, ANYHOPS SHUT. BE LONG ENOUGH- T0. READS THE MAN STRUCTURE BEHIND I6. PRODUCT WINE ' MRFd,$ )A EL SHALL BE LOCATED ON A REMAY' vUW NE LOCATION AT MOUCT-IN ACCORDANCE WITH SECTION 17D9.OD OF EXIGIM WALL SUCH PANELS. FL010D\ B1GLUW' D EA$¢L SNAIL BE PLACED FOR EVERY 0➢[NNG LABELING 10 COMPLY PITH SECTION I708.92 OF tNE FIO00A.BWppIG GETME BAY BE (G) M METRIC WOOD FRAME EURDNON SPRUCE PINE-FIR-500M (0-040), DOUGLAS-M-E)UM OR - GOUMM PNE.I2 W/ G +'DS5 TOM. 11Y YV RA hDA-OTRONO CODE (HOD 109N V.UK B MOIN 12mF) -5/1VO TAPCOM M. ANCHORS, AS MANUFACTURED BY IN SUILM. INC t nw a+ sr I 0]DIf ttT[CD Ie10. Nautilus C.1) MINIMUM 'EMBEDM OF TAPCON %L ANCHORS, 1NfG THE WOOD iWMC UNIT SHALL BE 2 I/4', PASCAL �' * ROIYNO AOY(vrSPehm n ATI No EM�RICMEENNT I�MO FINISH MTERW. SWELL BE CON06XERED AS PNLTOF THE.REOWREO INIMM_I T. �¢ ti,. � ! A. �L G Y V RACE. EXPERT SHUTTER SERVICES INC. C.Z) MINIMUM ME DISTANCE (EA.1 OF TMCGN ANCNOR6, INTO w000 SMAIA BE 2 tIA'. EDGE OuMAH�iCE 6 c . i '� .4: T\T +>. {' WILD T I n roeARIND coNFA aw=rt.A&M.+ .t�+ n._I.DIu.M OORTN�U E; R. Je� 811 17-244 BEYOND ANY FINISH MifflW.- � "1pY O AH'n . 1\M4 Ta.4nA. Nc bA mI-meD lIa4P10 M. C.>) IN. CA THAT PRECAST STONE. PRECAST CONCRETE OR-BNCK PANELS V11fDR ON PAVERS BE FOUND ON' TIC -[CODING WALL OR FLOOR. ANCHORS SCOW. BE LONG ENOUGH TO DERV THE M R STPUCEUREIBEHIIND _ T• L"'_ b F�A Tuyl }�' nx' uw I 10v 6xm 1 am SUCH PANELS. PC /pAiC -__ S1 X2 83 , #4 H7 88 N9 p• MT+7 I �..am• � � I � Im�— I .1_'4. k OE BUILUT TUBE �D SIDE.RAIL ewmuwznmRurn exanuumlwluem aws+P•« 6WLIP.1' 1 m uwv im1 1 (b a un• O TRAPPED ANGLE Q 4�MULION mesmuwoiawRum eaenN.umwruw aeuew.f nwex-r O�t 4zS MUWON' rySMIONNWIINLOY eras vn-r COMPONENTS La <. '� • .]�fT .. 1.N• 4 y0. �•.^w �y Ot] q LVY' KTA t m)' �• TH N_ � �rnuswrnTmmxtealrAwouan YAe I N XR02AONIHiA+IxMOxi OPTION fRtn>e -PN.. QPMNalrrav "M i U[EC • mv.) PETL6:.0 't`4 lam' iIMBfMlCSl6niti 0O2k ^V>• � y4 Rery' BY6JN0IITCSnNyUG fyt9fA AYItUueoomN. �§ OtfJ fu•10981N Onem00 � mPb � ST T Aar— tnP � OAW+mauutm tuat .r OBASESLAT pg'lNyg o>aauwxw+aum pre:tP•r LyOr ACETACBUSHINO "� mr zrn G y��: NeewwnninnRrmr4 ... OfMB✓aS�' . (,(MylY:OAYPf )- �fi*rvD.etmu ml lexm0s9 BUILD'OUTTUBE © nr�an.4uoouVremm fmalOxVMMPx/alm euxc im,r --" _' """'"" 24O W/LTi00YM ©RETAINING'SY3TEN: SCREW+BUSHIND Et BUIID-0UT S pile: vr.r emrnRw+mmnRm ass eves: vr•r � O BUILD•OUTTUSE �.� wexsuu�manRum -arazw.r �H '�[4,0l9b'ITW�BUIIAEX18fSCREW � .i+s• ANC xaltu y0. II 5/iVOI1WfBUI DENTAPOWX ANCHOR cumvlaRe avxe nr-r STORM BAR _may.@ @J 318.0HLLTi, PI C.WAKS%T3ANCNOR m4nuwuwRuar © ,4x?MULL! . wea'•r IL ECO1lot, ,�, „ „e W�,2 „� � w l PwID 4i[n1Y 7[dBwTAe a^> + ��Qy�}•;�p?. � a'u"tgR1 F ! +� 1�+ - EXPERT SHUTTER SERVICES INC, Pd $I W Q-44 M j n-zaa 1 2 3 4 6 B 7 8 9 10 11 12 13 14 16 16 17 16 19 20 21 72 23 24 25 m SIDEIEND CAP HOUSING (BACK& TOP) .040THICK HOUSING (FRONT &.BOTTOM) .040 THICK SPRING. BRACKET SPRINGASSEMBLY 60 MM OCTAGONALAXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUMSLATS1-10 ALUMINUM BASE SLAT 'TUBULAR MOTOR - MOTOR BRACKET SPRING. GEAR 8 MOTOR BRACKET BOLTI FASTENERS 60MMOCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR -PLASTIC OR ZAMAC. CASING UNIVERSAL 1MTH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET wTH BEARING 010%7 ftS mt, 17-244- Wi W .M 3 V. P O. END) ORf^NnUFW FMA SLAT INv[i I ATION QVEN-A SHi CASE 1.: SMUIIER HEWNT. EOUPL OR an THMI i1'-0' ANPLICAA.E TO INV.p T10NS W/O .STCTOI.DIMS. W/ STOW MPG OR W/ STORM EMS.. b: 31ULll6 WW/ 16]'+Ni.a UP TO IT-O'. (P) CWliNl1 SNA, BTART W/ II SU.1S AT TOP, PMOWED.BI 12. 13...... 1HEAEAFTEP, ALL I THE WAY DOWN, DACH GUT ISNAlI CONSIST OF NUI<TNE (5)SILMS Ot ➢0 SLOT NUMBER. PROCEDURE FOR ADDING GUTS DOWNA'ARO BELOW 01 SUT n4L BE CONTINUED UNTIL 'TO & SI ITFIER T=W IS COUPUTBD. OUAWEP a TIM SUT NONSTOR pNSTMLEO BUCK BOTTOM SUT®Mnr VAT WRN SNUT➢R'S NUCNT. (5) BOTTOM SLAT®MUST UE ALWAYB IN5T4LFD. •Y CASE 01 SIIL4TER WVHR LANCER 11WI II'-O' APPLICMU TO t1IST410IOt W/0 STORM ws AND IN/ OR W/O MULLIONS W/ HEIGHTS LORM iW,N f1'-O% (0) CURTMR SNNU. START W/ /1 SLITS AT TOP, FOLLOWED BY, I2 /5.......THLTIFAfTER, ALL Ta.. WAY DOWT, f," SUT I SMW.I GSINSWT OF MIN. PC SU1G OF THAT SUT NUMBER. PROCEDURE POP ADDING SLITS DOWNWMO BELOW I1 %AT rNNA BE CONTIHUE0T ITO SW IS IHSDLLEO. VIER 410 SLAT IS INSTµIFD, ADOTNO,NAL. 110 VATS MOST BE USED TO COMPLETE 1HE TwT SNUYIER NEIOW, (E) BOTTOM SUI@UUST RE"ATS WSTALED. POW (SEE s ANX V/9 A—e ° P `R b V/9 V/9 YW. 9AT _ _ '""_.•, —(IIC EGIEWLLB or AI[{i 15l .'�'_••. — NDIA�AI CIAIYU C .11.11 CI L9IATIYAl1 UI/ CY/1DU DADC A, NOTE SEE SHEETS 2 6c3 FOR COMPONENTS NOMENCLATURE N.T.S. & Y/7 CAP Ea. END) & Y/7 W 4 WU Wn"WIRNa1 SAKx1C r© IXI AS Mills 21�, 25& 20 Of ® Of 0 ENO CA W-2/11 ON W-4/13 mm SLATS i 9y,T5 f BATS �5�� a e E A a ( suxs Q R/8 (Typ. Co. END) i /9 IIA, W-1/10_DR W-2/110Rt Y W—d/120R W-4/13 ,tt Nox. SLAT SPAN MDx. SLAT SPAN Math SLAT. SPAN ttt"' {SEf 6CNEDULES ON (SEE SONEDVLES ON iSEE SCMEDOLES ON 5HEET Ts) SHEETS is k 1S) SHEET, 14) TYPICAL CONSECUTIVE glNGLF UNIT ELEVATION *, *! $/ Ml)L110N k W/,� STORM BARS NOTE: SEE SNEET'a 2 &'J FORCOM,PONEN75 NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTAL TION GIVEN A aNLmEn NEWT * CASE $HITTER HEW'HT EOWI OA MM DWI It'-0'. APPUCABLE ID INSVWTORS W/o STORY 9gR3;'YI/ SIOPoI pA16 OR W/ WON 6WS f[ NUfLPH^:W/ HEWNES HP TO IV-07�- (a) COWAN 6HAI1 SW Vf/ ft S S AT W.iOLUDWEO BY 92. 13..._.. THER5070 Al THE WAY �GURT SU1S DCWMY BOW /L O-7 SMALL 6�F �rItOtIl �R TO�ULOSSR PTN 1 SMi' G COHPLET@ WINTTY OP EIlMI SLAT NUNOER 06TPLIEO iG30RE BOTTOM SLAT JMAY VARrWRM 6tIVOTER'B REMM. (D) BORaM SIAT®MVST BE ALWAYS 46TALLED. ** CASE 2: SHOOTER HEIGHT IAAGCR THAN it'-0- APPUMLE TO MSYNL TJON W/O STDRM BAR �" W/ MVLLTDNS W/ HDWS EARGIA TIMN t110', (P) CURTAIN SRAU. START,W/ /1 StATS AT TOP, TOIAOMD BY. f2, #3...... IHER Vl Ito ME WAY now".E,W SAT f Sro CONSISI fF I'm (5) 51815 DP W SLAT MURM, PR00EDUREi TOR QUIRS.5tPIS DOWNWARD OELOW,fl SIAT StAU DE COWRNE VMR, 010 5 T LS LNSTNAEO. MTER I10 SLAT LS HISTAM, ADamauP #To STATS MUST cc USED TO coumIE THE' tOTAI SHVDER HEIWIi. 0 Of DR OOT©or ® V/g ^J d 1D7 BOX ��fTC:TYLF - xrix—r VIM T5 EMS SUPS furs ,.., .�-y(T�yp.rA, END) VIM vAx.VONnw (SEE SHEET-22) ,. IW 3/12 OR W-4/13 ( / SPAdN ,. 1© 1/POOR W-2/110N.1 (� V fl Max, SLAT SPAN If„ Nar. SLAT SPAN I Max. SLAT SPAN (SEE SCHEDULES, ON (59 SCHEDULES EDUIES�ON (SEE SCHEDULES OR SHEET 15) SHEETS IS 4 10) SHEET 15)_ TYPICAL CONSECUTIVE SINCzLE UNIT ELEVATION 0 W/ MULLION & Wf STORM BARS NOTE: SEE SHEETS 2 & 3 FORCDMPONENTS ND)AENCLATURE. N.T.S. * I T* Sma W2 Min. SEPAwm TO GUSS� sQEs. D 0/8 0/8 5/la'Y TM m n %/J a -T Y R I 2 I/4' iCn, [MRW� WALL MOUNTING NWr. Y4 O.V. • / - v Min. SEPAR1nON TO CLASS EEH(aalEa, _ Sam tt GESMEI IS) / 0 f � D 0 0/8 j 0/8 e IRW CONCP.flF ORIXYI MLAF9 LNWIPper. / 0 XL / 2 1/4' ICn. Rb'ai/a' OR 2.2 PRE 1/8' .1/4.04/4' OW StAtIn IM SCRM OD. D40' OALV. Amumu W/ i' 911..0.040' 04Wu82E0 SRT1 241 / VIVO TAPUXIS A % / m;.MER 0 24' 0.4. ] R/4' Vln. EMBEOMEW 0 14' os. POURED COMM OR GRROW FILM mxx ! WALL REWIRED, M), SEPARATION 10 CLA45 ! ! 11 QR w go n F i u _ 0/8 VIC" TAPCONS n: W/- � 7 2 R/i Woo EMOWMEW I O 24` 02. BUILUAUTMOUNTINO Huron+, BOO a Ron a+Ecb Ac AQ'ra. ]7-244 =e ft Man R W M 41tE0. 0/6 WALL MOUNTING. vyg�.MouNnNo 01 Dre RI '1'�'AAaiffAtt. ,WA IY9lF. 1�a/taY hPC9nZ 4 6/ R t Wv Rao+ 0 4t' Oa. qi� �nMD :D1kRElC 61.N 1 �-O a moan avmumt tD alss >n aDcut a am Wl wa mDi RI g6ilp NODO 0 h _ SFGTIDN 0-O _ ORIENTATION i ORIENTATION 2 WALL MOUNT END 1 ULUON WALL MOUNTEND MULUON MOTRAPPEo uNTIPE� 11P�PE�O MOUNT SECTION R-R (PU�� Np) ORIENTATIONS �1 & UW WALL MOUNT INTER OR M ON FLUSH MOUNT (WALL) BUILD —OUT MOUNT. SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS * ALTI 1/4 W/ FOR SECTION R'-R' (PLANT ORIENT�- ,PPED MOUNT 1NTERi R MULLION TO & A 6" S.S: M.S. OL17am1 n— MOUNTUILn—O UT MOUNT - w JAC - r SECTION 0'-0' (PLANT ORIENTATION #1 WALL MOUNT END MULUON TION O'-O' (PUN) ORIENTATION IT� WALL MOUNT END G I TOR NULUON Rrv. 1/z wn. J Mn EC Mn S lJ8 Min. 1/2' MIA. E.Dr-.-^FOR S/Vv E41Jt-W ANCHORS -3 3 I [.0: ----FBR IJ4'd'9Ou0- .7 ANCHORS J -4 hA E.B.---4 - FoR 3J6'E Ro OXT 12 fNFM w vASMxs ' a 1/e Mle. E.O.-.�--FOR 5/10.6 TMCON A ARVORS 0/10•p tAPCONS A w/ MAE OF W 2 1/4' Mm. NOEDMLNT O ARRBC691.E. w'I'O.Oi0.030'tYLY. / STEEL w"IR+ 0 24- o.c. 4' Min. jA 0 4) -�� w POURER CONCREfC � 5/I<'P //Rn"N' Kt LrgCK RC9BRrED ENBEMAFNT_An j I 5YEELwASNER'OY. 14' o.<.. Y 4R W 1 SEE STEP J OR SHEEV 14 FQRSPCCVL iREATNENt FRR WIND 2PUE5 1 THRU 3 al f• Min. VAND1 i-1- 3 ro { ;S � 2• Mln. �OHI '19) wIN047 DMWR -. (W. ITII<ICIf R[DUIRED MREP <O+cnnE 4,LOSE .OF'SLPB 3 bU ' IF MPOf4RPB 1/2' ,WC, .E.D. 112• M4. -L-FOR 1/0'0 T%JK-IN PIICNORS {' IEn4, J` Min, E0,-"-L-f'DH 1(,'b OW vASET ANCHORS I' ton. f.O. -4` 6Rn. 3/9'p MN(H(dT It EYYAlIiNII N;CRORS 'I/W Min. EAR -3' -S I/B' LOP, E.Ds-•I,--FOR 0/10'0 TIPCOR XL MICNORS FILING -I TRAPPED AND WALL MOUNTING: STORM BAR n SECTIONS V ��SEYOW E%hAWR (2). /4'CAtx"m 71 Te I (2). 1. SE SOS 3/Wd (z) s/eaxwa.BDI 1P)RI (2) 5/18"0 ARCOR Sl (m itlPWW) OR (iyp, TOP 0 ODUOAJ K rx(mlaR (W63-TO-ALLOY) ALBMINUN MOLE EA SIDE w/ B-'Y-14RJ/4' "w gUILOE% TEx TO STORRM RM 5`—^1 (Typ. TOP G BOT10M) SECTION S - S ., i cvMiwm moARnlw DETAIL A }.I/Y 0-20 OR 3/8' 0-16 w4ww BLOM 050 UMNRY w/ 1/4'. • 314•'S00D-SET OR $/8`0 o 1 1/4' f -IN AM>XXIS RE5PEOIYTLY SHALL BE LERT TT/..CTNER w/ MICH(RS'AT T{1E IRA ST,,, WAS ARE RNDJEO. (SEL DET. A). SECTION S1 - S1 Y WAS 0/8 R/8 R'/ µin. Min. E.D.--4—MCNi1RS3a INT'.NIOR MVWON SIGN (ORIENTAIION }2). I R W/ ((2) 3N'. K WITS 10 ANLUON .d•—� I(t) ® S71IN ROL7 rz EXPANSION ANCKRP Of fs- R' Mtn DII 70 R/8 Of pwp/ CAVE �IOP RN 9OTTOM) (TYP• (w. m/e2R9M)t. I, . d (m. MR/mum , POURED CMI MK) ] NC Min.)✓8' Min, iMCK PEO'D R SIAHif IL qw mxMPt1C.Wi[ DOLT Z PANVONMin. E.D 9- W.. E D -,--- FOR (2 3/K'c NWIK E Noq O INTERIOR MULLION (OPIENTATON 12).Min. I E 0 —✓:OS O 3/4'c XW BOLT n EXPANSION ANCM 0 END ANO INTERIOR MULLIONS C'b)k (ONE AIM 01& 12)'<NO ((ONENTATION 0 MULLNlN 92) ROORTOCVUNOITRAPPEOMOUNRNO'MULLIONS nbR aQ`� SECTIONS W-7 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION /2" " ALTERNATIVE SECTION Xl-X1 W/ C2 + D+ Q!), MOR } ,(END MULLION ONLY (INTERIOR MULLION ONLY) ALTERNATIVES SECTION X1-X1 W/ CG9 (1)'( ORIENTATION. A 1) SOX N07 SHOWN .FOR CLARITY INC. y lin CD. SCNEOUIE 0/8 or R/B or R'/8 EDGE OT SU6i LSn. E.D. IF MRNEAD1irISix SCIIEWLE Nm. E.O. SCHMUiE D or 3 or /B �—{ (b081:78-A➢0Y) AN)SI:t.flous '� .. 3 ANGti nEIvSNE.W/ O » _ __ Min. E 0. �I $[MEOW JEI "I .,mNA I'e • Jut Ms.I EE SCREDULE FLOORTOCEILINGiTWPWMOUNTING'MULLIONS (G) OR 0 .SECTIONS W-1 0 END & INTERIOR TRAPPED MOUNTED MULU( SCALD J/e - l• • SIDE RAILOD AND BOX NOT SHOWN FOR MARITY R (N NN 1-ES fluor) FNC��LE EA ' ,�ak,, --"i USA wEIYW(L�(INIDW) k 41 (END a Ewa) ESPOW 4EOUSR wwaNS SP44 COIAEM 8r WiDEaE NO FOR MSWI.AM CASES; 1. u a GN W� ➢ FL1 EID 1Y 2) I/I"a 1$/J 5• LP (WGCD 100, nUWCN SPFCWG Nib SPAY VV WTMb to ULLION HRRIREN 091 - RESGDDOL 40 COwDKIAL APPOU4TER4 POOR IWO fX1ERIM "t ILIGIVE11 AID, CIS" ERMINES W w I2'-0, V!%RWN NRUWI SPJCVD. I Dam SEE SCBtDM II a I2 MR ADIAMORAL &ECL r �1 WRIRE➢➢L41 - REWISFIK RID CON UM APPIMAAWI W/ tw pi.1. NANIM A£D. DES04 PRESSURE PA1VG. 1'4 . I WNAAI NLLVON M011a. SEE SCNEWZ II k 12 FOR AWOHA SPECS. W% QOk �l 1 )/Y 1EEI11 0 OEM ➢ - IXWN:fUAU APYUCUR)N PRO a100O.GAI. mum ASA. 014H PKMUK PAT4 Y-Op maAAI wLLPN) SAGN+., SEE yRIEON.E911-a 12 FOR ADWIRRLI. FnnFl Y SCHEDULE 01 Ixnw�Twx TNMcxnM AmPM M k SIZE OVP. MP a Do"") nN. EWN! CMMDVEM . OUPE �F G.SIS PEOb. J/a•P ULU RIG I105-75Cg[v� $,J/B'P Pa"'A PASTEUR WEEVA UT "OR FEUU4 b (Arm wLNdtl ]'1p• S IJl• W/ 001m11W fz 1 x• I/rA OUR AMU 6-R k 1/YA AOWER tA3fiHER OP (Dm OREWpt) InRLIW+ J• a• W/ OPkNTAnmR 1/14 H&MN m mex UnT TZ ONFOR a ®INfUIOR NVOJGNS W/ ON Mmi 02) b {ENd'MImN W/ 2 1/Y b 1/r MFNW /1). u A, 1/rP mn PIC 1AI5-M Gtl�w a . POWER.MFTERM WOOF.- W11 M'CrtOP f (c)L )'(END cm %1RWR —� 31 Y LtOM N/ 9PIEMAIRM'S PI Ofl Y/. /24 IELIR PC RATE DOLT PI MQT FOR D kPITIVIl _ W/ CPNMARNi /A k iH. N 1/2• Wtl➢RANN f1). n r 1/YA Non Olm MR-M SOREW M 1/2'A-PoWEP FASEENEP 6- OOLT ANDVA, SEE A NOTE ON SENFD bP $N OATIMA, •OLLd.NS D k sNerl tk VAIID MR Elm a e2 W/1)"mWEG'11 OR /2. SCHEDULE /2 ISE IIWI 1MWC6.4 ACRMkn011pC NP ANCIE MOD. ANtllp 4 It OR ➢.. A• 518Y IRA a1O'NUS-N SOOflY k b/pY POFnl FOREARM 2 1/r ) Op.E�RUT FHcNp& n/EF/u am 17-244 DPARRa WA svn faun IT 7 I CCNRNVM POURED—•_ CONCRETE (h . 3 W W L) 4" AGn. THICK REOD, OOR 01 ern' E R/8 or o 2 R'/8 p^1• 4 ttl Min.LE.D 3/4' EODE IF COY UMUS POURED'-��, CO^KRETE (i'c . 3 w ILn) �. S' MIn VtllC 1 1/2' L---""`"`. EXh1iKKi )/88 or RIB or 1/2- ALUM, SUILOU TUBE. ECCE Ir APPUG POURED 7 3/A• MI . E5 EDGE IF MRUGBU: EOGE I' APPUCASLE __] 3/a'b, EA. 22•POURED CONCRETE(rc P�n m 3 W,Min.) '^ +'DEW 8' Mtn. THICK RCQ'0:`�G OR OGi©OR] 3N- Min. EN-"""_'p..i EXSM..,CA.LE 91DE. � G. EDGE IF APPLICADLE uum. UlGLE G. SIDE. W/ CGS OR * ALTERNATIVE SECTION X2-X2 W/ (G) OR (Q* lOR A10LLIo�J) (END. lNT£RIOR AIULLION) ATI(WITT or SIDE RAIL @ NOT SHOWN EDR CLARITY ThRLO Mt. 17-244 uAnem w w I1aye 1/4'M]j4'1 GW BUILDEX UK SOREwS fOGE IF APPIACABI.E� ENE IF MPLiCABLE 2YMUUJ!ON DEPRdt B" Cont. DWIV OAIvAwm-ShTt. WASHER D 24' ue. <' 2 1/2\ (ALUM. TUBE (TOP & Bottom) W/ EDGE.. IC APPUCABLE \ 9/16'0 TAPCONS XL W/ 2 I/4" 1 7 1/2• Min. Co. T 2' 4• it Min. E.0 ' - IMin. EMBEDMENT @ Z4' ao.�"`^ MaV. E.D. fT L, ) 1/2' Mln E.D. �- 2„ 9' POURED CONCRETE -J (ro = kal Min.) ( 1 POURED CONCRETE EXIHAOR b-'Min. THICKNESS-•"�F�me, ..�. b' Min. 'THICKNESS e /4• ; 2. Cl .�. �. E4 I EQ.�j CONTINUOUS POURED \ 1/2' CONCRETE(rt c 3 W A,.) \ MinE D ENO CAP p 1l2" IAin E 2" ) 1/2' Min. E.D. E' Mjn. THIOKNESS REQ'D. I a ,.. - - 4"x4'xtjP }_ _ _ 4' (6061-T6 ALLOY) (6061-T6 ALWY) T OLC EA SIDE. \ I G OR GT I'D= IF APPUCAS'S Mvm. AMOLE C'A, SIDE, EDGE IF APPUOASLEJ ( ExRTaDR LTE NATIVE SECTION -X2 wi G OR ' ALTERNATIVE SECTION�X2-X2 W/ G. a kwJT L4.R w1!9M - o } I N AT (W/ ORIENTATION ✓I 1) AT I Q/8" Or ( z6' or 4-X6') R/8 or Z I 1 R/8 or I R'/8S i R'/8 SEE MAXIMUM (D0 (INTERIOR) & ( (END & INTERIOR) WALL gE3 Sm in - MOUNTE➢ SHOWN, MAY MOUNTED MULLIONS SNN COVERED BY SCHEDULE 2ti' FOR INSTALLATION CASES I' & III ON SHEET 26 Coin' r (WALL I E) BE ALSO INSTALLED TRAPPED (UMRED LOAD, MULUON SPAC1140 ANO SPAN INSTALLATION): cu55 MOUNTED PER SECTION R._R' ) I ON SHEET (,) INSDR ARUM OISE C -. RESIDENTIAL AND COMMERCIAL 21/2' �.. I . APPLICATIONS WITH &60,8 sd. j Min. LD I 1 1/2"xT 1/2 xO,062NOQHT, ALUM. -ANGLE BUILDEX MAXIMUM A.SO, DESIGN PR SURE RATING, 12'-0' MAXIMUM MULLION W/ 1/4-W/4' JTWj InM, E.O. TEK SCREWS 0:24' o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO - 47T CONCRETE W/ MLTI IED NUS-H OR T 1 T POWER FASTENERS WEDQE-84LT it ANCHORS, a i/21 j I/2'.6• INSTALLATION O*E 8' - COL114ERCIAL APPLICATION FOR 310D.0 X2 X2 P.cf. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-D" IN,.w/to)n" 1 1/4" a _ j. 1/4 Orv'POAJaoDax) `L4 MAXIMUM MULLION SPACING, VALID FOR CONNECTION 70 CONCRETE W% HilTl INC MIX BOLT TZ ANCHORS. NVAUS POURED ' (ft - 7'9A"-•- xa41/4C&-S•(6D61-T6 ALLOY) Mum. y.NIGUE CO ED EA SIDE W1. (2) 1/2.0 IOMU DOLTS TD CUON LAIN, Co. CONCRETE tan) 6"'Mn. THICK \ 12). & 1/2 C KW BOLT TI EXPANSION ANCHOR i4 T SIDE RAtL:®NOT SHOWN FOR CLARITY REOO; ,. \ w/ ] 1/4' VA. DWEDMENT 70 PDUREO comet r, r�1 <. WAa (ttP. TOP h BOTTOM): ,'„N• ., Y 'y,14 FLORIDA. BUILDING CODE (Neu Bbh YiifWly Banc ft Ztia) d eDDE tr MPviCABLE WALL MOUNTING : MULLIONS G OR +' Fo-�V� -- W.44167 � o2An Ic1ECD ax.' - Nautilus aAm an SECTION VV,2 m/P4/IP �L ECOEwc, 0END&'INTERIORWALLMOUNTEDMULLIONINSTALLATION = o p +aLn. rta xa a 4NwxcFaala toxuav m,ew Pm, `xx EXPERT SHUTTER SERVICES INC. 17-244 �(•... .,..e ,• � 1i1 �l mPM T~•Y ��-nw11 MkwYwtwm Poiaw. umsoma,izIt 1lnn PDRF SL WCYC R J108A mPt a,,.4 OPF,ea Hs IN IONS �' APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING 1 RE/DALE ftwaM AN. J.Mtav --'- &41111aq Pa brAl.l. ve• - a 1' Min. E.b� Min. L I Mb, E.O.---I. I —D' IAin. POURED CONORM-) A 1 {YO • 3.ke1 Mir) p 3{ 8' Mir.. teOOK Ain. S L it II 6 li EKISDNC•••""h crass e , Min, a I E%IFAIOA £�y Frr 1 (11P. 1W)%OR01)e _I! II I1TP, IOPJWNPN j� E%PPN610N (� ilX" 2'M1'-b' T6 Mum. W WANMUN LON G� "GLE SIDT) 3A'4 0 TI SIUL IS O 3/!'n i{IbR�y11 60115 TO _ MULLON T' & (p It 3/41 e0t 2 EKPANSION M AIICNOP'W/ 6' MY. EMBEOMEM 7U POUP CO (to, TOP At & BOTTOM)riou) — II - - ' PODREp COeK.REfE k " 8'c " Mm; THICK RF.O'D. ''�411011111101111 EOCE OF SUB L.4j ' .III .1 i EDGE Of StA6 IF ARMI C E 1 I r µPUFU%-'c I EOM (2) 3/4'0 KWIK DOLT T2 E MOON -M' Min. E.O.--- 9' Min. U.- ANC11fAt6 0 IMEMORi MULLION I. (DRIEMATION j2). 1 9' Min. LO•- ). S' Min. ED, OR O] 3/4.0 "IN BOLT j� EXPANSION MOO IkS O ENO MULLION (DUE NIpTIOt!6:8t It (2)� FLOOR TO CEILING ITRAPPED MOUNTING: MULLION � 1 SECTION W3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SO". 1/6• - 1' IT El 3 SECTION X3•X3 W/ a , ND MULLION ONLY i7ek4n� amm i` G2 I FXIEfBOR {Ip' 11i. u.jww 7` '-7(6061-76 ALLOY) .., 317 aJ2'rA'-T (6O01-T6 ALIOQ Ep. SWE n/ 2) 3/4-0 Ai m. ANGLE 6,.. SIDE W/ 2) 3/4.0 TOMULUON di' THIN)BOLT6 IO MUWON h " WiLt T2 PANSION (2) 3/4-0'KVWK BOLT I2 ANSION III Mir. EMBEDMENT TO ANCHOR W/ 6' Min. EMUCOME147 TO :RETY (TYP. TOP & PWREO CONCRETE (T" TOR & * ,. I 02017 MRCP a, 17-244 eA..ue K. W Litt" _ Min. E.D. I. --�'� SCNEOULE /lj-"t I'TSEE MIF. E.D. SCREWLE 11)" 11:001 OF Su0 DOE OF S� � M'E' JSIIJ'xl/4'x0'-T' u '3' PDURETI CONCRETE ((SO81-T6 ALLOh�' n (I'c p 3 xet aGn�. WUm. MOLE FA, SIDE SEE -SCHEDULE /1. W7, (2) 1/2.0 iXall Dbb`TS 10 MMWUN fl EKISTING-"�I CIAss '� G3 min. G I, D(IERWR 4SE ANCHORS — I, I SEE SCHEDULE /1) n CIA y QI S ALTERNATIVE SE � _1 I v (2"x7" 1/ NE� �. 0 �� �; � • 51DE BAIL (b7, a„ I FOR CZAR Y, X X3 IN. TdiBOTTGur y 77 POURED CONCRER. fi -� J. r"("Ca 3 Miry), 4 Eo 1' 5EE SCXEMhE /1. SE f F OF Su81 i OE�y or sue TMLIGB.E� j6 Mi4MA81E I MI,E.O. Mi. '--(SEE. SCHEDULE/1 I`(SEF. SCHEOU" 11) PLOORTOCEILING / TRAPPED MOUNTING: MULLIONS CG$y SECTION W-3 '-u Vo 'SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE lb' FOR INSTALLATION GASES 1, la k 31 ON SHEET 25. (LIMRED LOAD, MULLION SPACING AND SPAN INSTALLATION): IWAL.ATION CAM i - RESIDENTW_ AND COMMERCIAL APPLICATIONS WITH 360:8 p.a.1. MAXIMUM A.S,D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. I%TAUA110N CASE IS - RESIDENTIAL AND COMMERCIAL APPLICATION W/ x60.6 psd. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'--0" MAXIMUM MULLION SPACING, SEE SCHEDULE (11 FOR ADDITIONAL SPECS. INSTALLATION M U - COMMERCIAL APPLICATION FOR 2100.0 p.s.1. MAXIMUM A.S.D, OESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE g1 INSTALLATION MIN. 3 A0 THICKNESS TYPE k 512E NIN. ANCHOR IN: F pI3fANCE FOB CASES' BWb. (?IF. TOP d BOROM) (?IF. .EMBEDMENT AHCHDR /64 KLIJ INC Mi - 1 °- SCREW, 1/1'4 P0WFJ1 FARMER 2 1/2' S I /2• WEDGE- BOLT ANCHOR V 4• 1/2.0 HILT1 INC KLWK 2 1/2, 5 1/2• BOLT T2 M 6 1/o2-0INC KWIK 3 t/4- 7 1/2- T7aTl 17-244 wxw w 1f1 IMd'M B (M. CONTINUOUS r CONCRETE (I'c 8" Min. TKCH R .\ 15/16" TMCONB XL 1 "2 1/4' 1Min, EMBEDMENT O 24' n.c. W/ i' OP.W.OW' DLLVAb2EP STEEL 2A' P.n 7-1 S. ! 3/9" Min. E.D. I 10 ( POURED CONCRETE (f'c k6i `-END OM 8° MIP, MICR RUDD. AY BE 'ALSO w DE INSTALLED TRPMOUNTED EDNMOUNTD 11L PER SECTION O'-O' ON SHEET 8.) F%fERI01t rf/2'x] I/2'xOA821CCNT. ALUM. W/ )/4'0.3H" ITV SUILDEx TER SCREWS 0 24' ", T0. TUBE. T __/2 1 fire Tw/ooBau) WALL MOUNTING I MULLION 62} P Crq€wALL—_ SECTIQN YJ4 9 3/4' Mtn. E.D. p"ya'n]/8' (6601—T6 ALI01) �i.Wm. >T✓rLE EA SCG EDGE IF APPLIDFBLE17 a SECTION X4XA W/ Pam? (END {R.�NT RIE OR M 110� 61/ ORIENTATION # 2) (4"x7') * 510E RA16fij NOT.SHOWN FOR CLARITY MRp v EDGE IF XL W/ 0 24' .... 4 3/5 \ Nin. E.o��l��i.���� I END CAP CONTINUOUS POURED F<C0.. THCKNEES r ' ALL MOUNTE w � fX15Tntc ii i Cl 8E ALSO INSP DIN°3 "'rt I MOUNTED PER ON SHEET SJ EIMMOR 0'/8 NO 3 I/Y (rs. raFlmrtaq, 4 3/8' (2) 3/8'9 KW1K NO T2 EXRVISION M6OR 2' Mh EMDEDMEM TO RCURED CDNDRETG �. NlALG (Tm: TOP M &MOM). . EDGE IT AovCABLE CONTINUOUS POURED \_ CONCRETE ([e.+ S.W Mn.) Ir MinMw4mREDD. OOAN S RBROKE] S IpNV-0 Q INTERIOR.WALL MOUNTED MULLION INSTALLATION EOGE II MFlJCABLEI I—____ 4 3/8' Min. CO. CONOAEIE S• MIP. D REVID. 4 3,W Min. Y.D. 4 i EDGE IF APPUtTDLE-1 SECTION X4-X4 W/ (INTERIOR MULLION) (W/ ORIENTATION A 2) // wxr) y SEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED 8Y SCHEDULE 2W FOR INSTALLATION CASES T' & IT' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION). INSTALLATION CASE P — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 580.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'—D' MAXIMUM MUL410N SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT INC HUS—H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSPILAiION..CISE IV — COMMERCIAL APPLICATION FOR f100.0 ps.E. MAXIMUM A.S.O. DESIGN PRESSURE RATING, S'—O' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK SOLT TT ANCHORS. m STEP 1: OBTAIN JOB SITE'$ A.S.O. DESIGN PRESSURE RATING (PAQ FOR TEE OPENING SPAN L• (N TO PROTECT IT.(SEEGENERAL NOTE82, SHEET 1). STEP2; ENTERTOCHARTS (Ia. III, &.A, THRU IC ONSHEET ISTODEIERMINE, SLAT SUP QN: ANCHOR TYPE AT SIDE RAILS: A.S.O. DESIGN PRESSURE RATING REQUIRED MAX SLAT SPAN"L"fl THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PRO, PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • PRODUCT MOUNTING BCONSIDERED: DING ANCMI FOLLOWING DEFINITION FOR SLAT SPAN E LwxTHIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2- USED, FOR A GIVEN A,S.O; DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le: PRO( §,'[CPS: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, PROCEDURE 416: M STORMBARSARE OSED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED CHART Iq ON SHEET IB, IT SHALL BE MEASUREDFROM BACK OF SLATS 2. ENTER TABLE 1 ON SHEET 22 W/AS:O DESIGN LOAD: STORM BAR SPACI. MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). S. ENTER TABLES 2 OR 3ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RAT DESIRED SLAT THE P MAY BE THE 4; H. IF MULLIONS ARE USED BUT W/0 STORM BARS BOTH T W/O STORM BARS SHALL BACK USED STORM BARS AND MULLIONS ARE USED .L BE MEASUREOFROM BACK OF SLATS TO WD STORM BAR SPACING AND DETERMINE IRU 316 SIMILAR FOR 1 d21 FOR-LIMITA71ONS M. mwa Pn •s. SLAT PERFORMANCE CHARTS Ia. Ib, Ib' IBC .IC: FOR A GIVEN A,S.D. DESIGN PRESSURE RATING (P.s.O. PROOUCTMOUNT CONDITION FOR INSTALLATIONS W/ OR VWO CHART I8 CHARTi Ib CHART Ib4 CHART IC USE iNE AGD. UVO USE MAXIMUM POSI LM VALUE 3/8"0 KVVIK BOLT 3 ANCHOR POURED CONCRETE 5115'DTAPCON LANCHOR W16-0 7H BPON PCON&LANrHOR — Dmnm7E ROOT to ..11 1 WAX. "D. MAX. SLAT SPAN 'LM1N._' (FT) SLAT'. 'L4AX.• (n) MAX SLAT SPAN .' (Ff) REQUIRED 41N. SEPARATION 7G CLASS MEASUR D TO 04K OF SLAT {70) DESIGN isve RATING' {PB(] Y4LL YDM7 9f MTY♦ 10.W4D YawO wIoll" FwO y[ s1fw2EiAY W1D•N1 wlwt w/® uII wrttY wNL HOwtt =Wmfi IRINO) WW1 f¢wI1Hfi BtBD 11HHB( Y DAD-HIrt wMvrN� wi m• wNt ws;IvSY 1H+'Pm I4wj115Y W Y -fur Bow/© maxam# W/o S101B1 1-5 am germ�iafF W STORM rm -x'H BARS WHm+30r¢ 'SOA 20'-0' 15-4' 20'-0' 2W-W 201-01 IV"- 2W-O' 18-0" 20'-0' IV , Io'-a' 46-8• 1' .141 2• -_B' T no 2w-0' IV-S' 20'-0' IV-0' 20'-0" IV-01 17-0- 16•-0' 2V-0` Iw • 16'-3' 14'-W 1' 141 2' 6' T 40..0 4SA 2D'-W 2w-9' IW-Y IW-0' 10'-7' 16�1-9-0` T6'-6' 15-3' 20'^0' T'-0' tA'-0' 14'-2' fT-4' IW-0' 14'-10' 1]-9 �12'-10' 10'-11 1T-+' tY 14' s' Y 14'-10' 18-8' 12'-0' 12'-0' 1' 1' fa f 2' 16 12' s' :B' T 7' _ 14'-10' ^ 16"-9' 1!'-2' 19'-f' 15•-1" 14-10' 16'-2' 13' 1'�� 12=0' -12'-0' 11'-0' t' 14 1 2' bSA: 2P'-0` H'-e' 15'-@' f3'-+' 1 '-.H' 12'-4' 15'-11' 1Y-1' 1B'-T0' 12' a' 10'-8" 1' _1+ 1 2' 8'„Y T _ 0. 12•-7' I1'^1. 1C-W 3.-2' itt"-E`f-2' 1- II.—S. 1P-4' IW-0" i` 14 1 2' B' ]' 65A, IV-4' IV-11' IX-11' i1'-Il- IB'vH' ❑''-0' 12•-5• IW-IT' lY-4' lt'.91 10•-10' W-C i` 14' B' T IV-4' 15-0 10'-8' 1P-f0' IO'-4" 12•-9' 10' s' 10•-4' 0'-D• 1' 3 1I 6' T- 78A 16'-6- 11'-T 12'-T 10'-f0• 14'-8" to'-C 11'-4' W-11' 12'-W 10' 0' W-10- V-10" 1• `IS i 2' B' Y 810 15•-9' Il•-0• 12!-0' lU'-5' lb'-T B'-5' IV-10' V-7' It'-?' 01- ' B'-S' 8'-6' 1• 13' :6• T. 67.0. IS'-0' 10'-6' 11'-7' 10'-0' d _o' '0'-]'- 10'-5• W-S 1 P-2' T B'-0• 8'-] 1' iS 8' T BOA 14•-2' 10'-Y 11'-2' 0"-8" IIT-8' g-10• 10'-1' W-11• to. -a. 8'- 0' 8'-10' W-01 I' 12 1 2' 6• T B5A- 15'-5• e'-B' IW-B' W-4• f2'-0' V-5• W-Y B'-0' IO'-4- V 6'-8' T-0' 1• 12 I Y. '6' 7" 1000 12'-B' 8'-4' UY-B` H'-i' IV-8' V-4' V-5• W-O f0'-0' 8• ' W-3- T-6' 1' 12' 6' T 1050 12'1t W-01 10'-1' B'-Y It'-S" 8'-0' 0-2' @'-21 -V_8' B•-6' T-C 1' 11 1 3' B' T 1104 il'-T B'-6' V-H" e'-6' 10'-11' T-10' e'-f0' T-tl' 0'-5` T- b• T-B' 1'-2• 1' 11 13' B' T 8'-B' 0'-6' 8'-4' - T-8' B'-8' ]'-8- V_o. 7' 8• T-6' 7'-0' 1' It 1/1' B' 7` 120.0 10'-Y 8'-11 9'-0 8-;--2' Io-r 7-5'_ W s' :T^6' `O'J" 8-11•_ T Y - 7-S 8'-f0' 1' IP 9' T IJ0.0 IOSO IV-2' 0"-10' H'-6' T-8'. T-8' �>'-2' 01-0' 8'-8' - @-6' _ T.-I1' ]'=B' T-'�" - 0'-0' B'-6" 7-Y �••-0' 8'-IO' 6'-2'� g-O` T-10' --— 7-Y �8'-11 B'-8' 8'-5' 8 4' ]' T 0'--10 2' 0' B'-S' T-2' 7'-0' B'-W 6'-6' V-5' 1:' 1' 1" 11', f0 1 3' 10 1 2�' r, 8' 8• ]' T T 1417 9'-t' 8'_IY 8'-4' T-5' B'-1. - T-6' 6-0" VB'_10' 8'-4] _1•_ 101/1' CIO' - G'_ .. - y _]' 145A 8 'B'-2' T-3` B'-10' - ]'-8' - T�-IU' - 1' ff 7•. 1 7'-4' - - T=H" - 1' IV 8_ 7- - 7-2- 1 - T^T - - _—_ r 1D. B.- 7. 1610 e•-o• r-6' e•-1o• a•-o• - T-r a•-s - - to• 6• Y NOTES, 1. ABOVE INDICATED MAX.. SLAT SPANS WAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES' ON SHEETS 17 .Y 1S INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND AS:D. 'DESIGN PRESSURE RATING. 2. REQUIRES -SIDE RAILS -FASTENED TOEXISTING'SRICTURE WITH O SRCROU��µCKINTO, POURED ONCRETEONtFLL//GCELLCRETE BLOCK. OR WITH 1/4.0 TEK'SCREWS 'AT MULLION$ CONNECTION. VALID FOP WALL MOUNTED. TRAPPED' MOUNTED, AND BUILD -OUT MOUNTED. 3.' MAXIMUM SLAT SPANS FOR INMRMEDIATE'LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION SEIWECN END VALUES. ik. Nautilus ROgIOg�Im4rSFnmm deji.A7 UTTER SERVICES INC. .Ni. VUTA RT,LJBFt7 17-.244 ao-vole . wx !4 n�-w.o 6NQ1 16 OI Pl WALL MOUNT • A T SPAN' RANGE oe'A01r SAE P 0'-4' t > 4'-5' 7 > 5'-8' 1 a e'-7' T > 7'-9' T > 9'-12' 1 > 11•-18' T > 18'-20' t 9" 1 9"1 7' S 5J8` >61-90 9' 9" 9`e" _ 5 5 8` p 5 5/8' 9` _8"I 6 1/2' _ 5 5/8' - >r2f-tau 9" 0" 9' 8" T e"1_ TRAPPEDMOUNT SLA7 SPAN RANGE I Ott>IOV iNTsO C-{' 1 ] 4'-5' T > 5'-6`1 > 8'-T Y > T-9' 1 > 8'-iT 1 > I2'-18' Y > 18�20' } _...__ 0. __ 9. .__.___........_....._.....-�.. _........__...... ........._.._............_...__._._.....__.,._..._.. >10E-120 9' 9" 8' a B' - - - »2t-tao 9' 8` 9'� 7. T - BUILkOUT MOUNT SLAT SPAN t NQMSLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL = EXCEED MAX. SLAT SPAN N INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE - amm P0.8 r 0'-4' t > 4'-5' 7 > b'-6' 1 > 6'-711. > 7'-9' 1 > 91-121 4 > iW'-19' t > 16'-20'7 vat E -E E E E E', E E E E E E E 9' 9" W 9' 1 9'i 9` 9' 9' 8' 9` B' 9' 9" 9" 7 G/4' T 7" 5 5/8. 9° 9' 9` 8' 8' 9'i 9" 9' 9' 9' 9' 9" 9" 7' 7" 8` 5 5/8' 55/8" 5 5J8 9' s" 8" e" 9' 99 9' 9' 9' 9' 7 1 2' 7 t/2 8" 5 `5L S5J8 5 5 9 5 5JB"�5 5/8" - >91-99— ]e%t05 6 1 2 b 1 {' 8 T e" S Jb. 5 5 8 5 5/8 5 - >f9t-L40 9' 9' 9" 9" 9.' 7 1(2 8' 8` 6 1/2 W 8' -8' S 5/8" 5. eepUR a¢ l7-244 um is an WALL MOUNT SLAT SPAN RANGE '. RmwoO 0'-4' 1 D 4'-5't > 5'-@`t > 6'-Y t > )'-V' t > W-4 t > 12'-16' 1 > W-20' t B" 7 1/2' 5 1 2" a61-60 6' B` B' _. _,.B..._.._.. _.,.,. 7" ' 4 1%2' _. ,�.3 3L'Eµ_ >BI-1W B" B @" 6 1/2" 5" 3 3/4" 3 3 4' >ib6-120 B^ @° _@' -5 1/2" 4 1/2` 3 3 4° _ - 121-U{o. 8' 4 f/2' 4' 3 3 4" - - afa-fw 6' e" 5' a" - - - TRAPPED. MOUNT My SLAT SPAN RANGE I M. 6wma 0'-4' t >.4'=6`t > 5'-8' t > 6'-7' t > 7'-9' t > 9'-f2'I t > W-16' t'. > 16'-20' t 5 4' 4' 4 12' 4" -. ,...._ __..— -5'`-"- M L- 5 3/4"_ 4• 3 3/4" nn-fem B' 8' 5` 3 3 4 3 3/4' SLAT SPAN-1 C�� t LtQm MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX.. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. .may I SLAT SPAN RANGE r '0'-4' 1 > 4'-6' t > 5'-6' 1 - > 6'-7 t > 7'-9' 1 > 9'-12"t Y 12'-IB' 1 > 16'-20' t E E E E E E E F, E E @E a s0.tl 6^ b" w mm.6° 61 8" 8'I @° 8' 6" _ @'13-/-4�' 6' 4' _ 6' _ 5 12" 5 f/2^ f 1/2" 4' 4' ! 3/4' 6' 6" B' 8" 6' 6' 6" 6`I 8' 8' 6" 8'^6' 6'u S' 4`_ P 3 J/4' J 3/4" 3 3/4" 3 3/4' >41-M - 6' @' B" 6" G" 6"' 6' —6" 6" B° 6° 6' 8' 8'4" 4° 3_!/<' 3 3l4' 3 3/M 3 3/4- - - aoi-6o 8` 8' 6' 6" 6' _ 6' 8' 6 f/2 @". 6"� 5' S' S_S 3/4' J . 3/4' - S 1/4" 3 J/4' - - - - >ef-tbs G' @' 6" 8` @' e' _8' e' 8" 5 3/4* 4 1 '4.1/2' ! 3/4 3 3/4" 3.3 4' 3 3/4" 3 3/4'. - - - - - -. - >i06-120 6' S I/2 5 3�4 4 1/2. 4 1/2 '4 1/2' 1 1 4 3 ! 4" 3' 3/4" 1 /4',, _ _ _ .�_, �... nt21_140 b" 8•" 8"' 1. 5°. '" 4' - .i 3/h 4 3 4° 3 J/4 F 2. 3 3/4 ! 3/4" __ _ af4/-160 6" e' B' 4 1 2' 4 1'.2' 3 3/4' �4' 4" IV �4' 3 3 N I 'knit. +"�^^c I/ 11i..IECOLMc. \i^.......� .erc�wg^q v„mrmsru..Qm�.... �Rt F.G S�'fY/6M flE/W1E I 1ruz.mw. u vun n ma Cf. RENURE PIII RAW SCAT SPAN, RANGE D'-41 > 4'-S' 1 > 8'-6' 1 > 8'-7' } > 7'-2' 1 > 6'-t2� 1 > 12�16' 1 > 18'-2' 1- e 131-40 8" 8' S' 8" _ 8' 7' 1 _— >41-60 8" 5' a. a. $" ^_ 6" 4 1/2' >f00-120 R" 7 1/2' 6' 4" - _ TRAPPED MOUNT 0fSro11 (pTpq PAW O,^f4 SLAT SPAN RANGE I 0'-s' 1 > 4'-8 } > 9'-8' t > 0'-1, 1 > 7'-0' 1 > 0'-1211 I a 12'-18' f > 16'-20"i 61 6" 6` 4 1/2' D8f-10S 1/2' 4 1 Y - - >104-120 _ — 67 6" S 1/2" 4' 4 1/2" _ - >121-i40 4 1/2" 3 3/4" - - - - >141-160 6' 4' E alk9UTMOUNT �--SLAT_,,,,,t SPAN 1 MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL WEXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15, SLAT SMPANMNGE P 0'-4' 1 > 4'-5' 1 > 6'-6' T I > 8'-7' 1 > P—S' 1 > 0'-12' 1 > 12'-18' } > 16'-20' �"E } ' Jr) E 'E E E E E.:4- Eft E 4 30.0 8' 8` 6' 8'�6'I s' 6" 6` S' _6' G' 6"� -6. 8' 8' 6' 8' 6' 8' 6' • 6` G 1/2' 6' S' 5 1/2"4`1/2 4"6" 6' 6" 6' 66' 5 1' 2. 9 t/2 $' 6'1 6" 6' 6' 6 1J2' < 15'1'? 5 1/2' S 1 2` 4 I 5'� S' 4' IV4'6' 1(2 8" 5 1/2 5 1/2 s 1/1 5 1/2,. 41/2'""""._ 3 3 4 5., 1/2' :�4._ 4.1/2 ! ](4 ] !(4 — — ._._-4" —5 _.._.__..241 ft. Mab 17-244 1+4am w Fll¢118 0/]9 SCHEDULE VC; (USE MAXIMUM VALUE BEIWEEN POSITIVE AND NEGATIVE A;S.b. LOAD) MAXIMUM N SLAT SPAN RANGE DESA.SIG PRESSURE RAMNG 0'-4' > 4'-5' > 5'I—.6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' (ps0 Vx 'Vy Vx Vy Vx Vy Vx Vy VK Vy Vx Vy Vx _ Vy Vx Vy s 30.0 10 6,0 10 75 165 90 238 105 421 135 594 180 999 240 1.390 300 >31-40 10 60 10 100 386 120 440 140 3 8 180. 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 7 8 270 1266 360 1962 480 2553 582 _>61-80 10 160 616 200 767 240 796 280 10 7 360 480 600 .2547 596 >81-105 123 TW240 210 550 263 711 315 1142 —368 13 2 _1.695 2009 591— _2422 2492 638 — — >106-120 313 728 300 881 360 1345 420 1537 _473 540 2712 640 >121-140 552 280 980 350 1003 420 1612 490 ^ 189 630 2039 635— >141-760 781 320 1186 400' 1322 480 1873 5fi0 17 0 1 640 — — — — — — SIA1 —SPM SIDE Call Ali e INC. iMAeh I.G sxtn /e am FONAOIVEN WcwWAa9A: pEe�ONPREp9URSw.lINO {P x6AND9NMITEP MONNf C0 171014 FOR FMA0NEN INSTAWT9NRN10 BiDPM BAPRPEROETNLCOELOW CDND11"FoR Q jpjp 1C3 cNAar ribl va W1 CHART IICI. CHART Ibl CHART U4 NF9OI W1It Y0Nm1 FSAIR YO.I6pIRR ARR tND lwN 1)Q•pUMp MAE.tlpRN IOlmt Ra.ILpaATARp IGt9 ASD' Z LYA N WAW [Nfe•BTAPCON%LANOHOR K SAT WJ8'0TAPCON%LPNCNOR WIN. SLAT •• 'LlW.' WX, BUT SPAN RgNRfA MIN. S.RL4ADs1 m. - M95CM. FR1Z= MAIL SLAT PAN '�' W ESPR(a1oll m OAM •LfNN.'. pt) CIO w.vAev To eaI or afs-ON IA"16Nw1 R I (n) (IO m Ii1e1C afpAr M) Rapp- tut qp[ x ` :W 0 Bfm B.VS iNulrt Y ¢Q�e/ MA¢V w.o-""''wwt w q &WS 'f>1pA%�•E b4D]4RM (Ml tO16A xpO KIT imo6 IRA. 1&01}OM9 .NI01 +qN sa • I2MIPA }OA • 19-q' t0- f0 ••0- e'-1" t• R tf1 340 • S'-J' 6.-E 0-1>'-T 1 S v 8 D0.0 ••. LO,�.-p'„ ]p.-..wT-p• ~ _ >mm- 1• _.IV TO'-p• IO'-0' '1p-0 .,.«� T-3' IB I AL.sa— Y->• _ r'-Y .. 1'_p -T•-9' y p I 4A0 rY tDp' 1P-n• t0'-0• T-Y 1 _ 9.� pfA "• ':T - ]T4T )-4'_ _ l A` 8' 6,LL 1 q 1 8 me';.. 'Ip•_9• ip.,r ._ io' q; -r-E'" ___,_.i, e 1 60.n r'a• r•_}•-- s-W v SSA •� 10'-O' W-0' 1p'-q• 0'-e', t'- n f R' 46A w. >'-y-...._q•_p• y,e•. e'^R' y' 9 18' SLIT PERFORMANCE CHART 111, (ONLYVAUDFORffltSLlM f0PA0NENMARILWMA R0..OE610.Y PPE89UREMT9W IPxgAHDSHUiTER AIOUNTCONODION PoR n1eTAlfAllgiB WOOTOgM EARGPER 9GTMLC BELOW CHART IMI T s CHART Mol m mvc NIIM bmll RSpat lO p3aBMAAR mO vls: D � ASA &He°O TAPCON %L ANCHOR. "T •LppR•' WA%. SLAT am INS 11A6 573am TD Am YRRInI Blum TO SICK OF MU N) pApa ei WL *: SNRM Bus NOWmIr tAP�M v- 8-1 e x- :�- e•-r >;l -r•xf V-4 3�IY 0. es9 w. s'-E• s•-r s•-r s•-�r r e 1 SLAT PERFORMANCE CHART IV ' l t •SLIP) FORAONENAA-0.0ESIONLOAD 19e$OIIUFICRMDUNT DIftO"INCLUDING ANCNWITYPEANDfOft9sfALtATroNS Vll0 STORAteAPSPEROE'iAR>BELOW w AT.EPA!l nFFINITION INSTALLATION INTO WOOD FRAME STRUCTURES OtlVo TAPOONXLANONOR IImE.14ArVW W��PVaIM M91R1WX Aao: OEM LOW (P-N SLAT m 71 W ' FT • auttu�y p�x�.A W,RAT SPAN 4JOL' y PKrcP�aUI E9� W/o w. W DIM so r-3 wo�mu 4-0 Mr. 4ope'+0' w ...wi 4—t0' i5-6'..... q.�. t. 8• 5._>. nfA N� NDN b C E 154E t%MHD)1 A)QMUMA,S.D.DESIGN WADVSWOODGRAVESCHEDULE: • V:L10 FOR 001>WB•RR-AMIi Bwa46) SX6fER1 WE 02 (0.0" ff9I sm-GRt-Sam (0-0130 .• WD RR'➢pRAS-FW44URI I 40 EA006RN R(E 12(0-,W YNW TOR 9:Ur,M Sil�'��9f75s IC:%iK.i7:I• IbT WYIN MMM RiplN l�lll[A`D KpNTAW {4A laovu[ MuaVN aRA W%'MAT •CYAN.• EWp (li) TOaA IRIMIW WOOD CRAOE exD.aR M 0 3fGRu fide AURO WO tut p erm z� ww IDr[ I 50UINRN FIRE- Z 0.055) -60 4 -5• '4•-5' 0'-9• 1• m 1Jz• nn 5-RR-SOUR (G•0.46). 60 4 5• A'-S' S^A10E RNE-FR-SAR. G•O.38 80 4-6' . V-S• vn 1C 1 � J gM jj L_ SLAT SPAN Od1NR10N i .•+u+ FA 1 Fu paA' b ,rm 'C/E`RIYAW AND vn - `tts) p•.1• wOv sn�as fi*R FY}1.9DE, 6L19nD7 t SAIL i (ELEVATION) 1. ABOVE INDICATED MAIL SLAT SPA45'.MAY Et USED AS LONG AS ANCHOR SPAGINC SCHEDULES ON SHEET 21 INDICATE THAT 'A SPACING IS AyNLABLE FOR THE CORRESPONDING SLAT SPAN AND AS:D. 'DESIGN LC4W. t: W600 FRAME WALL TO BE BUILT SfRICILY IN AOCORDANCE WRN SPECS OMEN ON DETAIL 00 PROVISIONS FROM CHAPTER: 2WOF THE .FLORIDA CAJILUNG CODE. MINIMUM LENGTH OF WALL AT. EITHER SIDE -.OF OPENING SHALL BE 33-. 1T-2.44 WALL MOUNT & BUILD -OUT MOUNT TO 2'X4" WOOD STUD (SEE DETAIL 1 ON SHEET.201 WOOD GRADE 6UT SPAN RM ""'+ amp aR4a4 tld m 4'-0^' SOUTHERN PINE 02 (G10.65) d 30.0 6' 40 - 6" 50 60 6" 6' OOUGTAR-FlR-SOUTH (G=0.46) d 30d1 6' 40 6' SPRUCE PINE -FIR -SOUTH G-0 6 6 30.0 6• WOOD GRADE>tlm'S'>Sm61>6m7'>7mY">pmt0'. fw7 SLAT SPAN RANGE SOUTHERN PINE }2 .(G=0.5$) s M-0 6' S. 6' a' 6' 6• 40 s^ 6' 'e• an g" 4 J/4• 50 6" E. R' S. 4 3/4' J 1/2. 60 6" S' 5 3/4' S 1 4' ] ] 4" tJ' DOUGtA54IR-SOUTH d 30.0 40 -g' 6" 6• 5 1/4', 5 1 4" 4 1/4- E FIRE -RR SOURR BUILD-OUT MOUNT TO 2'W- WOOD STUD WITH.MINI UM 1/2" PLYWOOD f6EEDETAIL 2ON SHEET 201 WOOD GRADE acaa� SLAT SPAN RANGE tiK >'C4 * > -R ` I > IT-0' >.Y-0' > g-w IKgM E 6" gYE V S. = 6' WJAt I 6' 6•. IETM '1- EtlNR . IOLM ♦ IWp• E1 E s 30.0 SOUTHERN PINE 12 40 6' 8` 6" li 6' 6" B. 9' 6` 6'' 5 1/4' 5 1/4• 50 B` 6` fi' 6• 8` 9' 6� 6" 5 1/4` 5 1/4` 4" 4• 60 6' 6' 6` 6. 6' e' 5 J 4' S J 4' A' 4' 3" y^ ,D000LAS-FIR-SOUTH s 30.0 6" 6' 6'. Cm9a5) 40 e' 6 61 a' 6` 6' 5 1 2" 5 1 2" 5 1.2" 5 1 2' 4 t 2' 4 i' 2' SPRUCE PQiE-F1R-SDUIR a 3O.0 B. 6' 6' 6' b" 6" 6' 6' b' 6' S I/4' 5- a MAX, SPAN MA .SPAN FOR SLAT FOR A GIVENSHALL AS.O..DEXCE D TAD SLA SPAN�6 INDICATED MAX. SLAT SPAN INDICATEDON SLAT PERFORMANCE CHAA RTS ON 20 SHEET, T lm K. 4* ? r ".J..+.Bi -�>\r li- •'m "'M��ry)'^�W r ' �vf"x 1626 S.ti. @LTM0.'S16Eq !�v 1112 -m �IA�=omelwln PoNI S2. LUR. 2L' NOl1 IoTYV c4W P.E. SGY/'SO tquRE/OAx I `EuAmi-tw j ii'ir i I i utm. tMIA sma it wai as PAkSgURE RAtoec STORM BAR SPACING (FT) 2' 2.667' 3' 3.5' 4' 4r5' 5' 5.5' 8' 1 6:667' 30.0 11'-0" I1'-0" -Ti'-0" t i'-0° 11'-0" 11'-D' i P-0" 1 T'-0" 11'-0" i t'-0" 11'-0• II'-0 35.0 19'-0" 7 1'-0" TI'-0" 7 40.0 11'-0A i l'-0_,.' -'_11'_0"_...__ t 1'-0�°_,,,,,,, 11'-0" 1.1'-0" i l'-0" 11'-0"' - i l'-0" 1.1,_0° i't'-0" 45.0 50.0 t l'-0" 11'-0" 11'-0" l'-0" i i'-0" _ i i'-0" 11 °-0" i t'-0"_._. - i t'-0" 11'-0" - 11'.-o" _ 11 -0" - 11'-.0" 11 •_0" 55.0 I t'-0"' 11'-0' i t'-G" i t'_Oa 11'-D" i l'-O" 11'-0" 11'-O" Ill-0" _ 60.0 it,_0" I1'-0" 17'-0" il'-0" _.. it=0" _ 1i•_0" t1,-d„ 11'-0" T•-0•. 11'-0" 7 t •-d".. i.i'-0"- TI'_d• i t'_O• 70.0 11'-0" 11'-0" 1t'-0' 11'-q". 11 0" f1 -0"� 11 o" 11_0" • 11'-0" • - W 75.0 1 i'-0" 71'-0" ~51'-0"" 1 t"-0' N'-0"' 11'_0"-�1'-0" 80.0 11'-0,r ..._1V-0" 11 "-0" 11'-0° i t'-0" 11'=0— _. 7 -'-0"� 10 -10" 85.0 II' -Do 11,-0" 1T'-0" it'-0" il'-D" 11'-0" - 90.0 41'•-0" 1i,--o° Ii'-0. i1,_0" i.V-0" -_ 9510 -100.0 i 1'-0" I:I'-o" I i'-d" 111-0" t 1'-0"T i. V-0^ t l'-0" i l'-0" 11'-0" 1.1'=0" 11'-0" - 105.0 1 T--0" W-0" tt'-0` 1 I'-d" 11'-0" _ — — - 190.0 19'-0"� 1.7'-0" 9i'-0" Iv-0-I0'-i 0" . .- -120.0 1 t'_0" ill-0..._ 11.. 0» Ill-Q. 125.0 i Y'-0° i Y'-0° 11'-0" 10°-10"- 130:0 i1'-D" 11'-0" - 11'-0.- 135.0 I1'-0" 19'-0" _... 11'-0" - - ..._.__--...__._ �- .... 140A 11'-D" v o 11"-D" 1 f"-0" 160.0 I THIS REGION IS ONLY VALID FOR INSTALLATIONS j W/ 1 OR MORE STORM OARS PER SHVITER, (X MIS ftEC10N IS ONLY VALID FOfl INSTALLATION r-LW 2 OR MORE STORM OARS PER SHUTTER, Tex ** MEASURED IN BETWEEN CENTER LINES OF STORM OARS IN t2:,,1 FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. f I ; 0Sol, %n o a L No, 4418 _ 1 , i,—__ INC. n—zaa >x STORM BAR SPACING'W (M. i 7 2.667' 3' 3.3' 4' 4.6' D' 16' 6' SAW 33-0 B,C:O 0 A C SD ,AHCD CD AA CD A C A D ABCD Aa,BCU_,. CO ..,_kRCC _._ BCO 870_..,,;J ABCD. 8057. _kB,C,L_,:&II&D. �PaFO_ AAA H 0 C A CD CO BCQ BGD 8CD AB_,D A&PD ALLID 40.0 BCO A;B C.O AHCD DGtl AB,ChD,_ &S.C,0 BCD A.B.C.D ABC DC A0.0 ABCD BC A C'0 BC C0_.,... 8 CD _ . CO,6_ A, 'HC 005 BOA A CO BCD A6._ _ A,QCD D ABCD AAO.GD ARCO ABSA5DOIL ABCD ..0 AB.C.0 CO kO.C.D. _^.AD,C�_D D,D$.__8 BC A9 IABC _.A 04 6" &PAID &II&P &91010 A C'0 BC D 69,04 Aac 97, ox D' CD CO A&CP &BC.D HCD'- AR,C A.94 Alulc AR A OAO RCO AS,CO eC0 Aq CD AHCD ABC ASC A,a I:A 00AI A.D.C.1) A.9,WD BCD. CO A8,C A.B.0 BC I A .A A BO B o A_9 �0 ,_-&&C.D AlOAD /y6 c C .B. A A A 0.0 0D:0 ....iIG.A.:..._.AJB._Qi� A,0jCD 0 BCD .!U A.E.0 ._GBJ.F. &BIC IL.. AB -.-A— A A F ?:.._. A . 119 , fY0.0 _!y8 CA DC ApBiCI,O BC Aq@IC 4_. C ---- ABC _ ADC �A ._ _ A A A _A__ ��A A A li HG HCD BC B,C A A A A' 'A A 116A0, BCA -. 0 AAA ABA A A A. A __ / 9 HC,b AM C AB AB A A A A A' IYSA'.,Yy9 Q. B _AAO...__A A.. m A. A A. A 13U B S AB A A A A A 1 A A 1304 A&O Alox A. A A A 1WA. _A.P,CD BCD C B A A A� A A� A� A_ A A A A A - 100.A BCD 8C A A' A A A A' - - 100a P C 9 A A A A A A �- 10Aa e A A . A A - I ANCHORS TYPE LEGEND I A 3/6"0 CARBON STEEL RW1K BOLr T2 EXPANSION ANCHOR W/ 2 1/2" Min, EMDEDMENT* S 5 Min. THICK POURED CONCRETE (Fc - 3000 psi) B 3/8"0X1 'I/4" POWENS QALX-IN ANCHORS W/ 1 1/4" Mil, EMBEDMENT*'TO POURED CONCRETE (PC ,a 3000 poi) k 3/e'0-16 MACHINE SCREWS C 1/4"OX3/4' ALLPOINTSSOLID-SET ANCHORS W/ 7/8' Min. £MSEDMENT!0 TO POURED CONCRETE (1b 3000 p31) & 1/4"0-20, 18-8 STAINLESS STEEL MACHINE SCREWS . D 5/1B"A 11W/BOILDEA TAPCON. MCHORS W/ 2 1/4";MID, EMBEDMENT* TO POURED CONCRETE (I'd. 2880 psi * EMBEDMENT IS BEYOND ANY FLOOR / CEIUNG,FINISH I STORM BAR SPACING V.(i 21 2.667' 3' 3.6' 4' 4.6' -6' 6S' 304 HCD AHCD 0 B AD O BCO BC0 CO C DC C 30A BCD FBCO DCD HCO BCD �I BC AD.0 BC D ---A— am_ BC.tl DCO ILD.C.D A flCD 1,8,0 A161C AS,C A A A 460A,%CO 6.8,C,O. A CD OC ABO B,C A 4A _ �p W,Q ADC.0 D 0 AD.C.O kox DC A A A 00A ABCD CO B_A �C_ p. C' A A A AA A EOA ABCD kS,C ADC_ A,D A A A A A A 00.0 "'CD DC _ ABO A A A F' A A A 704 B C ABC B. _ A A _ A _ A A A� 414 _y8 0 ABLC_ A A ._ A A A - �...._ o . _ hg� a ..__ ..� ..._ _...._, .. "A D C A A_ _..� R ..... .._.. A 00A �AHO _fjD,1C A -_A A A BC A _A A "IOD- ABC A A A 0. 1 B A A A A 110 A A A A 110 A A '....A _---A-, A - 3Q A A A A A A iDO, A A —� 1 A A 10D' A A vvmp Xfc FLOOR TO SCHEDULE18 CEILING (TRAPPED) MOUNTING SCHEDULE 2G .MAX. SPAN {R) fqR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D. DESIGN PRESSURE RATINGdDs f ); & A MAX MULLION SPAN ( MAX• FTI FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. SPACING (R)' DESIGN PRESSURE RATING (P S.F.) & A MAX MULLION SPACING (FT) MULLION (M MAXIMUM L N AI 4'WX114"MULLION 'ApY 4"x8"A1t4" MULLION G7 4-WOV THICK In' RANCE)MULLION ®4']6AIA1' MULLION ®4-INW04-MULLION GY 4't)'AII4'THAIK MULLION oA: wwlq,� aR,wrp (04() no ]0,-v OIO(1NAOON 1 OR"NEAININ ] OR¢MATION. 1 D9INTDION 9. ORIENTATION 1 gbEMATIOH ] } �^ .. D f'O 1 O.0 I - 1 IJbA i I .•.1 ..1 ��' - 9D'-D• ENO "''_Zl' 8'-8""- b- Dt�f B•_9 W-9 IMEEifCR B 0->' B 0' R'y2' )-li' no 111. 8-9-0 + 6 8 W b'-0" b-B S'-4' A'M' -4' S'-h' 3'-0' S-] rb• S S-B' R'-1b Lgtl S'-11" 9BENIGt ]-D t '1- 1p 6 B 11 0�0 P - 'A -10' i-' Y-8" >-8 ]-' Y-B' T-9 Y-B Y-1 Y-g - i-i R'-) 'ENO 9' 'N'-5B Y-B' Y-A b'-� r-3 b'W P'-S' b'-Y p44 O=B. 6- ff-0' - p'+10' >''-9' i'-O - T-J' T-4' >'-B INTINNOR '1 +) 10'.-0 E'-0• B-•J' B- 1• �F y .. �8' 0'-0' T-IP ]'+B' Y'-9 )-B -)'-e' T-9' B 9'-'4-6 i-9 Y-9' -10' 9-9• )'_YO ]-10- -9 ]'+9 ao � - )-) ]'-r 6'+II 9.4•. 0-J .D 2 _ 4,r b+ • 0- r- S.. b 'p-' M.4' S a a Y 8 )" A- 5 9• 10- C-i T-0'IfIr1 ..,y ]- INIERAfl -0" f '_ - b 9+' r-B' 19•-B• I -4' 11. 10' 1'-9E il'-]'� t _ 11 B' It'-g' '-0' 4P- • S Il'-S Y-B if-0' i'�B' It'-B• 1- W-B• ITIr ii._S. CND 9-0 ..- 611' R S' _ 1 )-11' 9•-B - E,.r.1',,. �.� B_J' 6'.d' 1 01-1• _ b ] 1 a'M' 6'-0' b'-Y 1 tl'-6 1 L'- 9-t0' 1 >'- D -1 )I•` 1 ]+]': 1 p'.Y 1 7-M1 Y-S' 1 )M Q40 _•- .8 belt11-4'- r b b-6 S..II ,. _ BY"6 6'-R - - O 5 6 S-i S'-B a'.9 b'-1 a-D" 8 fY a. li ] b'-J" e'_3' 61 b-45. 1 EOgF 1R-B L2 '• 2-6 Yp'- 11-0' tl'-a' t •_. • Y'-B' 9'-p• p••A'. f I'q 1II'_J 1'-0 1'-0 •+ i '-3 •-J �)..y1..T 4 �N-3 i'- 19 �8_.. ORIEMATANI I ORIEMADON ) ORIENIA]AN I ORIEMADON 2 OWEH]AJON ] �:fNO -to ]-4 b'-1' INTERIOR Mi 9'-J'B g'-10 Epro _ i'+•J Y-1' TFJWR 1 •0. 10_11Y No 8-A _ INIER100 10-7 END 8'-0 INTERIOR -Ip'+ • END J'-a -11 ountoI 19'-0• 4?V 60.0 BSA ma i0A p'-0 211'+0• 20'-0' t '_4 1?' 4 _20' 0R' _ IO S- -q Y f6'-a' ID 4'-' i}�-8" 1R A' �Y_Y 11'-t- 1 •^0' 10'-T ByD' B-1' -0•-Y A'-1p' !-fl' B� y' 6-1 b B' br S'-.b'-1' 5- a'-9' B'-0' b-10' 8'-t1•' 0'+0• - 0'-4•... b'-1 B'-]' b-Y 8-4' 9-r a- ,.,ry•,.B'... Y+10 )-R B )'y' 9-T ]-Y )-3 Y- ]-Y Y Y-0 ]'-Y hY >'-Y )'-) ]-- 1'- T.Y p.p• 5' a'- •-4 S'-S' 8'-a 6'-0• -b S-t' S'-1'0B'- `-lD- 0'_tt 6'-3' rb' 6'-1 .0.+� - 'I 9'-l0• 9'-Y Y-B' 9'-S' -J '-J' ➢'-]' 9.J 9'-J' 94• R'J'-B.-I 9-' " 9q' -�- 9-Y -^'v_r •_S' -I ] p _] 4 - T a 9'+0 6-10 -10. 8-)0' 1D' -a'-1p'- b-1• e'-11- T- _ ]''-3' Y'-0' Yd' ]'_a' r-e T-fl )-r Y,-0' -- 9]' a t1__8 e•-]• ale B'-}. R'N' 0'-0• a-r r- B'-J" B'-S 6'-2• }� g'-2 B'.J 9-9 8_ 9'-3' B•- b-9' _B R 6. n __]9=b' i lD f-R {•E" 4-4 4'-r 4'-A' 4-10" A -II• 5'-O� -4 B'T ' a'-Y F.A. 0-16- 5-It'"' ]-0 )'-1_... -g• 11'- �•' �•• -11�'-9�O• Il'-7 -Il.b" 1'- • IIIV 11'-6' _I I'-S• 1':!' tl.- • 11'- • tl' 111-5 11 -8•- 11 =.,¢_ p'..i• p'-ll r-Y S=B B'-a b'AB B'-Y 6-3 a' S-1 p'-0• 0-i• --0V-1 fl- 6-• J g„ •. iy- ' lz•-g• tY-6' I]'d I I]'-] 2.1 W-3 b �•�IY. _p ly_] .19+3� 1i'�a 92L. ' _ T-B' T-0" )-)' - A' >'-T T-]' )-l' Y-] i--Y 7-8' 9'-Y Y-T T SyA MA 90.0 LOOA 1O0A -t" Ilp-0 19pA JOA 40.9 1 '- 1019, 14'- 9 13'-0' ,1]'-A" t W' IT-Y Y -I" f0'-0' l0'-9. B'•d' 0. .5'- • II'- ' •- 3'-RO' _.Y-I1 8'-0 L'-0' - 0'-1' p'-1 5-' 6'M' - -4' Y r 'MAXIM UUM MULLION SPACING SHALL BE SUCH I HATMAX ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURERATINO SHALL NOT BE EXCEEDED. T MULLION ORIENTATION IS AS SEEN FROM THE- UT -SIDE (EXTERIOR) OF PRODUCT, ND MULLION I MULLION Iffic- _ M,.I SPACING: INTERIOR. MULLION "S" I PIP41,p'ER. 4 a •a ,• FLORIDA PJILDINO ME (Non Dl b YOl➢cf 9v1]Iar09 Zone) Only Elmo " Nautilus R,nlwalyf arsfi m u" 'V'i4" (; � NAt EN6 P.E 9 IgtM TADS ,p^ �y'�LQ I1 14 , f''14 A IEOAEIAfmAAlk.l1(4}1 E/ TUN ]A psnN a It E wo mN ANr Y44lmei a 419 1bDI4�I"�'pPo' vN" to"Nww a�IDpp�FB-0346]19 )A i' @ EXPERT SHUTTER SERVICES5 INC. muD 1Poll :Bv�'rF. Iw9wu w ixllY.24 q14 0418'xiH•MULLION I 1"x8'x1/9"MULLION D(i9)�1Txf/A'TNICKWd'PIANGEi MULLION p qY I Or.W.114 MULLION 01 4WlIH•MULLION L:! : 9+ ^ 0.1i:. .,all•• [_f! 'l eE BHIAIa Nffi N60. 0 MOM (wi 1 IYy1JLyu{111eN�aY1� �AOR �"' WR I U A LI.YON 3 A�� UG a'MxL JHICM J0.WI0A,1/I OIWIfpY/sm9rcN ar Mi G1 {MU�� GK 11 vFNml'IpMllwul at rox Ta mwam IIAW/l I cox '9WI tN@Lp0. b0 WID40R ➢Ii£R,pk Dq. MR qAl ..IOA _IR'-Q..,. _ f.: s.. itl-9f•' -?1.:.1?'_6'.... ....-�.... I'-0MUD nnD 06p igr 6• 0 1fy� iY'_I• �I �p_S_ ._I�0',,,•r}',_ � f j I� 6' _a• I •' V - 1 i2- E'-6 .H-p a¢M • I. __. .pp •p. - a _p' '_0 y•. _ cosEn ff- o'- ' o• _ _ _ 9 - 'NOTE: DOE. IF ANCHORCONSISTSOUM 1& 0NS HCREW Ofl ppYJERP0.81ENERE," we006�POLt ANCHOR SEE SCHEDULES 1620N BHEEftOA r MULLION OUTSIDE M.E. MAXIMUM MULLION SPAI'! lef4 {k6k1/4'THICK Gf 4'x8'xIX'7H(CK G3'3'aTL11A'INI[A(- /��1 R MULION MULL" NULLION RW1{I .@pNjDlI iVMpNP QAp 11 Ip[pL AlBq 11 04yp BPAMb fw.M �• at ..cox t of cox axp IND 'artengp wrtwo9 +B9evipx ado f. p�'�--'--_a• i9'--I�i'"'vr-n• p@ f fO.B. 14'-p• - . 1'-8' l0'-51 1 - 19-n' - lf_ • npA 1'-0' - IY'-• -1.1• 0'-f0' 10- f p_ ON)` 19'-B' • _ 0-6_ q- f _ 1tg• 1 •-p A -A Ire -0 0^p - 6Xn nip' ry -'off. ^' -C 0-p__... INUSEW nn.p .ro. �_ _B:•d n_q. �Q, ��•0 0, 00A �B-0' '-D' Bhp• B W @4U'x1/4-'MULLION I Q4"x8"a114"MUWON IO 4WY14' THICK(A- RANsp IUL UON MULLION SPACING:'"S" 18A8.SEEN.FROMTHE SCHEDULE 2C WALL MOUNTING MAX. SPAN QFOR END AND INTERIOR MULLIONS FOR A'GIVEN ASD DESIGN PRESSURE RATING (P S F 1 a AND 7'-O° MAX MULLION SPACING FT ' ®4"A"XIM'MUWON I G7 4'x6'kV4"MULLION W ALLOWABLE SLAT SPAN FOR THAT A &D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED: EXTERIOR? OF PRODUCT. PY ..n