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O3LItP5% HOGS SVH {'03) INNnON NOLLVnWtO MOOtld SWI N NMOHS 03LSAS H UHS ON lob SRWnVN '1 RI N2 N3 df3• e'3• r •� P,1Po• PSOb• a �mr Asr Rq q A SLATS TS-UMNwA W ry.ivswl�l bCxE:,4.r ox•.,i{, DETAILL 0 pE�fAis'4 B © BASE SLAT sxa»uw�NwAuoT sRurv�.+• ewp « .,ss• 1k. .ns � .«r yy A � .ns• b ."°• .m• N»Y i.m• � J tl J R OE -0UT TUE7 BUIL"UTTUBE BUILD-OUTTUBE OD SIDE RAIL * �»eo;r»usRman Aum eoss»uwxwusor near vr. r s:Asr_ i4. r SGtE 1P. f YNNfMNF[R )0 P " TOR A M.v 0.050' CtURMiCE 8[iMip! SCREW N[/L MD am MALL AT NON NUPAIWIE Po9eP.M & O TRAPPED ANGLE t0'JTIIWCWMMIO't SOA» 14.f © 4x6MULLION -11 81. r G7 4x8MULLION 6%4»A(V69ryYXe0r 6b1EN.Y COMPONENTS tl J © BUILD-OUTTUBE eoesTeau�nNuuuaor 6GLL1:+4.r JSs• 998 A I isor 1NB+IfIfB O�sleB'W t+i KSMFJOARMFAOItDM N.A� ,A. OPRONOPTION NPrMIwAsma me• ev. ess NG ACETAL BUSHING "' MEwOv1UN9n Nm/+) nA �� remn:ucrnr TErvEsrnuusmea 1EN54E SRn54ATY0p.0.1bH nD2RVLMCdA1Sty3M m>o NDTasnas=Aeresune ©RETAINNG SYSTEM: SCREW s BUSHING evarvr.r O BUILD-OUTTUBE mss»uusmwm.uar ryD. �tscur.w.r QH 114'82314- ITWISUILDEX TEK SCREW CMBONO)EEt S ) (D SH6.0 UWIBUROEXTZNXLANCHOR owews)t¢ ewr+4.r I a O STORM BAR QJ 3R'0 HRTI.INC. KWtl(BOLT 3ANCNOR em+-mrauMNuuauw rwReox siEEE Briar vr.r WIE:+4. r Nautilus Rolling Sbuttr)Sjstom "Mt IUTfER SERVICES INC. SM. e+T°GNE uRF£t 17-244 S, llxS. fti JI2S1 D»WPC. /� R U. 2 Vn SIDFJEND CAP HOUSING (HACK & TOP) .040 THICK HOUSING (FRONT & BOTTOM) .040 THICK SPRING BRACKET SPRINGASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS SIDE RAIL (MAIN SECTION) FASTENERS HOUSING (FRONT & BOTTOM) FASTENERS END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKETWITH BEARING Y COMPONENTS Nautilus RoRIog SAvttcrSyafam EXPERT SHUTTER SERVICES INC. w-aoerw n�a ueR +•'iai & Y/7 CAP ENO (Typ. Ea. END) & Y/7 u<,. vAt soul if (SEE SCHE m 0.V SxgR IS ! ]O) TYPICAL. SINGLE UNIT ELEVATION W/0 STORM BARS �, •• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: • CASE 1" SHUTTER HEW EOLML OR LESS TWN Il'-O' MPUC/BLE TO mSTN.UTHINS w/0 STORY BASS. W/ 90M BARS OR W/ STORM BARS & MULMONS W/ HEIGHTS UP TO ll'-0'. (a) CURTAIN SN STMT w/ /1 SLATS AT TOP. FOLLOWED BY /2. 13...... THEREAFTER, ALL THE WAY DOlM. EMH SLAT F SHALL CONSIST OF "Ill. FNE (5) SLATS OF RAT SLAT NUMBER: PROCEDURE FOR ADDNG SLATS OOWNWMD BELOW jt SLAT SHALL BE CONTINUED MIL TOTAL SHUTTER HEIGHT M COMPLETED. WANBTY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLKT@ MAY VARY W1M SIIUTTWS HDGM. (!) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. tt CAGE D• SHUTTER HOW IARPER MM 11'-0' MPLICIBIE TO INSTALLATIONS W/O STORM BM5 AND W/ OR W/O YULUONS Yl/ NDGHTS LARGER D l (a) CURTAIN SHALL STINT W/ yi SLATS AT TOP. FOLLOWED BY 12, (3...— MERW'IER. ALL ME WAY W'WN. EMH SUT y SML CONSIST OF MIN, FIVE (5) SUTS OF THAT SLAT NUMBER. Pft EL1URE FOR ADDING SUTS DOWNWMO BELOW /1 5UT SHALL BE CONTINUED UNTIL Ila SLIT 15 INSTALLED. AFTER 110 SUO IS INSTALLED. ADDIRONAL 010 SUTS VUST BE USED TO COMPLETE ME TOTAL SHUTTER HEIGIR. (4) BOTTOM 90T BOYUST BE ALWAYS MSTA M. P END) TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. S `r :' vv�•"Q ''y' C FLORIDA BUILDING CODE (Non Iran Teloa" Rurroune Tme) F' No.4 1 • * c' * L'��' f �ti d� O •. � ', '— `SIONAL 0'1 SEM/URE/DATE CM17 rLTEWMD. IL ECOINR. TIw1 Tcsn«o a INcwcclHYI Rn muFY ®aoocT.«am<".. 1"iTER A LLMr13. Pf. FLORIDA w 1 •AInT NaUti{%MS RoR1ng SAYNeESytann S p/N/n dTT EXPERT SHUTTER SERVICES INC. PER ST. B 11. STREET PoW sT. LUCO. R 319E. ,.om Tmm I .-.SIN . ux ") .I ..ors 1 J-2A4 IHAif . ~ . 9i6T PIT.P.E. Wx. NIWON SPAM t-- (SEE SaIEDNE J, ^W SHORS 24, as & 261 �W-1/10 )ZVJ Or © Of OR W-2/11 OR W-3/12 OR W-4/13 BOX I I 1 I 1 I I it II :I II it 11 11 ' II II II II II 11 II II 11 II 11 II 9 I I I 1 I 0 B 11 II II II II l i � t I i I � i 1 or - or i II li 11 it R or p/g or R'/ Max. SLAT SPAN I W-1/10OR W-2/1f OR W-3/12 OR W-4/13 Max. SLAT SPAN I u°x. SLAT SPAN 11 FATS 12 Sun TS 14 BUTS S SLITS 16 SLITS T surs (SEE SHEET 1.1 ON (SEE SHEETS 15M& 116) (SEE SHEET 1SWEDU5) ON TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION 1y/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.TS. PRDT rnURE FOR LAT INSTAIIANION GIVEN A SHUTTER HEIGHT: U SE: SHUTTER HEIGHT BOMA. OR LESS MAN I V-13% APPOCABLE TO INSTALLATIONS W/O STORM OARS, W/ STORM WS OR W/ MORN BARS & MULLIONS W/ HDGHTS UP TO it'-Q (a) CURTAIN SWLL START W/ 11 STAn AT TOP, f0tIMEO BY $2. f3...... THEREµ ER ALL THE WAY Bay,, EADH SwT 1 SHALL CONSIST Of FVE (5) SLATS OF THAT SIAT NUMBER, PROCEDURE FOR ADDING SLATS W,4WARO BELOW 1t S T SHALL BE CONTINUE UNTIL TOTAL SNORER HDGHT M COMPLETED. OUANTM OF FINAL SLIT NUMBER MSTALLED BEFORE BOTTOM SLIT®MAY VARY WIM SHUTTER'S Hocm. (b) BOTTOM Stjxt IMF BE ALWAYS INSTALLED. wr CASE 2: SHUFER HEIGHT LARGER THAtt i I'-0 MPNdBLE TO INWT TION W/O STORM BAN AND W/ MULUONB W/ HDGNTS URGER THAN IV-O'. (°) mwuWTAn1 suT / sxuLBwxsm m rn[ (s5) s is of TBIUTPsinr-NUMBERPROCEWREE FORM ADDING Sun DOWNWARD BELOW 1t SLAT sNNI. BE CCNTNUE UTRIL 11O SLIT G INST&LED. M"FER 110 SW S INSTA , AOOIigW1 110 S n UUW BE UWO TO C0I0FLETE THE TOTAL StfUFER HDOHT, (b) BOTTOM %ATQB MUST BE ALVIAYS INWAIM. END ym �_ NN LL�� 2a N ON z =g 0/8 a6 C (TYP. R/8 or R'/8 mm STORM BAR SPAc°+0 (SEE SHEET 22) A. ac W-1/10 OR W-2/11 OR GB Gr ® or or ® Or ® W-3/12 OR W-4/13 MSIORR PA SPA(S.D Wcm A uw16v SPACCFi (SEE �N sRET Zz)r ov s+EVs 24 25 & 26) I ID V/9y 3 surs a Sm $w TS 6 Mn surs (Typ. Ea. END) Sun 1O wn ID�31//'12Dk w-2'C'ID oR W-4 13 V /9. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEOULES ON (SEE SCHEDULES ON SHEET 15) BHEETS IS & IB) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. °'°"'A"E`° "` Nautilus RaI1Iny 0MFtRTsftwn L ECOTM°. EXPERT SHUTTER SERVICES INC. 1458 S.w. BLIIBaP[ S11aR wma n UTw MUxll an L° °RjlA/i> d1a 1T-244 p{RY b wmT a vAs 5/16't TAPCOIS n W/ 2 1/H' win. EMBEDMENT Y I'O.D.uODSO' CAW. STEEL WASHER 0 24' o.c 0 E2ISTING TAPCONS A W/ 2 1/4' Min. 117n1/8' OIT k 1'ODAGOW* GAIV. ALUMINUM A!AiER 0 24' o.a 5/16'o TAPCONS XL W :6� 1 2 1/4' E118EOYEN 0 24' o.c..t. SCHEDULES ONii SET ANCHOR SHEETS 16. 17 in SCHEDULES ON hle q SLEETS 16, 17 i. q Min. SEPARAn011 a +� Mi, SEPARATION TO GLASS s' TO GLASS EXTUNR (SEE %NEDIAES, W (SQ SCHmIAES, �; EITEMOR ON SKEET 15) 0.N SHEET /5) ;; / O D D 0/8 / 0/8 0/8 o 0/8 I*] 1, LMOUNT:ING "zi 1/Yt?O62'.0019.. ALUM. 5/16-a TA'CONS xL W/=MOLE W/ 5/16'0 TAPCONS yL W/ 2 I/A' Mi.. EM'eEOM2 I/A' Min. MEEOU09 0 2A'C ]A'W BLOCK BUILDINGS SCALE: 5/16- - 1' PWRED CONCRETE (I'c-S Md M;n.) REVEL SEE ANCHOR SCHEDULES ON — SHEETS 16. 17 A 18 Um. SEPARATION TO GLASS (SEE SRELUIES. ON SHEET 15) o'o @OR VI^�a lw 0/8 2 1/16- MIN, ED 5/16.0 TAPCONS A 2 1/4' W, EMBEDN 0 24' no. 02017 iaMO o+C L' W W .0.A0.060' 0 2A' o.t 0/8 FLORIDA BUILDING CODE (Non High Velocity Hunicone 2 ) Nautilus L< luing SbOtterSystem m/2A/I9 PERT SHUTTER SERVICES INC. vw Ie28 SW. BIONORE STREET 17_244 FORT St, lY[E. EL N99A flOR. JT9-7 , f LIIiW'J may, sum a Ora E2SM1NG WOOD D$IN1G WOOD 5naro rmcnNs n N/ 5/, 8'e i/PCANS kl W/ ERUSS[5 OR 0. IRISSES OP RN1EA Tz In' LYn. RNAR/.Nk1 z 1/r hfn.. PESKIMMW ,t,1i/P• OR 1J•'U-0/P ILW 6U0D2x t•vl'.1/a• ON 1/••i.]!.• m HIIRDf)( EY6M14c w}MU 6 ,roD o" CAIV. WTN4 FCPo 6 1.ODao.Oaw mv. x'• t_Ex ECR4W5 _Y/ l'n311/a'—. ra aCFfwS _r/ RYSffS OR P/JiW. $REL NA41W O ].' a NOSEW OR RMpI $iRL WA91? O x.' e<. I ODMLaO U1V41'SID 1' O.D..6W0 ENVAIPIID aUV1lYtM11 NY STEEL N4SNOi O 21' e.c 11111�0 TU6E STEEL W4 ER O x! ec I 5/I6'e i,IKOnS Iq 5Jt6'a rMC01K lR S 5 iWE1PAnON F4:ElYflll4l 0 lC O.i. O N' IV 1-N• 0(2_) 2-..-OR 1 xOOD 16.NW x,000 ury2(R (2)r.rco (2)1'ltli REWRM Rill)m WOOD COM. WOOD Cm �) FQNRED � PL0NnE0 W 1 nix] c i M $ �E Ems` ` r 1 Cv� -G I M an,w4 s lR o ��[1x�lsSNN4 1 E) aEU GI[ASS OOFHIt qE ASSG mFi�l II (9LYCND). I ERIERGB (SE10Nii 1� ISM< I A 9 (efreND) i A `D)) �x'.•• w 1 s�Aumx C I IZ) 3'.1' CR vn (2) ]..' OR3?B000 ( am rn y i'aoD sw 1 lO IRARSlxa`CaO silo _ mCC I6• iIy O le• GG (RE flN0,1[ bl ro GINS O.G 411. R VAC REWWEG OIII A) YAL'RCg pm \ IN RZOUR EE ANENpa ' SWMI"ON (aFE Sn[ET 20) (SEE SHEET 30) ESE SNm 20) W SN�ERT 21 o I OES WEPA30. L A Oi 1 sm'a 1 'f VB D/H i 0/8 3 tl) 2'n4' OR . AVLNOPS i zEE NKNOPS 1 (3) 2•.6• , I aCNe3h[ I EDIPE f EKE i FONT, wqG ON SNER 31 WW EDGE I ON SHEET 21 ( p OPFMNO� +� 8 $NpIS. Oc.I CFWNO I B 1 REmInFO. 1 ll SEE µCNORS E• 1 tn11 1/]'W.062' (EFE SN[R 1 1 E 3'n.40.C63'K(Vrt. { KQtt. N.UN. WIXE 20) E HOV, kW`lE �. ON SNER 21 5/16-P TH m A I \ — aJ@9 TMWNS XL +E NJ 2 1/2' lb'e. 0/8 N 0/8 N : In-— iWhRRMN I i nCN G/H I O/H 2•..• 04 3'. \ IYBI O 2r 2'.t ON P. \ Tta91 ]1.' OR 2• • ROH 2'N' ON l-. - I E26LNG w900 COM. NWD 1 I'. EAhTW4 wDW ML WOOO , CONT. NOOO E,4= WWG LMII. w900 9'MW HATE IN" 0 OOiNW gArt M+iCwO WWD mrom PIl[ OE[R 011 BOLfOV %AtE CfhO-IE 549 FEOVIflE9 CONCRETE GUB FEOUIREC CECI( OR FEOWRFC GONCA SUNS REONREO 8 REONRW PE (SEC sN[fl 30) WIRED. (SEE a as 20) H %� Sl/9 IStt SNEE2 20) FEW:RED. (ER 5NER 20) I 1. WALL MOUNTING WALL MOUNTING- BUILD -OUT MOUNTING BUILD -OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E I• T . WOOD BUILDINGS NmsjI ,` C• r RORIM BUNTING COOS (Non IIyN W INNE,, H Nimne Z.) * *�s� N* 02Gn am4 e. Nautilus DO. BW R` TI1L2T 2Earv.G n ENcwEW,Ne mNW.Nr EXPERT SHUTTER SERVICES INC. y'`ipj v,a IQ. S.W. mum SR 17-244 t'`N'-S �.IC fE� iE1 ,+w.. i Lvo . a Om ,-,v� KNT 51. LUCZ R N]B. TONAL E� 1II n-a6oaT+e 26 —...-_:. 23l Warm A mur l., i.G •^• P.E.ATE n6RDa uc I N16] n.n vnfT T arx 17 A mus on 17 A 10) -U * 0 i• C.L. art +/e• sw/��;Js•� D FLUSH MOUNT (WALL1 \\ TRAPPED MOUNT SEC1 SECTION 0-0 (PLAN) SECTION O-O (PIAN) ORIENTATION 11 ORIENTATION 02 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 FLUSH MOUNT (WALL) BUILD —OUT MOUNT Ll is SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS S�aNAL scar: 1/4' . P F. SECTION O'-O' (PLAN) ORIENTATION f1 WALL MOUNT END MULLION Nautilus °"""' Rouiny91oftersyetom m/vy�r EXPERT SHUTTER SERVICES INC. wrz Ive in. 17-244 PoPI Sf. LK . M1. 3L9Bt F T dl B m X Mia E.D. Min. E.D.--- ��1/2- ' Mtn. E.D. 1/8' Min. E.D EDGE OF SIRE IiR1�tE 7 3-- 1/2' Min. ED.--t—FOR 3/8.0 GL%-iN MEHORS �-3' Min. E.D.-.-1-PER Iloo WUD-SEF MCNORS ----V Min. E.D.—ti-^-MR.3/8.0 01K BOLT Ti DPMWl ANDRORS L--3 1/8' Min. E.D 1FOR 5/TAPCOMCHORS 5/16'0 TAPCONS AW/ � N a2 I/4• Min. EMBEOMEM ~APr'tlGBlf 1F & 1.0.0.4.060' OOLv. STEEL WASHER O 24' 0.0. POURED mNU t 2• O 0 POURED CONCRETE (IOTHICK FEWiRED (14.3 KEO 5' min. 5/t6'0 UMONS YL THEN REOIMW R W/ 2 1/4• Uln. I EMBEDMENT & / �% I STEEL WAS�NER ov' 2' O A n u I I P.e. a ! I I Y I IM.I. FOR 90X WHO ZONE 1 1-3 t 4 I I h 2' Mln. FOR v t SEE STEP 3 ON SHEET 14 FOR SPEQAL fl 4 WIND ZONES " I TREATMENT FOR WIND ZONES 1 TNRU FOR IWBaDnZONE K 4 v.G I $5Li a h 1-3 t I Da MOR Y SEPARATION TO iGLASS p O (SEE SCHEDULES ONI A 2' Min. FOR F SHEETS 15 & 16) 1 jW WHO ZONEETON (4) 3/8.0 CALK -IN ANCHORS OR (4) 1/4.0 SOLID -SET ANCHORS OR (4) 3/8b taint sat T2 EWMEDON ANcon OR (4) ANCHORS& PER (4) 5/16.0 TAPCON XL ANGHORS 1' 3' 1' STORIA BAR CONNECTON, r SEE TABLE 2 ON SHEET 23 I (TAP. TOP & BDrTOM) 1' K DneRaR 2' 2'UMITINM'ANGLE (k SZE6 ALLOY) ALUMMUM ANGLE4� ' SIDE W/ $CFEM/IS•T015TORIA-) TEK 5' (iFO. HOP & BOTOM) SECTION S - S .YKXT YRV rUlf K�[LRD d10 I1O01 ANd09 DETAIL A * 1/4' 0-20 OR 31W 0-16 MACHINE SCREWS USED JOINTLY W/ 1/4•0 • 3/4' SOUO-SET OR 3/8'0 0 I Ile CALK -IN ANCHORS RESPECTIVELY SPALL BE LEST TOGETHER W/ ANCHORS AT THE TIME STORM BARS ME REMOVED. (SEE DET. A). (2) ANCHORS& PER STORM SM CONNECTION. SEE TABLE 3 ON SHEET 23 �(Tm TOP & BOTTOM) MT r I DfIE100R 'N " Min. (2) 3/8-0 CALK on OR _ T 1 �� � u (2) 1/4•0 SOLD EST MCH0.45 OR Mx SEPARATION TO I 1 P 9N K " —V 1V ' (SEE scx CLASS GNI A () 3A�N� OR i rz EXPANSION'. i. SHEETS 15 & 16) I 2) 5/16'0 TAOCON ILL MWORS I• i I i BEYONDi IX15rwc� I K DM300R i cuss R 2' 0 a T 2.02'K1/8'xW-S (6063-76 ALLOY) E%iSTINC1, ® Z• O ALUM1IWIA OLA55 „ I $1 II LOU TEX SCREWS TO STORM BM I Ott. TOP/80ROU)i TOP/BOrtOK) (iyp. TOP & BOTTOM) S SECTION S1 - S1 (tW. iW/B3tfOV);n I(RT'. 100/BGTiOI,) .2 1/16' 4 Min. 1 POURED CONCRETE UK ED ED. 1 1/2'at 1/2'a0.062-aCONT. AUML G 9 (1%.3 W1 5' min. / THICK REQUIRED S/t6% TAPOONS nW/ ANGIE W/ 5/16-C TAPCOHS n W/ T 2 1/4' Min. EMBEDMENT 0 24' o.c. ✓ri rr PDBRm DONraETE r01....rrrrrr 2 1/4 N,n. EI,B D/p I• f O 24' ox. I, � WALL THOU •••'•• �%'`•• i EOOE of 5vB " O APNC�E Al ...� ;• • VCArFS• •5�9 •; FLORIDA BLOWS CODE (Nm High VeloulY Huoi.nO Z.) ] inn 11Min E D 1 /2' Min. EO, I/2' Min. E0. I FOR 3/e'0 CALK-V! ANCHORS _3' .441 0 67 - OMIT MTn0 NIL Nautilus 6°AM ar: L� L-3' Min. E.D. kin. E.O.-�—FOR I/4'0 SOUO-SET ANCHORS ; * 4 1Ain. E.O. I1W Min. E.D �' Min. E.O.�FOR 3/8.0 KNl% BOLT TZ EWMV%ANOORS : •p 3'-3 1/B- Min. E.D.-•I—FOR 5/16*0 TAPCON %L MCHORS ; * pVIEW R07tlng 5&MNerSyAlam ••+ EXPERT SHUTTER SERVICES INC. _� 4 Tour T%SRMO a rN6mFFNNO 6GWAIW w •. yq P, PP. nA"nA n ... 1626 aW. Bn1MORE Pan amen 17-244 R TO CEILING I TRAPPED AND WALL MOUNTING: STORM BAR nNALENG�2IIT'I - ®M T�s*«^ E 1 ,„5n-m ru -min &' SECTIONS V P.E SfA'/SILT iURE/DATE `�1VR A N, 4.. U rIgE06 ME. ! 4416, SOUL' 3/15 a 1' EDGE OF SLAB T AnPLIusE'1 POURED CONCRETE_ u 3 bi Yin.) a J' B' Min. TRICK REO'D P L L P. u u EXISDNG�( GLABS u in 1 �LW. L �r P _h L P 4 T N yrtn yrt o PP L �o ® r 0/8 or 08 R/8 or t 3. R/8 �W ;v 0 C 1 ® L C X1 Min, INr. 0/8 or R/8 or R'/8 BOLT R EXPANSION INTERIOR MUWONS 11) AND END RIENTADON $2) BOLT T2 ESPANSION MTWON ED XTDEOR J'x3'xl/210'-P ANGLE E PLLOY) Alum. ANGLE FA 510E W/To M&U THRU BOLTS TO WK S LT TZ ( X ASIO KWIK BOW R EXPANSION I Ifl' ANCHOR W/ O EMBSOMENPMh OURED CONCRETE TO POURED CONCRETE (Typ. TOP @ 4' eoTTou) SECTION XI -XI W/ n (END & INTERIOR MULLIONI h'!/ ORIENTATION 8 1) 3'x3'0/2-4--4' (6061-T6 ALLOT) Alum. ANGLE EA. SIDE W/ (2) 3/44 0 TV BOLTS i0 MUWON G4 &— (13/4'p X"K BOLT R E 1) XI40N ANCHOR W/ 6- V, EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 4.1PB •)7 I 1 1/2'—� 1-1 1/2' A,Wn. ANGLE EA. SIDE W/ TV J/4 p T IV BOLTS (1) 3 WON G & EX NSIO KWIK BOL3 R EXPANSION A W.m EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) ALTERNATIVE SECTION X7-X1 W/(ERn► W 1 N TON 8 0 ! LLO (4%6� D(IERIOR L 3'y311/2'y0'-8' (6061-T6 ALLOY) Z31311/2'.0'-6' (6061-T6 ALLOY) (fYP, i0P/PARw} : 1/2' AIOm. ANGLE EA. SIDE W/ I) 3/4'0 TNRU BOLTS TO MULLION & (1) Alum. ANGLE EA SIDE W/�2) 3/4'p TNRV BDLSS 70 MUWON & (2) 3/A'0 MMK 80LT R EXPANSKIV 3/4-0 WAX BOLT T2 EXPANSION _ 2 2'� ANCHOR W/ G' Min. EMBEDMENT TO ANCHOR W/ 6- Min. EMBEDMENT TO ' POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & Bo7TOM) SECTION X1-X1 W/ BOTTOM) �/ /// (f'c m cW Un.E (END MULLION ONLY ,(INTERIOR MULLION ONLY (T'e . 3 IC N RE (ENE) & INTERIOR MULLION) / 6' Min. THICK REO'0. f I , ,E (EDGE OF BLA6 jY(/ ORIENTATION d 1) ALTERNATIVES SECTION X7-X1 W/ EDGE or SAB L IK APPUtlBLE (8"x4') (WI ORIENTATION k 2) 6 APPLKABtE (4"x6") FORMC OR 30 11 ERJO BOLT IO Ex�PAhSIONMin. E.O.' Min. E.B.TTANCHORS O W2). MUwON pp •AND. BO% NOT SHOWN FOR CLARITY OR (CN 3/4 ri). Ir' '{yam•• �MlM1 E.O. "Min. ED. OR ( 3/PSI AN BOLT R EXPANSION F 'C • FLORIDA BUILDING WOE (Non BISN Velocity Buv=a Taw) ANON O G'0 AND INTERIOR 4UWON5 [ ©& ® (ORIE/T!�!ATION'1 & 82) AND i oro1T maw We ox�x 0r. END MULlloN\.A' (ORIENTATICN f2) Tf j/. 4q�s ': • ,� Nautilus �• FLOOR TO CEILING/TRAPPED MOUNTING: MULLIONS Q OR -v ,�._.,, f 7�� ` ROR1ngSbpNprSXafpm mp•/n A IL ECOTIIp. m< SECTIONS W-1 O '. ��// \' TAMT TLznN4 a [N4M[wM4 mw•xr EXPERT SHUTTER SERVICES INC. 26 SA = (L^ (T/j� .•iG1(•Q [LL, �M, rrx�t'lCxwpo lm}n lfCenx exy2 POW L-LU wE lnSt]Rle t-ovo W Ne END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION �eTIR PO S. LM E R 98 vain A [ALrt a. PC SOME: I/B' 1' P.E gry�, ••y�L71A fDAIE PwrmT tie.l ••IV vr¢r l4 orae LON. E.D. �iSEE SCHEDULE EDGE Or SLAB LP A) er'",I�IE l— ------- CFT 1 u P 3- u 1 Ri u 0 a 1 6 � p GLASS GV55 n F L- Z Y� Y n P h r � II ka �g 0/8 or R/8 or OW R'/8 l e. P 3 1. xi r' t EDGE OF S(ADI Um. E.O. IF APPucABLEr(SEE SCHEDULE Mh ED. (4) ANCHORS SCHEDULE I1)71 (SEE SCHEDULE /1) EDGE OF SLAB i. APPLICABLE ) POURED CONCRETE (rc • 3 laf 1EP.). SEE SCHEDULE 01. QORGt !•I (61 AL W/ BO 0/8 or R/8 or R'/8 17 xi (TIP. T➢P/WTIW) Wn. E.D. .�I (SEE SCHEDULE I1j RED CONCRETE J MPI WN.), SCHEDULE It. FLOOR TO CEILING /TRAPPED MOUNT)NG: MULLIONS n OR fb SECTIONS W-1 TO MILLION y SEE MACWM©(INHNOAJ k(E�1 (D,D k PRDtOR) 7PA rED uOlRlim uwla6 VAN COVERED BY SXORRE I6 FOR NSTADAION WES L Is k D DT SH97 a QNOEO LOAD, MOWON SPAM AA SPAN mwlAT0N). mum OISE I - RESDNNL AID 001"am AWIICATIM WITH E60.B p,FJ. NAKA UM ASD. DORM PRESSURE RATING. I2'-0• W 11 MUNRN SPACNNG SEE SDMtLES 11 k 12 FOR ADDDttUi SPECS ISKUDW DOE OA - RPSTENIA. AND COWERCUL OPLxATUN W/ lSOA "t DAAWM A". DESIGN PRESSURE RATING, r-w MAWMW IMOTN SPACM BEE SCHEDULES IT k 12 FOR ADDTIDU1 SPECS. ALTERNATIVE SECTION X1-X1 WI CGG NifURKN OGE D - COWERDAL MPUCATIDI FOR kI00.0 v. AUDIRAI Asa 1 1/2• OEACIN . SEE SC DELES', B'-0. 1AALNM MDEIDN (4-x6' INTERIOR MULLION ONLY W/ ORIENTATION R 2) SPACING. SFE s1>tFnma 11 k 12 FDa ADDIOtUi 1 1/2• SECS 2) ANCHORS 2 T2 J•AI/4'PO'-8 1• 6• 1 (SEE EEEDAE IA i61-T6 ALLm ALTERNATIVE SECTION X1-X1 W/ GG m. ANGLE Ex. SIDE xIi r,E (SEE (4'x8' INTERIOR MULLION ONLY W/ ORIENTATION $ 2) 1 I (4'x8- INTERIOR AND END MUWON 0NLY,11V t1l:Njq- FMkir•])I Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * • 1 No. APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS A SCALE: 1/B• . 1• �9p� • SIDE RAILQAND BO% NOT-=�,�(S/AA�( SHOWN FOR CLARITY p�,� SCHEDULE /1 INSTAD ODD MN sue DOCNNC55 IX[NOR MC k SIZE(M. TV BOITIN) MIN. ANCHOR Vet' � BmAQ !m frlRS MING1, RIT AICHOR /T'e min HRc Has-H scReR k 1/8•r roWER rASTER GOW[BllfMATIMI NOR m@& 0 (mm IgR) uuLuomi 2 1/2' 5 1/1- III/ 1 4' t/2•r W NO HOS-N SCREW k 1/2W WWER FASTENER EDGE- EMT ANCHOR FOR (LIN) k INTERIOR) MMAIGN J• B' W/ ORIENTATION /1. 1/2b MITI NO MA! ROUT R MY 0 MWtl1 Y{hMGNS w/ aCGTAnm /3) k C (ONE WWON P/ 2 1/2- 5 1/2• ORIORAMRN /1). 1/I NUN NC HVS-N 5[PP��WW k 11/] r Po'NER FASIpIFR F- BOUT AYCMOR TCR a (:f ([MD Mi NiDKN YMLION) W/ ONRNANCI t Mi /2. y E• 1/2•A NO INC NMI( BOLT TZ ONLz TOR G k OOWOP I. IF/ OPitMANCN 02) k ib (EIID w/ l Ile ) 1/2' EMkiON p). D 8• 1/1'P HIM NG NUS-H SCREW OR 1/2'6 POWER FASTENER - BOUT INONON EkE •NOTE ON I. MRRIOR WLLONS O N k S• v W/ Or%DID RIENIATgNS SCHEDULE /2 MIN. 54B TMCFXL55 ANCHOR CIE k SRE (TIP. MP k TORTONI) "A" NORE DISTANCEREMO. GAIIASLS WSOM�M ANCHORME L 4 k D P 5/8' KEA C SCREW k 5/6Y 1gAEp FASTER p ln- , In• NS-H "°" 71TEcc,"` Nautilus Roafn nuffcr 9 ly"O1° ®dn' IL E C O INC. mxok Ecmamxa wMRM EXPERT SHUTTER SERVICES INC. xf.lxxA wma, n vn[ `txeHli-rsz 1626 S.W. MLNORE STREET ij_pgq 4 . rn r 4»Mn-1u1 PORT ST. WOE. R. 34W e-moi: ClttoOaW.[wn f APF4 fr{Al ][P-CM ,ILL LnD nr.G9y ml•Mi I NUNT1a FUCR A ,, 1 44 P.E. 11pMpA Me. / u182 , [ SRRT tGaFA EDGE IF APPLICABLE 2-xMUWON OEPTMRf/B" Gant. \ \\ \\ \ ALUM. TUBE (TOP & BOTTOM} W/ 1/4bRW .3/4' MOD TOT SCREWS l 3/4' �s/16-0 TMCONS %L W/ 2 1/4� W/ 1• om cLo60- Guvmazo STEEL IN. E.D. 2 1/6- �� Mln. EMBEDMENT O 24' o.c. IN. E.D. 2 1/6- .1WASHER O 24' o.c. I 1 EDGE IF MPUCABLE� � r- 4` ENE IF APPLICABLE I W S POURED 7' t0- 7 3/4' dt;rr E.O. T1 2. 2' _ CNRLET CONCRETE CK ^ 3 1ai B" M+n. TH`.gt REDb. Rs.) � � I 7 3/4' Mm. E.D. 2'-' 2' I If END CAP T POURED CONCRETE 7 3 4- (T'c 3 ksi Mtn.) POURED CONCRETE Dam ED. ED.�EO. 8" Min. THICK REO'D: 4' DDDaOR (I'c A 3 ksi Min.)LU 4- I 6" MIn. THICK REO'D. Y„ ©OR 01 ® _' I 2` G OR G� z' a, �OR© ry ; ® E.. 2' _ 7 3/A' 41n. E.. 2` JS U/8 Or II I Q/8 Or 7 3/4" Min. I L4'x4'4/8' o� R/8 Or '/8 c n R/8 or I '/e R _ _ y 4'x4'=3/6' (6061-n ALLOT) (6061-T6 ALLOY) T um. ANGLE FA SIDE. ENE IF APPUI ME Aum. ANGLE EA. SIDE. R u EDGE +F APPLICABLE v o M'a' I D (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/ (GOR �� ALTERNATIVE SECTION X2-X2 W/ n OR CG3* pRTLxO cuss a 11 I ALSO INSTALLED TRAPPED MOUNTED i END & INTERIOR MULUONI e PER SECTION R'-R' ON SHEET 8. ) LEND & INTERIOR MULLION) (N/ ORIENTATION !! 11 (W/ ORIENTATION 9 2) (4`x6" of 4'x6") gN Min. E.D 1 i/2"x1 T/1/4%6/" * ALUM. (6"%4. OT 6"%4' g — 1 ITVI ANGLE W/ I/a'bx}/a' ITV! BUROE% 3 MIN. E.0. \ Tfl( SCRETVS O 24' o.c. TO TUBE L+ I 1 1/2' R SIDE RAIL QD NOT SHOWN FOR CLARITY p COVDNA%%A POURED CONCRETE (rc = 3 to Ma) \ 7' 10 s" Mul. TACK READ. I t ® I (DP. NP/BJRMD 1 1/2- 1 1/2' l>ro. LO'/BORou) 7 3/4` 414 i3/B'z0'-f0'(6081-T6 ALLOY) Avm. ANGLE ,'BEN A. TJ14* ,P MIN, E.D. E0� EO EA SIOE W/ (2) 3/4.0 7HRU BOLTS TO MULLION & (2) 31CO KWIK BOLT 72 EXPANSION MCHOR rl' �' .•' "CENS''y,9 =� FLORIDA BUILDING CODE (Non High V01.1ty Burd0000 7aIIe) \ \ \\ \ IV/ S' Min. EMBEDMENT TO POURED CONCRETE MALL. Dw. TOP & BOTTOM). S L i No.44167 02a17 n=I mC V/Rn m Nautilus LP. EDGE IF APPLICABLE ROIDng.4mticrSysmm WALL MOUNTING: MULLIONS CGi OR(GM .a '• cenpr ILT E mm POURED CONCRETE WALL = 9 -""" "' ' W' p` nun rzmxc a ..MERMa col EXPERT SHUTTER SERVICES INC- "�`. A"� ""0+++_n uw luu sx. annroRL mun 77-244 SECTION W-2 �O,t�'6.7'• V7 t ..I PGA W. US$ F. N90II m OWiuO 11. END'& INTERIOR WALL MOUNTED MULLION INSTALLATION =- s/o EN6n714R ® .Wsm O[N T.n. , IF. m+l n.-mm P.E. $$GA/Y+Itz4( E/DA1E tµtER A iRUf}. P.E HOwlu ua. / •a147 vaTT tt mx BC11E: I/6' f' ECCE IF 3 1/2' P 1/—r' 4 INMINUOUS POURED- 7 1// 2' CONOZ E (rc . 3 W Mn) 6 Mn. THICKNESS REO'D. 0/8 Or i R/8 or R'/8 , ] 0 1/4903/4' IIW BUILDEX T K SCREWS Hat 8' Cont. / W/ 1- OL..O.Ow. G vwz o STEM & BOTTOM) W/ WASHER O 24' c.c. XL W/ 2 '/4' EDGE IF APPUCABLE ® 24' o.c. T---- _l _ ] 1/2rAn. E.O. 2' —� 2, 2' ( 1 POURED CONCRETE / (ra = 3 ksi Min.) 4' CaERIOR 6" Min. THICKNESS REO'D. 2 GOR 4 END CAP 1/2' 2' ] Nin. E . 7 4'.4'0/4' OR ALLOY) (ecG1 µG EDGE T a PNCA9LEJ Al.m EE SIDE. 3 or 3 or /8 ALTERNATIVE SECTION X2-X2 W/ n OR (INTERIOR MULLION) (W.(W/✓! VORIENTATIONR E A !)�A 21 (4'X6� or 4'z8) (WALL MOUNTED SHOWN, MAY -O BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1 1/2.1 1/2 X0.062'.CONT. ALUM. ANGLE W/ 1/4-OX3/4- ITW SWLOEX TEK SCREWS 0 24' o.c. TO TUBE. Cm. W/Bumid) ] 1'/2- CCNmNIXXIS PCURm I�4-.4-.1/a'X0'-6'(6061-T6 ALL" Alum. ANGLE MIN. ED. CONCRETE (rt - 3-W'-�^- E0 EO EA SIDE W/ (2) 1/2.0 THRU BOLTS 10 MUWON Mn) 6 Mn. TH O:NESS \ & (2) 1/2-0 KW9K BOLT TZ EXPANSON ANCHOR \ REID. \ W/ 3 1/4- Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). EDGE 6 MPUCABLE , WALL MOUNTING: MOUNTING : MULLIONS�OR� POURED CONCRETE WALL SECTION W-2 ` T QEND & INTERIOR WALL MOUNTED MULLION INSTALLATION * _ APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS' SCALE: 1/e' . i' EDGE IF APPUCABLC-L r ---- 7 1/2' Mln. F.D. POURED CON (T'c - 3 ksi 6' Min. THIC REO'D. ] 1/2- Ws . ED. L_ _ — y x'XPA/a' um. ANGLE EA 610E (6061-76 ALLOY) E)CE IF APPLICABLE ALTERNATIVE SECTION X2-X2 W/ LG y' A : . ?13ATION 4 1 ]AF1 ,,SEE MAXIMUM©(INTERIOR) & © (END & INTERIOR) WALL MOUNTED MULUONS SPAN COVERED BY SCHEDULE 20' FOR INSTALLATION CASES V & IC ON SHEET 25 (UMRED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE TI' - COMMERCIAL APPLICATION FOR i100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-D" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC K1'RK BOLT TZ ANCHORS. A. jj6 } 11DE RAIL Q NOT SHOWN FOR CLARITY 67 '- .y t!'dlr o JOIT a= NC. IL E C O TMc. Sun rzm9oSe cxmnTTmxo coKRAxr R�+u ort.M n.Ne. Nauti us ROTIfng Sbnff"symm EXPERT SHUTTER SERVICES INC. 16iG SN. BnnfdlES t OR (1) 3/4'6 NWIK BOLT EXPANSION 4 ' Min. E.D. un. E.O. , R (OMENTS G En 1 M #2). 3'E3•XI/2' O-4' (OkEN1A1K1N6 �1 & d2). MOLE E ALLOT) / (2) 1 v 2• FOR (277 3/4-0 KMK SOLT R PANS!ON ANGLE Eh WE TS o uin. E.D. ' Min. E.D ANCHO(i8 O tNTERIOR MULLION 1/4'o iHRU BOLTS TO 1 I/2' (OpENTATION F2). UULUON o & (1) 3/4'0 KW1N BOL 12 EXPANSION ANCHOR W/ G' Min. ED, pF SUB (- ME OF SIAS EMBEDMENT TO PCIURED IF A .,&E T I I t V T T r N IF IFPI1f19tE CONCRETE (Typ. TOP h BOTTOM) 7' D(IERIDR G2 POURED CONCRETEdIhn (Cc = J kei IA;,.) n 3• TJI' -,I:T S' IAI, THICK REO M n n I_ 0 3 b b ExISTWG—­I` w cuss 0 u, SECTION 6 G2 .(END MULLION ONLY) ° ' 1/2• a 1 1/ - (W/ ORIENTATION 1 1) t t/ • 1 t 3= n MINOR(7"X4") 4- b A I z ry ® V 3• 3' N ® p ®C G r Qr/8 Q,/V a o b G2Hv 4' MEMOR 2 •' DaMR 17 RD 0 1 t/Y p I 1 1/2- I i/]• ® X3 a X3 T---I (ttP. Tw/BOmmg (jTP, Top/BGiTGK) S'X3'x1/2'E0-]' (6061-T6 ALLOY) 3.43-.T/2W-7- (6051-76 ALLOY) b EO.=EO. Mum. ANGLE EA SIDE W/ j2) 3/4.0 Alum. ANGLE EA. SIDE W/ j2) 3/4'e 6 I TItRu BOLTS TO UULLION 0� & THRU BOLTS TO MULLION �2 & E POURED CONCRETE (1) 3/4-9 K BOLT TZ EXPANSION (2) 3/4ro Ka1K BOLT TZ EXPANBION +A�S (I'R - 3 W Mn,) ANCHOR W/ 6• M. EMBEDMENT TO ANCHOR W/ 6' Min. EMBEDMENT TO ^Y 1' B' Mtn. TKCK REO'D, POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & B=,A) BOTTOM) (END MULLION ONY(INTERIORSLQLLION Y j EDGE of sua L' _''y� i. EDGE OF SUB ALTERNATIVE SECTIONS X3-X3 W/ G? ,F a pUFIBLE IF APPLICABLE (%Y/ ORIENTATION t 21 FOR (2) 3/4.0 KM1K BOLT TZ pmSION n"' -• (4"0") Llin. E.O. L IAia E.O. I ANCHORS O INTERIOR MUWON T`•TIf�� (ORIENTATION i2)• .' `'(�G� �Vj'A9 SIDE RAIL QD AND BOX NOT SHOWN FOR Min. E.D. • Min. ED. P" _ CLARITY. FOR (1) 3/4.0 KYJG( BOLT . EXPASION p'r�/� �C SF _ FLORIDA BUILDING CODE (Non High Velaity Kunieonc Tae) ANCHORS O ENO MUW04 G3 (ORIENIAWO BT & /2). ! : * : GAIT TILMOm ARA Nautilus[s �r FLOOR TO CEILING /TRAPPED MOUNTING :MULLION G? * ` * Rd L.S Sh N.,57m m M/24/I1 SECTION W-3 �4.45.., ;J IL E C O uEG. EXPERT SHUTTER SERVICES INC. Q ��..j.1 T.T TsmM1G a 1I.NEEMO COMV Y ��F •.• %A Nu "r `w �'•r-'lw.r«,cm muv I620 s.R. mlT IMET 17-244 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' I.) MKO I S/ONALE ,,IE' vm Ivnt To. 0 4. ru tm) m-mn .,�41� FKTTF w a. m G,m L2 v w SGtE; 1/B. 1' P.E. SEAL/ f-3 NATURE/GATE rTOww LZI Eger kin. E.O. EDGE OFSLAB(SEE SCHEDULE a' IF AP t T— n e rt n u u SONG�I W GL GLASS ii 1' 2 i Ny o� 0'/B — z sib o I' f� r a `r• X3 (iN. TGP/B01TW) n EDGE OF SLAB 6 APPUCASUVf Min. E.O. —(SEE SCHEDULE / kin. E.D. SCHEDULE E1)-IDGE OF SUB IF AP%ICAME W. ROD CONCRETE (6061-T6 ALLOY) 3 kf. un). Alum. ANGLE EA. SIDE SCHEDULE e1. W/ (2) 1/2-0 THRU BOLTS TO MULLION EXImn (4} ANCHORS—' (SEE SCHEDULE 11) 0® ALTERNATIVE SECTION X3-X3 W/ ILP.I"« jy"/J ORIENTATION & 2) (2'%7° INTERIOR MULLION ONLY) POURED COIKREIE (1'e , 3 ksi km:). SEE SCHEDULE A1. //////X/ IEOGE OF SLAB IF AMUCIRL! MIn. E.D. SCHEDULE p1 FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 E )N SPAN AA 6 - 1/8- - 1' • SIDE RAIL 00 AND BOX NOT SHOWN FOR CLARITY. k )SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES 1, IB & It ON SHEET 25. (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): INSTALLATION OASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE @1 FOR ADDITIONAL SPECS. INSTALLATION CASE 1a - RESIDENTIAL AND COMMERCIAL APPLICATION W/ *60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #i FOR ADDITIONAL SPECS. INSTNIATICN CASE H - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. SEE SGHFOIII F 91 MR AnmmnNAI SPECS_ SCHEDULE ¢1 INSTALLATION MIN. SLAB THICKNESS ANCHOR TYPE & SIZE MIN. ANCHOR MIN. EDGE DISTANCE FOR CASES REO'D (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR 3/0•0 HILTI INC HUS-H 1 c SCREW, 3/8.0 POWER FASTENER 2 1/2- 5 1/2- WEDCE- BOLT ANCHOR L a' INC KWIH 2 1/2- 5 1/2' SO TZILM II 6" 1/2.0 WLTI INC KWR( 3 1/4" 7 1/2- BOLT rz V`: FLORIDA BUILDING CODE (Non Bqe V f' No. 44167 'v,. ? oron rnaw me Nautilus I/T1LrEC0,...\1 _..____ _, rm°m'sa'tte....m P4•tl NI k O /R{A 11 CITE 17-244 s.m Lam a EDGE IF APPUCABIE 2'xMUWON DEPN.1/8' Cont, CALUM. NEE (TOP k EDTIDM) W/ 1/4'al/i OW BWLDa TEK SCREWS TA' W/ 2 1/i 5/16"e NS M W/ I' 0D.0.060" WLVNUZEO STEEL 2 1/6- \ ,Wn. EMBEDMENT 0 24- n.M. WASRER 0 24" o.M. 1 34' / Mn. ED IN. ED. _ EDGE IF APPUCiBLE- 1 r I - — — — n 1/27 I / 1 7 3/4" 0, E.D. I �_J CONTINUOUS�rc PC- 10- 3 16 = 3 Im Mn) \ T CONCRETE THICK B• Min. THICK REDO. ` I POURED CONCRETE (I'c J M1 Min.) — \ END CAP 8' Min. THICK REO'D. I I' iTMin. i I ExlsnNc Guss "1i —POURED � CONCRETE (Fc = 3 W Mn) ; 8' Mir. THICK REO'D. X4 (WALL MOUNTED SHOWN. MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) DOIERIOR �1 1/2"xl 1/2"z0.062'xCONT. ALUM. ANGLE W/ 1/4'0x3/4' ITV! BUILDER TEK SCREWS ® 24' o.c. TO TUBE. 1 1/2" (O. Tw/NTIM) 11/2' \ 1 I/2- 1Tp/IURuQ IXIEIiIOR 7 3/4• Mm. E.D. T 'x4'O/8' (6061-T6 A U" um. M, EA SIDE EDGE IF APPUGBLE� SECTION X4-X4 W/ (END & INTERIOR MULLIONI (N/ ORIENTATION 4 2) (4'x7') • SIDE RAIL QD NOT SHOWN Y 7 SJi VEO 1. MM. E.O. 4-x4-x3/8'x0'-10-(6061-T6 ALLOY) Mum. ANGLE /'I' .Q ^'T)wT✓�••'- EO ExSIDE W/ (2) 3/4b THRU BOLTS TO MULLION�k (2} 3/4-e KWM BOLT TZ EVANSIGN ANCHOR .1 NUEDMENT TO EDGE-Lxx IF APPMCABLE WALL. (M. TOP & BOTTOM) flFO CONCRETE_ .4410261i Ta:ao W. WALL MOUNTING: MULLION �x21. �* i v W IL ECOIR POURED CONCRETE WALL ' '0 '•A S . W AA nn.T XSV.0 a ENMmEC. SECTION W.t S,'10......�a6�ITTnT END & INTERIOR WALL MOUNTED MULLION INSTALLATION W ER A TAy > PL 6CALE: I/e' o I' F.E. S�/v1NG)Y1JAA GATE mm�A tk. 11,67 FLORIDA BUILDING CODE (Non RIRW Velocity NWrteane gate) w"'m Nautilus 19, Rog8ng91vtlerS"m oMr/n KPERT SHUTTER SERVICES INC. o,R 1620 SW. BILMIIFS WKET 17-244 PORT W. Lura, n- x264 nxea: T.x-Txa . nu O .h sx[P i3 oa6 i EWE S 4 4 3/8- Mln. E0. CONTINUOUS POURED CONCRETE Ire - 3 w Mn) v o e" Min' TRCKNM g H KOb. A P A ZO � O ry A EN141NC C1A55 � 4 �� IX _c 3 _ A Q"/8 e 4 (M. Tai/COIIWI 3 .1/8" Cont. & BOTTOM) L W` 2 1/ 24 ox. ENO CAP 1/4'00/4' RW BUILDEX TEN SCREWS W/ 1' O.M.O.O80" MVM7 0 BTEEL WASHER O 24' ox. MOUNTED PER SECTION 0'-0' ON SHEET e.) EXTERIOR 1 1/2".1 1/2'.0.062"xCONT. ALUM. 'ANGLE Vf/ 1/4'00/4' RW BUILOEX TEK SCREWS 0 24" O.c. TO TUBE. 4 318- ' `(2) 3/8'0 NWIN BOLT T2 EXPANSION ANCHOR MIN, E0. WJ 2M', EMBEDMENT TO POURED CONCRETE � x WNi. (TYP. TOP & BOTTOM). EWE IF APPLICABLE CONTINUOUS POURED CONCRETE (fc o 3 Id 14%) '' Q 8- MA THIOWESS REVO. Q�3' WALL MOUNTING: MULLION POURED CONCRETE WALL z j SECTION W-4 2 -� Q INTERIOR WALL MOUNTED MULLION INSTALLATION * =90 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SOME: 1/8' n 1' P.E. EDGE IF APPUM EI 4 1/8' CONIINUOUS POURED CONCRETE (fc - 3 K 8' M.n. TKOcNESS FWD. 311OR 4 3/8' EDGE IF APPUCn - SECTION X444 W/ b-3i i QSEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 12'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE )T - COMMERCIAL APPLICATION FOR t100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC KWIK BOLT TZ ANCHORS. NOT SHOWN FOR CLARITY e mn nam wt FLORIDA BUILDING CODE (Non RIBh V.7.61, Bwrimne V ) Nautilus R00N93&MCersya K wn4M wR (PERT SHUTTER SERVICES INC. 18 6 SW. PI.IVERE STREET PORT 5T. LUCA:. R. NSB4 PTSL ICON IrFYC1 .IN pi7) eN.OF1> 17-244 �� � sxm Tl4oFs STEP 1: OBTAIN JOB SITES A.S.D. DESIGN PRESSURE R4TING.(P.a.L) FOR THE OPENINGANO DESIRED SLAT SPAN -V (III TO PROTECT IT (SEE GENERAL NOTE W, SHEET 1). STEP 2: ENTER TO CHARTS (III, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN 10 SLAT SUP (In). ANCHOR TYPE AT SIDE RAILS; AS.D. DESIGN PRESSURE RATING (P.&L); THE REQUIRED MAX SLAT SPAN Vft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER AS.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LE 'THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN UY SLAT SLIP MAY BE USED. FOR A GIVEN AS.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART 1c: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va. Vb B W ON SHEETS 18 THRU 18. ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE. SUBSTRATE. MOUNTING TYPE, A.S.O. DESIGN PRESSURE RATING & SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2 ENTER TABLE ION SHEET 22 W/AS.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23, WITH AS.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. (DUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION PROCEDURE 4bt IF MULLIONS ARE USED BUT WIO STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2 ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.25& 28 W/ A.S.D. DESIGN LOAD: MAXIMUM MULLION 3. SEE SHEETS 10, 10A, 11, 11A, 12, 12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT CTOP & BOTTOM ONCRETE FORFAOR FLOOR TO GIVEN MULLION TYNE �EDUO8Wj1eLL MOUNTINGS OF MULLIONS INTO PROCEDURE ft.: IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART In, ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 W/AS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). OR 3 ON SHEET 23. WITH A.S.D. DESIGN PRESSURE & A CHOICE OF 2 OR 4 ANCHORS PER SPACING. 4. ENTER SCHEDULES fa THRU 2c ON SHEETS 24.25 & 28 W/ASO. DESIGN PRESSURE RATING; MAXIMUM MULUON SPACING (MAX„ IZ 5' OR 71 AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN 8 ), MULLION TYPE & MULLION ORIENTATION. S. SEE SHEETS 10, 10A, 11. 11A, 12,12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & FBOTTOM FOR FLOOR TO OR A, MULLION TYPEI ( QRA�P 8 )OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE 4 PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. A. T11 No'44167 02017 MMM ¢IG Nautilus FECO1Nc. ROB1vg.f6vNor3yafrm L EXPERT SHUTTER SERVICES INC. 6.s CNWxC[Rlxo fAY1•xY crrq vma. ueegn ss�r f6R8 SM. B6Nd1E SIrtEfl 17-244 Wr•x" b SLAT PERFORMANCE CHARTS Ia. Ib, Ib' & IC: (ONLY VALID FOR 1/2" SLIP) CHART I8 CHART Ib CHART IbE CHART IC uBE Wn AS:O. EGAD USE MpaNM POSTNE AU. LOAD VA IE 3/8"0 KWIK BOLT 3 ANCHOR 5H6'O TAPCON XL ANCHOR 6116"o TAPCON XL ANCHOR POURED CONCRETE m IXRIND carnnE m e¢an IA1FD col awnart IADa( MAX, MIX SLAT SPAN SLAT SP VA). SLAT SPAN REQUIRED MIN. SEPARATION TO CLASS AS,D. 'LMW (FT) 'LMAx.' (FT) 'L..w (F7) MEASURED TO BACK OF SLAT (IA) DESIGN D r..n WNt 1101af >a aom i �� IlaAlf >a Iglu ♦ a�lYa Fes,' e awM tl/© aE lom • IMIL YpMI SE I.Om i TIVaPFO YdJM as wm ♦ aNDOlE • amD-M uWM 11/© sa ao1C1 • NL YaMf s¢ ImB i a.1 TR.PEID VJaR of lam • Buaa-art • a3.la-art aOUM a/© sa xoRa i W 0 SfOiW BIR$ 17j. MWD: ORE W STOW T?J BVS MPm4 oxE 160.0 1 8'-0' I I T-8' 1 6'-10- 1 8'-D' 1 1 7'-1- 1- 7'-6' I- - - Y * NOTES 1. ABOVE INDICATED MM. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 @ I8 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KINK BOLT 3 ANCHOR OR 5/16'a TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED. AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. SER A. T/l NO.44197 0 W17 M= Nw Nautilus Lc R0Nng3hvtterSyeblm 01/z./n L E C O IMO. wE EXPERT SHUTTER SERVICES INC. n"0 a Excwucw0 e0wtxr �',v v�.l In$ iw. MMRE S V 17-244 v'�jmi-lan.le:,Erop a" '-�l;a-� PoRY Si. LVOE. R. S•98. oN.wwc w t9 na¢: Im]1 R.o-fYa . nc {n11 mi-wee RaeLM Ik. E 4Im SMl[1 1! O ]! MAX. ANCHOR'S SPACING SCHEDULE V3 FOR A GIVEN PRODUCT MOUNTING TYPE W/ 3/3"O KVJIK BOLT 3 ANCHORS TO POURED CONCRETE WALL. A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNTRMSONE SLAT ~SPAN" t Nom MAN. SLAT SPAN FOR A 0� GIVEN AS.D. DESIGN PRESSURE RATING SHALL NB�B EXCEED MAX. SLAT SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT 41-1.1 BUILD -OUT MOUNT Y,I ,1 � •, % FONDA BUItDINO CWE (Non Biqa Velocity Burticane Zone) •• * �.aa/s�` 0=17 TATRO m Nautilus W. m « e�TE. a ffing nENa.s"ft,. mn.n7 un pp'•.— �(. •. / `\ �:i,t>mm�-w uulr resnxo a moi.csnno oa.nny EXPERT SHUTTER SERVICES INC. aiv wa n.. n, x m, umq n viu IB)8 SM. 6L)NORI: SUER 17-244 i F, •.. DRI D ; ae dum nwm 5 . wcx n 5wea wn o o w •••••/' �i%%/' a� ftORb tF. t a.10) 9Re 16 OfM SLAT SPAN RANGE oE9GN 0'-{' 1 > 1'-5' } > S'-b' 1 > 6'-Y 1 > T-9' } > 9'-12' } > lz'-IB' } > 18'-20' } z x.e 9' 9' 9' 8' >St-a0 9' 9' 9' 9' 9' 9' 9' B' >at-00 9' 9' 9' 9' B' 9' 7• 5 5/B' 9' @' B' S 5/B' S 5/8' >61-tos 9' 9' 9• 9' S. 6 1/2' S 5/8' >t08-1x0 9' 8' 9• 9' 6' 6' - - >t1t-tw 8' 9' 9' 8' T 6' - - >fU-i60 T T �• SLAT SPAN RANGE Gmox P �E (D+ 0'-P 1 > Y-5' 1 > 5'-6' 1 > 6'-]' } > T-9' 1 > 9'-12' i > 12'-1b' } > 18'-20' Y s Soa 8' 9" 9' 9' 9• 9' 9' - r]t-a0 9' 9' B' 9• 9' 9' 9' - >Bt-105 8" 9' B' - - >ut-RO 9' 9' 9' 7• SLAT SPAN RANGE P� 0'-B i > a'-5' 1 > 5'-8' i > e'-T 1 > T-9' 1 > 9'-12't Y 12'-16' } > 16'-20' } ft� E E E E E E E E E E E E© E © E E : 50.9 9' 9• 9' 9• 9• 9• 9' 9" 9' 9' 9' 9' 9' 9' 9' 9' 7 3/1 7' 7' S 5/B >31-40 9• 9• 8' B" 9" 9' 9' S. 9' 9' 9" 9' 9' 9• 9' -9' 9' 6' S SJB' S 5/e' S 5/8 >at-6o 9' 9' 9' 9' 9' 9' 9' 9• 9' 9' 9' 9" 9' B' 9• 7 1/2 7 1/2 S 5/8' S 5/8' S 5/8' - >81-ex 9' 9' 9' S. 9• S. 9' 9• 9• 9" 9• 9' 9' 9' 7' S 5/8 5 5/8' - --- 9'9'9'9'9"99'6'8' 61/28J/P8J4'S5/85 5/B5 5/8 t >tq6-Ixqg"9'9'9" 9'99'8'8'8"6 1/2 6' fi"5 5/85 5/8' SS/B>Ixt-ue9•9'9 155/8 9'7 1/2 B'6 1/2B'8'6' 5 5/8.55/8'S 5/8>Ht-1609'8'T T 5 S/e8 34'6 3/4'S 5/85 5B' SS/B' - - - - WALL MOUNT ... SLAT SPAN RANGE ocsux >A1210 wrva(cA 0'-4' } > 4'-6' } > 5'-8' } > 8'-7' 1 > 7'-8' } > 8'-12' } > 12'-16' i > 18'-20' i s J0.0 8" B' B. B' 8. 7 1/2" 5 1/2' 131-40 8' 8' 8' 8• 0' B• 6' 4" >41-60 8' B. B' B. 6. 4° 3 3/4' >61-80 8" 8' 8' e" 7' 4 1/2' 3 3/4' - >81-105 8' 8' 8' 6 1/2' S' 3 3/4" 3 3/4" 1106-120 8" S. B. 5 1/2' 4 1/2' 3 3/4' - - >t2t-u0 8" 7 1/2' S. 4 1/2- 4' 3 3/4' - - >t41-160 8' 8' S' - 4" TRAPPED MOUNT �y SLAT SPAN RANGE amw FUM 6w¢fo10 ��F6. > 4'-5' } > 5'-8' } > 6'—T f > ]'-8' } > 9'-12' } > 12'—I6' } > 16'-20' } s W.0 6' 6' 6' 6' B. 6' 5 1/2' >31-40 S. 6" 6" 6' 6' 5 1/2' 4 1/2' >41-60 6' 5 1/2' 4' 4" 6' 6' 6' E. 4' — >et-1 B. 6' S. 4 3/4' 3 3/4' 3 3/4" t21-145 6" 5 3/4" 4' 3 3 4' 3 3/4" >141—I606" 5' 3 3/4' 3.J 4' — BUILD -OUT MOUNT SLAT ~SPAN~ o] t NMI MAIL SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAIL SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15, 4sa SLAT SPA! RANGE PM 0'-4' i > P-5' } > 5'-6' 1 > 6'-7' } > V-8' t > 8'-12' } > 12'-16' } > 16'-20' i B. E E E E E E E E E E E E s 35.0 6" 6' 6' 6' 6' 6' 6' 6' 6' . 6' 6' 6' 6' 6' 6' 6' 6' 6' 5 1/2' 5 1/2' 4 1/2' 4' 4' 3 3/4' >31-40 6' 6' 6" 6' 6' 6' 6' 6' 6' 6' 6' 6. 6' . 6' 6' 6' 5" 4' 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4' >41-80 6' 6' 6' 6' 6' 6' 6" 6' 6' 6' 6" 6' 6" 6' 6' 4' 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4' >61-80 6' 6' 6' 6" 6" 6' 6' 6' 5 1/2 6' 6' 5" 5' 5" 4' 3 3/4' 3 3/4' 3 3/4' 3 3/4' >81-105 6" B. 6' 6" 6' 5' 6' 6' 5 3/4 4 1/2 4 1/2 J 3/4 3 3/4" 3 3/4' 3 3/4' 3 3/4' 3 1/4' >166-120 6' 6' 6" 6' 6" 5 1/2 5 3/4 5 3/4 4 1/2 4 1/2 4 1/2 3 3/4 3 3/4" 3 3/4' 3 3/4' >121-140 6' 6' 6' 5" 5" 4" 4 3/4' 4 3/4 3 3/4 4 1/2 4 1 2 3 3/4 3 3/4' 3 3/A:.,, — _ >141-160 6' 5" 4 1/2 4 1/2' 3 3/4 4" a' 4' 4" Lap: SM 12GL'n011 441 67 1 � I o ml�nmo me OUs61m Deli./u Dart 17-244 M. r MAX. ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE, W/ SI 0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL, P.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT • SLAT SPAN RANGE i am - MAX. SLAT SPAN FOR A SLAT �SPAN� GNEN A.S.D. DESIGN [o] PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNTMTM BUILD -OUT MOUNT 10 ,•• ,.•""•••••'',�%••. 4 FXI N BUILDING CODE (Non Wgh Velooty Rurricane Zone) t a�, : Nautilus aa�s� ` •D '. RnD6tgMofferSy.Nm ' W/2./l> pp+ mut rzmxo e: ExcxcEewo mxrdxr EXPERT SHUTTER SERVICES INC. .tv .Mxa. a m m .rma n viq 16]0 iw. 6M1NO0.E SIHEEt mrz t J-y44 •+.. flID%,.: •.a4r \\ 4,..ol, .FP e0-Omm•9 rxox[r Imo f-mx , rw ) m,taro T•.G ..••••••••.. VI /GATE WA. A 111tR Ar.6, rtmaw te.1 ..tet sxm to mxo P R1RGE Ot+f.) 0'-C 1 > 4'-5' 1 > 6'-6' t > 6'-]' } > T-B' 1 > B'-12' } > i2'-16' 1 > 16'-20' 1 s JOA 8' 8' 8' 8' 9' B' 8' / 1 2' >108-IIo 8' 7 f/2' 8' I>� � P PSNCE (P../J SLAT SPAN RANGE 0'-a' } > {'-S' T > S'-6' } > 6'-]' i > J'-B' T Y 9'-12' 1 > 12'-i6' 1 > 18'-20' S s So.o 6' 6' 6' 6' 6' B. 6' - >n-4B 6' S. 6' 6' ff' 6' 4 1/2' >m-eo 6' 6' 6' 6' S' 4 I/2' - >Bt-toy 6• 6' 6' 4 1/2' 4 1/2' >to8-t20 6' 6' S 1/2' 4' 4 1/2- - - - ...... so 6' S' 4 1/2' 3 7/4' SLAT SPAN PANGS 0'-{' 1 > 4'-a' } > 6'-8' 1 > 8'-0' 1 B'-12'112'-16'1 >16'-20't E�EEEEE J0.t16'6'6'6'6'6'6'6'6'6'fi'6'6•6'6'fi'S1/2'{'41/2' >Jt-.o 6 fi'6'6'6'B' 8'6'6'6'6'6'6'6'a'{' >.1-60 6'6'6'6'61/2'S1/2'fi'6'6"8'6'Si/2'41/237/4' rl/2- >el-eo6'6'6'6'B'S12512`at/2'4f/25' S' 4' 4'4'33/4' >Bt-tBs6' 6' 6'6' 6'S 1/25 1/25 1/2'at/233/4JJ/4'>tab-t2o - - - - - - - - 6'6'6'S1/2'S1/24f/241/241/2]3/d-- >t21-i4o G. 6' S 1/2 4' 4' 7 7 4 7 7 4 S' 4' SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)DESIGN MAXIMUM ~SPAN SLAT L� *NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES NPOUNDSPER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE TITS SHEET FOR Vc&Vy VALUES. Vy SIDE RAILVX • - pC.,TI(�j ER Vy w JC�IS�C Tin ;V1�P - FLORNA BUILDING CODE (Non High Velocity R,mlmne Zme) e No.44187 i emnnrzcoa+a Nautilus I L E C 13 RoLJngJLvMeySPalem m/e.�n 11.. • • /j�� L I+LLrT Tcmxca cno+x�wmu co.rurr EXPERT SHUTTER SERVICES INC. ='yq J !:' 1 u'.f ¢ w x� na�1 n vie. O ... \ IT : ra,v,-un. m: Nmm,-m' s/pNAl��61'IL �aoos t839 S.M. QgTNW[ 510.[i PoRr sr. uKrt. n, ac7e. m4 17-244 nurzR Amur x, vc. P.E. SE&,/ I iPUMit ATE norunr Ltr. I utei sxm w ra A.S.D. SLAT SPAN RANGE PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (PST) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 70 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-50 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 516 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >706-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT PERFORMANCE CHART IbI & ICI: (ONLY VALID FOR 112-SLIP) SLAT PERFORMANCE CHART HbI & IICI: JONLYVALIDFORIM'SLIPI FOR AGNEN NIQMMA"D, DESIGN PREssM RAlW6(pAOANDSNUmER MOIRRCONGRIDN FOR FORAGNENR9NYVUASO. DESIGN MUMS RATING IR.F.RAND SHUrtEA MOUNTCOWMN FDA WSTALATIONS VFOSIORY BAR9PEfl DETNL2BEl0V! WSTALATONS V80STUOa BARS PENDETAI12 BELOW SLAT PERFORMANCE CHART IIIL (ONLY VALID FOR VS• SLIP) FOR AGNEN MANMUMMSD DESIGN MSSURE RATING f6NANDSNUTTEA MOURCONDRION FOR INSTALUTION9 VbOSTORM BAR9 PFA DETNL2 BELOW CHART Mbl wyl CHART HICI V4 NmFY 1191[ ®®I f+®1(MD wDw1M A5fl l0tl 1@ WIDLV P®1t2 ASB LOAD YAt18 Nt6'0 TAPCON XL ANCHOR L@M SLAT SPAN "LMN' N) NLVAw WUL SLAT SPIN 'LWx• (m RDMI, ImL SO'AROW TO cum ImTWED To w OF SLAT CIA) "MUM IM]F° (M IML t101M . 4 au -art uaG w/ Imme DnD-Glrt Y0.� w/ ®. A y> T-AIN W/o Sm SAM m mFrts Aum xGIC A SOLO • 7'-6' T-Y 7'-6- V' 71 1" B 1 8" no •• 7'-2' 7'-2" 7'-3' 6'-! I" B I 8' 40.0 � 6'-9' 6'-S' 6'-9' 6'-t• 1• 6 1/B' -e' !'-tY 1•�- al 8' W.0 r 6'-5" 6'-Y 6'-!' !'-9• 5S0r Mo 6' -J' W-I• 6'-3. V-J' W-T —• 6•-r 6•-r Y-Y r e I A• SLAT PERFORMANCE CHART IV: (LESSTHAN 116'SLIP) FORAONENAS.O. DESIGN LOAD(F6D. 6'MRTEAMOUNT CONDNIONINCWDING ANCXORTYPEANDFORINS]ALLATONS 9d°SfORMDAN$PEH DETM]DELOW 5116 TAPCONXLANCHOR IE£ WNNW YAM[ Bflw[D! F'OSIINC W1ID1101 PwFRwE IND ]fiA1wNF ASD. IDIO A.SO. LONG VALOE I" SAT IN. SLAT SPAN .M�ffiL�PYe}LV-U} SPAN . mQU:41 ]SFm'TOT l t8wIa91 LOAD IFALL a Bre}AAz•R) waw/lIoo• GvIg y�.FLwLD •T aS oa e a LDE= 6-6" 6-5 V-0• Y-10• . }_7. !•-5• A ! ••• • WID Flit 07XilSi6t-FIR(FrO� .. ...�.._. _._. S11RETN FRE 02 (G-M SPU<E PIW-FR-gm (0b36) ..._..I _W_. it I mwT.� •• MD FOR O0AASim-S3U1H (G�40) SWIHER1 FOE 112 (0-055) I •,` I r VIUD FCR SOJDDN SLAT SPAN OMNI11ON FIR w.uL .PPA'e 6� yy 110'-0• FOR BOW-otD i I INXf ""'4 i INSTALLATION INTO WOOD FRAME STRUCTURES (. No.44167 0 DETAIL 2 (ELEVATION) V4 WLY VEI! mil AHwR AO MS06t ASD. IDO � 00w W.1LSA�T SMN YR 1Lw IN WOOD GRADE uunL w]u ,l .LL+ )iA w 0 5f0181 8U5 IV�.11N19 IFOIeD log uagp w F � nw ZW6 vM me �3 A Foie IO1° ITT � SWRM NNE lit (C-0.55) 60. e-5- A'-5- G'-D• Y s t/2• D000LAS-RR-SOUTH (G.0.46) 60 A•-5• 4'-5• SPRUCE PWE-RR-SRN(0.036! 60 41'-5" e'-5' vAr SLAT SPAN DEFINITION t DETAIL 1 (ELEVATION) A R41E5 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. 1: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE, MINIMUM LENGTH OF WALL AT OTHER SIDE OF OPENING SMALL BE 33". °°"mom`°M Nautilus° RolFFng DmMDreya(am moRrzn 1L E� EXPERT SHUTTER SERVICES INC. ax0 a Gncw...... Y. F'a.vu Rwus n v.e. jsipirvo, re r (vpn-.vl ��••A q'^" t626 Bw. O:LINORE 9TnlD PDRI W. U=- FL. N9& wos (nN ]o-sx+. nu: (rm m.cm 17-244 °F'wp1p n' 9Si 26 D/]6 FOR, A . 1 44 PL Uc. / •x16] MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"XV WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE "`n•" SEAT SPAN RIOIGE n`4°esaa�' Wig 9-d m 4'-r SOUTHERN PINE Q2 (G=0.55) 5 30.0 6" 40 6' 50 6" 60 6' DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6- 40 6' SPRUCE PWo.36E-FIR-SOUM c= s 30.0 6' WALL MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE .." ,�"�',,,,� Cmc•>tm5•>5ms•>9mY •>7 m9•>9m N' SOUTHERN PINE #2 (G=0.55) s 30.0 6' S. 6" 6" 6" 6" 40 6' B. S. 6" 6" 4 3/4- 50 6- 6' 6" 6' 4 3/4- 3 1/2' 60 6' 6' S 3/4- 5 1/4- 3 3/4- 3' DOUGLAS-FIR-SOUTH (G=0.46) 5 30.0 6' 6' 6' 6' 6' S. 40 6' 6" 6' S 1/4" 5 1 4- 4 1/4- SPRUCE PINE-FlR-SOUTH G=0.36 s s0.o 6' 6' 6" b' 6' S 1/4- BUILD -OUT MOUNT TO 2W WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE wreau SLAT SPAN RANGE 1-4'' > f-L' • > W-0 • > C-Y > 7-5 ' > 9-m' =—M = —WQ IW11• VJM• 1(WI =41 IWT• IMiR• ILMNI• WM• F =-. =_. E S 30.0 6' S. 6" 6' 6 6' 6' 6' 6' 6' 6' 6' SOUTHERN PINE @2 40 6' 6' 6' 6' 6' 6' fi' 6' 6' 6' S 1/4- 5 1/4- (G=0.55) 50 6" 6- 6" 6" 6- 6' 6' 6" 5 1/4" 5 1/4- 4' 4' 60 6' 6' 6" 6" 6' 6' S 3/4- 5 3/4" 4' 4' 3' 3. DOUGLAS-FIR-SOUTH s 30.0 6' 6' 6' 6' b' 6' 6' 6' '6' 6' 6' 6' (G=0.46) 40 fi" 6- fi' 6' fi' 6' S 1/2" 5 1/2" 5 1/2- 5 1/2- 4 1 2' 4 1/2- CE P97E-F61-SDU1H0.3 G =6 5 30.0 6- 6' 6' 6' 6' 6' 6- 6' 6' 6' S 1/4' S- * NOTE, MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. '�9 TABLE 1 MAX. ALLOWABLE STORM BAR SPAN (ft) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.), & A GIVEN STORM BAR SPACING (ft)'e MAVUUM oA.S.D.I STORM BAR SPACING (Fr) PRESSURE FINING e 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 1 V-0" 11'-0" 1 l'-O" I V-O" I V-O" I l'-O" I V-O" l l'-O" 11'-0" 1 l'-O" 35.0 1 l'-O" I V-O" 11'-O" I V-O" 11'-O" 11'-O" I l'-O" 11'-O" 11'-O" 11'-O" 40.0 11'-0" 11'-O" 11'-0" 11'-0" 1 l'-O" 11'-0" I V-O" 11'-0" I V-0" I l'-0" 45.0 11'-0" 1 l'-O" I l'-O" I l'-O" I V-0" I V-O" I l'-O" 11'-0• 11'-O" I V-O" 50.0 11'-0" 11'-O" I V-0" 11'-0. 11'-0" l l'-O" 11'-0" 11'-O" 11'-0" 11'-0" 55.0 11'-0" 11'-0" 11'-O' ll'-O" 11'-0" 11'-0" 11'-O" I1,_0" 11'-O" 11'-0° 60.0 11'-O" l l'-O" i l'-O" 11'-0" 11'-0" 11'-0.. 1 l'-O" l l'-O" I V-0" _ 65.0 1l'-O" 11'-O" I1'-O" 17'-O" 11'-0" ll'-O" 11'-O" 11'-0" 11'-0" 70.0 11'-D" ll'-0" Ii,_0" 11'-O" 11'-0" ll'-O" 11'-0" 11'-0" • 11'_On • _ 75.0 l l'-O" 11'-O" 11'-O" 11'-0" 11'-0" l l'-O" I V-O" I V-0" a 80.0 11'-0" 11'-O" Ill-O., II'-O" 11'-O" 11'-0" 11'-0" 10'-10" 85.0 1l'-O" I1,_0" 11'-O" 11'-O" IV-O" 11'-O" 11'-0" • - - - 90.0 I I'-O" 11'-0" 1 I'-O" I V-0" I l'-O" 11'-O" 95.0 11 •-0" 11'-O" I V-O" 11'-O" I l'-O" 11.-0., 100.0 11'-0" 11'-0" 11'-0" 1l'-O" I1'_O" 105.0 11'-0" 11'-0" I l'-O" 11'-O" i l'-O" - 110.0 1 t,_O" I I'-O" 11'-0" 11'-0" 10'-10" 115.0 11'-0" i i'-0'• 11'-O" 11'-0" 120.0 11'-0„ ll'-O" 11'-O" 11'-O"- 125.0 11'-O" W-0" 11'-0" 10'-10" 130.0 ll'-O" ll'-O" I1'-O" - - - _ - 135.0 11'-O" l l'-O" i l'-0" - - - - 140.0 11'-0" 11'-0" 11'-O" - - - 145.0 11'-0" 1l'-O" 10'-11' _ _ 150.0 11'-O" 11'-0" 155.0 11'-0" 1I'_0" 160.0 k THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. iHIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN i' p:'' "'•+9 _ FLORIM BUIUXNG COPE (Non High Velocity Buhl ne Za FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. { ex�� ntnrn m,c, ��o.aa�s�� - Nautilus RoR1n95AVNer *, IL ECOIs.. dn' ,",,.....,„ „..",„„ ""„".„. EXPERT SHUTTER SERVICES INC. 17-244 M. w rtcau Oc I .a�e> s,�t a vx STORM BAR SPACING "a" iE0 A(no 2' 2.667' 3` 3.5' 4 4.5' S 5.5' 6' &867 0.0 AB.C.D BCD BC.O ABCD 9C0 BCD A.B.CO R D CO BCD 045OL.00 A.BCO BCO eCU AB.CA A ACD B,CD AB AeCO BC CD CDO A BCD BCD C.O Bi0A %"0 CO BCD OCO BCD BCD BCD H AB o ABCp B BOB A BCO BCO AB.C.D BLD ABCD ABCD ABC ARCO C BA A&C.0 AB C.o BCD ABCD B C.0 AA.C.O A.B,C,0 ABIC Ae C A BCD AB C.D A CD B,CD kaxo ABC C.D AB.0 BC B C SILO BCD AB.C.D BCD ABCD li BC BC BC B 7A BCD BCD BCp BCDBC ABC ABC B A m BCD 8L0 CD BCD ABC CAMC, B A A A BCD AB.C.O ABCD BCO I ABC AAc I A A A BSA BCD DIODJA.B.CA BC.O BC ABC B A A A no BCD BCD BC BC ABCVA A A A i6A BCD AB.C.D A@C BC B A A A 10OL0 ABC,9 BC0 A9,C BC A A A A 105A ASC.O BCOABC B A A A A 11OL0 AB.C.D B DA.B.0 A AA A A 116A AB.C.O AB 0AB.0 A A A A A 1=0 C,D ARCAD A A A A 1T5.0 BCD HC A A A A A A Mo BCD HC A A A A A A In.0 A9.C.D BCA A A A AD ABCA A A A A.D BCAA A A A - 150.0 slap BCA A A A A155A aA ABA A A. A A16OL0 a0 ARA I A A A - - I ANCHORS TYPE LEGEND I A 3/8'm CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEOMENi* & 5' Min, THICK POURED CONCRETE (fp - 3000 psi) 6 3/8"0.1 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE We - 3000 pal) & 3/8"0-16 MACHINE SCREWS C 1/4'ex3/4' ALL POINTS SOUR -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (fe - 3000 psi) & 1/4"0-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"0 ITW/BUILDEX TAPC.ON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (Vc - 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CBUNG FINISH P.E. S STORM BAR SPACING "a" (FT) N�P22'2.66T 3' 4' 4.5' S' 5.5' 8'8.86YWA BCD ABCO BC.D ABCD ABCD AB.0 ABC A9.0 06.0 BCO BCO BCD 91C BC BC AB A BCD BCD BC BC BC A A A 4BA BCO BCD rk9,C ABC BC A A A A b" BCO B.CD A C A A A A 55.0 BCD ABC A A A A A A BOLD BC ABC A A A A A A 66A BC BC A A A A A A 7" AB.0 B A A A A A75.0 A.B.0 A A A A A 80.0 ,C S A A A A A 65.0 B A A A A A 20.0 B.0 A A A A A - - - - 05.O &BC A A A A i A _ 1 D0A BC A A A A 105.0 &a A A A A - - - - - 110.0 A A A A I1BA A A A A Ina A A A A 126.0 A A A- 1= A A A- 135A A A A 140A A A A 146A A A A- 160.0- 165.0 1600 I A I A I 0 MIT ., _ ..u. EXPERT BUILDING 17-244 4V.\MJ b SCHEOULE4a SCHEDULE2a FLOOR TO CEILING (TRAPPED) MOUNTING WALL MOUNTING MAX. SPAN U,ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (o.s.f.),& A MAX. MULLION MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & A MAX. MULLION SPACING (FT)' SPACING (ft)' MAXIMUM MULLION SPAN(FO MAXIMUM MULLION SPAN (ITT WN. ©4"XBNI/4' MULLION OS 49tB°X114-MULLION G4 4'AYil4'THICK(3VFLANGE)MULLION ©4'aB'XIW MULLION Gl 4-XB-XI/4'MULLION G 4'XnV4'THICK DPI tR1,21AN 5PN1l0 lvailo�i •FLAN GE) MUUION k416HI B++]J (rot CREMAnON /1 ORIEMA1i0N 02 ( CR AV 1I OREMARDN /1 ORNN]AINN it OREMAnON J2 ( ORI MA119N /I CRI 12 B ORI MAWN 41 OREMAnON /2 OREMATON 2 ENC IMpOOR END IMERg0. FND WIEROR END INIER'AR No FHO I INIFRIOR END I IMERIDR ENO R fND 1NIERCR ENO WaAIOR ENO IMFWOR 9-6' 7-3 1Z'-0' B'-{" 10'->' 8-0' 12'-8' 9'-B' ]-6' IY-e' ]00 20-0' J'-10' B-0' r-J' 9'-{ 10'-0 B'-9 12'-b' )'-8 1R-0' ]6.0 20'-0' r-4- 9'-3' Y-• III-5' 8'-6' 10'-0' ]'-Y fY-8' T-Il- 6'-tl' 12'-6' ]AO 20'-T 7'-4• F-Y 8'-Y a-5' 10'-0' T-r ID'-r V-11- W-8' 40.0 20'-T B'-10' V-10' e'-4' W-11• 8'-1' 9'-7- r-0' 12'-6' B'-S' 6-6' 12'-0' 40.0 20'-Y 6'-10' 11-10' S`-4- 1' Y-I- 9'-]'20'-0' 8'-B' 0'-0' 6`-6' 10'-6' T-e' e'-]' 8'-11' IY-6' T-It 8'-2' 12'-8' 46A '-0' 6'-6' 0'-8• 6'-6• )'-8' 9'-YV-11 V'-B' r-2' IY-6' 60A Z0'-0' V-2- 8'-2 8'-0' V-I ' T-4' V-11' '8'-)' 1Y-Y ]P 5'-1 ' 1 '-Y 610 20'-0' 6'-2' Y-6'-0' -{' B'-11' 8'-]' 11'-6' S'-11' 11'-0' 83.0 20'-0' d-ft )'-11' S'-9' 8'-0' 6-8" 5'-Y 6'-]' 12'- 8'-8' S-0' 9S'-6' 66A 20'-O• V-11' r-11' S'-9, ]'-0' TG*-10' 8'-T 4'-,0'IZ'-{' S'-]' 11'-8' 50.9 19'-S' S'-B' )'-9'S'-6'B'-8' 8'-4' 0'-B' 8'-Y tY-0' 6'-4" 9'-8' @'-6' SOA 19'-5' S'-9'r-9' V-6' 9'-10' '-8' 4'-r 12'-0' S'-E'1Y-r 60A IB'-{' S'-9 '/'-9 5'-4' 8'4' b'-4' 6'-{' 6'-2 Ii'-f0' 6'-4' V-6 /2'-6' SSA fY-4' 5'-9 r-9• Y-4' W-10' 8-5" P-8' 11'-f0')0.0 1]'-4' S'-0' J-0' S'-4' g-1' fi'-] B'-2'6'-2' 1'-9" B'-J'6'-B 1S'-6' >pA 1r-{' S'-' -8' S'-P 6'-10' B'-1' 4'-8' 11'-9' S-8 1Z'-6' )eA 16'-6' 3'-0' ]'->' 5'-4- 6'-0" e'-3'8'-6' 0'-2'1Y-]'''5'-6 12'-5' m IV-6- Y-9' T-]' S`-4' ' V-10' B'-Y 4'-8" II'-r `-6 fY-V 00A id'-9' S'-9' ]'-]' S'r-1' 6'-] ]'-10' 0'-r IY-Y 8'-D' d'-b IY-4' 00A W-9' S'-9' r-)' Y-4- Y-I0' '-Y C-B'II'-6' S'-e tY-P640 1Y-0- 5- ]'-0' S'-P r-9' 8'-Y ]'-9' 0'-2- IV-5' 6'-J'S'-6 12'-] 1Y-0' S'-9')'-Y 5'-1' ' B'-ID' B'-Z' -8' 11'-5' S'-6 12'-] 900 14'-S 5'-10, ]'-0' 5'-Y )"-9'V-{' )'-9' C-J' W-5" 6'-P5`-) Ir-3 900 W-2• V' W )'-]' 5'-S' ' 6'-11' 8`-J' 4'-IV f1'-5' V-] 12'-3 939 13-5- V-10' ]->• 1 5'-6- ]'-9 6-fi 7-9 5'-4' It'-S' 6-5 S-8 fY-J 95A IY-B' S'-10' ]-0 5'-6' 9'J' W-ii' 8'-3- C-11' 11'-Y 5'-8 121-0 100.0 12'-9' Y-]t' >'-]' Y-7- )'-B' 8'-8' )'-9' 8'-i' tl'-5' 6'-6' 5'-9 lY-0 I= 12'-9' S'-ti' )'-)' S'-)' 9'-J' ]'-0' 0'-2' S'-0' '-5' 5'-9 12'-3 IOSA f2'-2' S'-0' T-]' S'-]' ]'-0' 9-]' ]-9' 6'-8' It'-S' 4'-2' 5'-9 12'-3 M5.0 12'-2• 6'-0' )'-Y 5-7* 9'-0' r-P B'-Y 5'-1' it-5 5'-9 12'-3 1IM it'-T 8'-0' T-) K7' )'-9' B'-8' T-9' 6'-8' W-5" 618' V-10" 12' 3 It" W-]- C-0' T-Y 5'-11- 9'-0' T-1' B'-Y 5'-3- It'-5' S'-10- 11'-3 7'-9' W-)' It'-5' E'-9" 5'-I1' 12'-3 It" IP-1' V-1' )'-Y 5'-9 '-3- r-1' 8'-3' V-P II'-Y S'-11' I'-3 104 0- 8- 6'-t' 7-6' 51-9• Y-9' B'-10' T-9• 5'-]' it'-Y V-10" 6`-0' l2'-3 I= w-6'- 6'-t' r-6- 6-2- 9'-r ]'-J' 8'-2' S'-5• I1'-5' 6'-O" IT-3 126.0 0'-2' r-D' )-10' 6'-9' it'-5' 7'-0' 6-1• 1'-3 1=0 10'-2- 8'-2' ]'-Y 5-1 9'-J' T-4' 8'-3' 6'-9' 11'-Y F-1- 12'-3 5'-i6' 7-9' l'-0' ]'-9' 6'-9• n'-5' T-0' 8'-1" @-3 IJOA 9'-10' 6'-r )'-r 5'-10' 0'-S' T-4' a-Y 6'-9" n'-5' 6'-1' 12-0 i55A 9'-5' 6'-4- r-)" 3'-11- r-10- T-2- ]'-10' 8'-19' ii'-5' ]'-2' 6-Z' I2'- 1350 9'-5' 6'-4' V-]' S'-11- 9'-3' T-S B'-3' b'-ib' il'-0' 8'-2' 11'-0 110A 9'-Y 5-4' T-)' 6'-Y Y-10 1'-3' )'-10' 8'-IY t1'-S' )'-]" 8'-3' 12'-3 140.0 9'-1 8'-4' ]'-0' fi-0' 9'-3• ]'-6' 8'-]' V-it' W-5' T-3- 11'-3 1450 8'-10' 6'-d' >'-6' 6'-0' J'-9' T-4' ]-9' 6'-Ii' 11'-' >'-4' 6'-3' 11'-3 140.0 0'-10' 150A 8'-8' ' ]'-9' -5 >'-9' T-0' ❑'-5' )'-5' 6'-P 12'-5 1500 8'-8' 8'-8' 7- 7- 6'-1' 9'-]' ]'-)' 8'-2 r-0' It'-5' 6'-{' 12'-] 6'-6' � r-]' 6'-2' r-9' ]'-8' ]'-9' ]'-Y 11`-5' T-Y 6'-5- 1Y-3 1550 e'-O' 8'-8' )'-0' 6'-2' 9'-3- ]'-0' B'-2' !'-r It'-5' w-6' 12'-0 Y-)' 8-e 1'-3 1600 '-A' 6'-]' '-6' 6'-2' '-J' >'-9' 6'-' ]'-2' It'-5' 6'-8' 11'-3 • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. ND MULUON i I ' INTERIOR r"pLCER� "T ?A MULLION •,+"uC +..,•�.%i Its 35 --A, FLORIDA BUILDING CODE (Mon High Velocity B9Mwn6 2gn6) Nautilus "S" " 4 R0WA4S8vtrorSya[om ae/N MULLION SPACING: • ' EIF ]cmna a nam¢cmxo cOUPIt 1 u,e EXPERT SHUTTER SERVICES INC. w1E 1626 S.w, SLN9RE SIeER "'-• w NAL '' E146�N �4E ' w4tlEli A ittUt dr, PF. P,1:. $FAL/$1GNAIURvDAtE iIORRIA lb. / t116] YNLLT N YM 04-A-91/4-MULUON I ©4' SY1/4- MULLION SCHEDULEW (UMITEO LOAD MULLION SPACINGS SPAN INSTALtAT10N1 FLOOR TO CEILINO fTRAPPE01 MOUNTED MAX: SPAN Ifll FOR END 81NTERIOR MULUONS FOR A GIVENASD DESIGN PRESSUREf t1 AND FOR 1T4r fCABE P a WAI" in SII1 MAX MULLION SPACING cams ILLY oEs'ttl (N • MAXIMUM MULLION SPAN G 41t WW THICK MULLION GI 4',H.114' THICK MULL G3 TxrxiA' THICK IAULLION 1RORIW111 tdt riOplmi ( (0)t laamgl ll9fH1M9A kit H lit atA0Ad1 i (0)t ;9A6Am R k4 (0)t ENO INIENOR m IHIFRAR M IWt EN0 INIEAAR L2 -6V IV-6- 12'-6" 12'-b' f'-0• 72'-S' IV-6' W-fY 1r-r - 11'-0' 1Y-6' 11' 8, 11'-4- 12'-P - //'-O' 40A 4'-0' - 12'-0• b'-11- ip'-f l' 12'-0' EASEL IKW IY-p• '- tV' f0'-)• 12'-6' 66p f2'-0' t1'-B'p' 4'_10• t0'-]' 72 - tYW' WA 2'-0' 11'M' 9'-0• 8-11' @'=6' 11'-0' ]6A 0'-0" - 12'-6• 12'-6' 12'-6' 2•-6' - i1'-ff 40A '-9- I '-6• 46A 6'-0• - 1-6' 12•-6' iY-b- t2MC6 BOA 6-0• V 12'-6' 1r-6• 12'-f' 2'-8• 0 6' -0' 12'-6• t-B• 1P-0- 2'-2' H'-0- IK 60A 6' -0' 11'-1' 12 '-2• 12'-Y 608 W-4• t1'-•' +Y-9' ]OD W-a' 0'-0- 9'-0' 2'-0* Y-0• 9'-0• 9-0• - 9'-0' 9'-0• -0' 2'-0' p' 9'-W W 9'-0• V 2•-0' 2'-0• 9'-p' H'-0' 2'-0' 9'-0' y._p. 1119 e.-e. _ 9'_ . 9 _o. 9._0. ._o. (WEE 96A e'-0' )'-1' • D'-ff 9'-p •NOTE: USE S� IF ANCHOR CONSISTS OF HILT2, INC HUS4HSCREW OR POINERFASTENERS, WECGE-BOLTANCHOR SEE SCHEDULES 1 S 2ON SHEET 10A • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OFRRQQUfiT� ' 0 SSCC 2EOULE 2D' (LIMITED LOAD: MULLION SPACINGS SPAN INSTALlATiOM WALL MOUNTED MAX: SP FOR END B INTERIOR l IONS FORAGMN A.S.D. DESIGN PRESSURE RATING .9f. AND FOR t 11 Sa'-V IQ MAX. MULLION SPACING (fl)• 2691Nolpl rus YxY pm I a�ueo (wry sP2mn ('� • MAXIMUM MULLION SPAN (fU G 4'x6'xl/4'THICK MULLION GI 4'aSS11N'THICK INWON Qa TxrxIIr THICK MUWON QA'U kit l (0)t AmF w II fit AMI1 (Olt 11 f4t .roL (0)t ENO MiFAga M IMIER:pa Oi1FRlOR flA It11ERIGR .b.0 12'-0 f2'-p' 12 -B 12'-6' t2'-8• LI'- ' >!1d F2•-0' ��_ i2'-6' 12'-8' 11'-1Y 1]'-6" - 12'_C 1Y-B' 11'-B- ll'-•• tY-8' W-o- 11'-0' W) 4BA-0'. - t2'-S' 10-11' A•S f DOA. Ir-0• 12•-' 1P-4' t0•_Y 12'-b• - I'll SSA 1Y-0' i1'-B' 9'-10' 10'-S• f2'-6' it'-0• BOA +2'-0' 9'-4' YA B'-0' 0'-O• 9'.0' 9'-0" p'-0• 9'-p' 2,-0' 2'-0' 8'�0' e'-0' - 9'-0' 9'-0' 4'-O' 9'-0' 8'-A' 9'-0' 9'-0' =W B6A -0' 9'-0' 9'-0• g'-0• 9'-0' B'-0• 830 0'-0' J9'-0• 9'-0• 9'-0" '-0" 9'-0' 2'-9' 9'-0- 9'-0' OBA W-W 9'-p- 9'-0' 9'-6' 8'-0' 11= g'- • '-e' 9'-0• p'-0" .1. 0"17 Nautilus �T� RewngnaHer3)'afem EXPERT SHUTTER SERVICES INC. 1826 S.N. MI E SRER Gwx [m K 1A/2•/1] NR 17-244 vuNw w SNRT 2S TT4 SCHEDULE1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN 00 FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.L), & A 7'-O" MAX. MULLION SPACING (ft)' SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & AND 7'-O" MAX. MULLION SPACING FT A 6IM 0�69S 8AIx0 Y1uio>I 5➢kc"a (5) > MAXIMUM MULLION SPAN (i» �� LIA)MIKIII9l MAXIMUM MULLION SPAN" ©4b8'k1/4•MULLION G7 411S'S17M' MULLION �4Y7Y7/4' THICK PV FLANGE) MULUON ©4'Afnl/4'MULUON O7 411B'kt/4•MULLION G2 4YrxIWTHKK FLANGE) MULLO Bull OR:5N7AlgN i OMEMAAON ) ORRMATON 1 ORIFNIANON 2 OPIENfA71DN 1 M WA710N 01 OPoDRAINN i OPoPnANON 2 OWEMA710N 1 ORRN7AMN /3 OPoEN1AigN 3 ENO MIQ1bR IND INRI908 Do INIQdOR DIO 110VI4R 6M1 ENC 01IES6)R' D10 INTERIOR ENO IMERIOR END 1MFAIOR FN0 ONdpR FND RBEPIMI ]OA 1'-0 tT-e' %X-e' 12'-6' 11'-8' 2'-8' IT-6" X-6" 12'-6 ]'-6' 12-6 12-6' 7'-0' 12'-6' '-8' r-0' 1T-6• 13'-6' lr-6' IT-6" 12-6' 12-0' Ir-6' 26A J'-0" 1T-6• II'-6' IT-6• IT-fi' 12'a• IT-6' IT-6' 1T-5' 11•-6' +r-6' IT-$' 1.-0• IY-e' V-6' T-8• IT-6' +T-6• IT-V IT-6' +r-6• IQ'-6• IT-r 40D r-o' fY-r 12'-6' +2•-r +]'-6" IT-6' IT-6- IV-6- 12'-e' IT-8• Ira• Ir-e• I.-0• I '-e' IS'-0• IT-G' IT-6' IT-6• 12'-8• 120-6' +3'-0• IT-8• Ir-a. 410 7-0' IV-r 12' ' 12•-6' IT-6• IT-6- 1T'-8' IV-0• IV-5' IT -a, 12-8. W_r ]'-9• IV-6• 1z'-0' 12'-e• 12'-6' 12'a• IYa' Iz'-5' 12'-e' 00A 7•-a' IT-r 11'-r 12'-6' lz'-6' 1T-r IT-6' 1T-9' IT-6' ri•-6' IT -a. 1Y-8' 7'-0' r-8• 1'-r V-6' 12'-6' IT-$' 12'-6' IT-5' +r-6' IT-6' 12'-6' 6e0 7'-0' IV-6' IV-J' Ir-6' IT-6' +z'-6• Ira• 1T'-6' 12'-r Ir-8' Ir-4' 12'-6• I.-0• Ir-6' II.-Y 1]'-0• 12'- " IT-6' V-]' Ira' IT' 1T-9• Ir-6' WA r-0" IT-6' lo'-II, IV-6' IV-6- +2'-6• 11'-++' IT-8- IT-6' Ir-5' Ir-8• 12'-6' 1'-o' +3'-6' W-11' 13'-6' 12'-8' IT-e• II.-Il' Ir-e' IT-8' IT-6• IY-al W.0 r-0' +T-6• 10•-8' 12'-1• IT-6' 12'-6' II'-)" III-e• +T-8• IT-5' 12'-6' 1T-6' 7'-0' lt'-6' 10'-0' 12'-1' 12'-T IT-r ll'-7' Ir-6• IQ'-e' 12'-6' f2'-6' t0A T-D' 12'-Y IV-5' W-fi' IV-6- ITa' II'-Y tr-6• Ir-6• Ir-5. IT-5- 2'-0' r-0' I'-6• t0'-5' V-e' IT'-6' IT-6' ++'-]' tr-0' 12'-6' IT-6' 12'-8' teA 7'-0' r-+' t0'-T 10'-fl' 12'-r Iv-6" I"-0' it'-11' IT-e' IV-6' 12'-6' Ir-6' ]'-0' 'N' I0'-2' 10-11' IT-r IV-6' 1'-0'III-III +2'-6' 12'-8' 1T-6' 60.0 l0'-B' 1r-4' +2'-6' 10'-10' It-V IV-6' IT-8- f1'-11' IT-6' '-0" 11'-8• 9'-+1' 10'-6' lx' IT-8" 10•-10' 11'-5• Ir-6 11'-11' +Y-6' 610 -0' 1l'-0• 9'-0' 10'-T r-t• IV-8' 10'-0• 11'-0' +r-6• IT-6' 1I'-4' 1r-6' 7'-9• 11'-0• 9'-1. 10'-T T-1• Ir-6' IT-7- Il'-0' +r-6' IV,' 1T-6' 90A 7'-0' IW-7- V-r 9'-10' Il'-10' U'-5' 1w-Y 10•-8" 1r-6' IT-T• IM-lo, I2'-6' 7'-0• +0'-T r-Y 9'-ID• 11'-10' #'-e' 10'-0' l0'-6' +2'-6• 1M-10' lr-0' 050 r-0" 10'-T T-5' 9'-6" 1+'-7' 11•-11• IV-T IM-4• 12'-6' 11'-9' 10'-5' IV-6- V-0• 1M-T B•-5• 9'-e' 11'-1• ++'-11" 10'-2' 10'-4' IT-e' IT-5' 12'-0• Imo r-T 9'-ir T-3' 9'a• I+'-5• 11'-6' 10'-0• 10'-1• +r-6' 11'-5' IT-1' 12'-0' r-0• 9'-10• 9'-3' 0'-Y 11'-5' 11'-r 10'-0' lo'-I. 12'-6' • Ir-6' 1050 1.-0' B'-6• 9'-I' B'-1' 1+'a' 1V-]' 9'-l0' T-Ir IT-6' II. -I. 9'-6' IT-e" ]'-0• 9'-6• 9•-I" B'-r W-r• 11•-T 8'-10' 9'-+0' IT-6'• IY-8• If" r-0• 9'-J' 6'-11' 8'-10' It'-" 10'-10' 9'-9' 9'-7• 13'-6• IO'-9' H'-5' IV-6- 7'-0' 9•-1- Y-II• 8'-10• 11'-t• 10'-10' 9•-9' 9'-r +T-8'' 12'-r flu 7'-0• 9'-o' 51-10' 8'-7• 10'-tl' 10'-7' 9'-0" 0'-5' Ir-6' 10'a 9'-1• 12•-0' '-B' 8'-IO' - IM-f • f0'-r V-Y 0'-6' 1T-r• 12'-6• I20.0 r-0• 8'-9' 8'-6' 8'-5' 10'-9' +0-Y 9'-5• 9'-3' 12'-B' f0'-T' 6'-f0' tY-8' +]0A T-0' B'-B' -8'-8' 6'-5 IM-9' 10'-r 9'-1. 9'-3' 12'-6'• Ir-6' f]5A T-0' 8'-6' e'-T 0'-2' 10'-Y 1M-0' 9'-4' B'-1' Ir-6' 9'-11' 8'-0' 12'-B' T-0' S'-8• 6•-7' 0'-T I0'4• 10'-T 9'-4' 0'-t• IV-6'' 12'-6' 100A r-B• 8'-4" e'-1. e'-0' f0'-6• 9'-9' 9'-]' +3'-6' T-0' g-4' e'-5' e'-0' 10'-6' B'-B' '-2' 8'-fY 1]'-0'' pr-6, Ir-6' 135.0 7'-T V-r e'-4' 7'-9' IM-r B'-7' B'-1" B'-9' 12'-6' 9'-6' S'-T tY-6' T-V 8'-2' 8'-4' 7'-9' 10'-4• V-7' 9'-1' 8'-9' IT-6- 12'-6' 140A r-D' B'-0' 0'-r' r-r IV -to p'-4' 9'-0' 8'-]' IY-6' 9•-4' 8'-0' it-b' )'-1. 8'-0' 6'-]' T-Y f0'-J" 8'-4' 9'-0" 5'-Y 12'-6' 11'-6' 145D T-0' 7'-+0' 9'-T r-5" 9'-9' 9•-2• 8'-10' 6'-8' 12'-T 9•-2• r-10' I2'-r 7'-0• T-10• 8•-T r-5' f0'-1• V-T 8'-10' 6'-6' Ir-a'' IT-6- 15LL0 r-0• r-8' B'-1' T-4' 9'-5' T-0' 6'-9• 5'-4' 12'-6' 6'-11' Y-p' 11'-6• '-0' 7'-6• 8'-1' -4• fM-0• 9.:F B'-8' 8'-4' 1]'-6' lr-8• 1550 r-0' 7'-C 8'-00 -T 9'-r 6'-l0' B'-B' 6'-]' f2'-S' 8'-9' l'-6' I2'-8' 1550 'a' 7'-8' 0'-0" T-1' 9'-10• 6'-Ir 0'-6' 8•-Y IT-5' lr•+600 )'-0' '-4' '-11' Y- B'-f0' 0'-e' 6'-0' B'-1' - 8'-8' ]-5 1'-6' 60A - T-' r-11• T-0' 9•-9' 8'-6' 8'-7. 0'-I• I'-T +Y-e' UWON MULLION SPACING: "S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT AS.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E. C ]017 DLRSO M BUIMNG CODE (Non HI9A Velocity Hunicnne 2.ove) "'"a Nautilus HoWngnuttur5)5(em w/r/17 WR SHUTTER SERVICES INC. wa s<. 6x 17-244 M 3-9N Am s7..wE, rl 3.964 �� Nr M"'O at >o->m> , ns t7fA mf-mw a, >nR, m¢f x arx