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HomeMy WebLinkAboutSETUP-INSTALLATION GUIDE1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PDOUCT EVALUATION DOCUMENT ((P.EO. HAS BEEN VEFFIED MR COMPLIANCE IN ACCORDANCE wall ME 2017 (Gth EONION) OF ME FIJI DA =IING MOE ANAUTILUS RWUNO RROWMD WUDESSHUTIER SYSTEM SHALL HOT BE INSTALLED AT HIGH VELOCRY HURRICANE ZONES (MMW-DADE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTOR 1609 OF ME ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY ME JURISOICTION WHERE MESS SHUTTERS WILL BE INSTALLED FOR A UREMONALM£ACTOR KO.D.BS.USMG ASCE 7-10 FOR INSTALLATIONS MOM 2017 FBC AND SHALL NOT EXCEED ME MAXIMUM (AS.O.) DESIGN PRESSURE RATDNCS RNOGAfFD ON SHEERS 15 MAU 18 4, TO MNV 26. IN ORDER 70 VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WINO LOW DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN VINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE MESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 k 20 THRU 26. 7. IN A 33X IINNCREASEE IINFYALLOWASUE STRESS FOR ANCHORS D LROADS WAS HZ USED IN TAS HEEIR ANLLYSM FASTS RE ED WERE NOT OVER �L. SPACINGS TO WOOD NAVE BEEN DETERMINED IN ACCORDANCE WISH N.U.S. 2015, IMUTILUS ROLLING SHUTTER SYSTEM'S ADECUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF ME ABOVE MENTIONED CODE AS AMERICAN TEST LAD OF SOUTH MSTAILLAATINNSREPORT WIND0ZONES 1, 2. 33 AS PON At 4, MISSILE ME o HAND ONLY APPUC HLZ To BASIC PROTTEECTITION INSTALLATIONS AS DEFINED BY SECTORS 8.2.1.1, (I AND 8.3 OF ASM E 1096 SEE SHEETS 19 9 20 FOR AODT00NZ UMNATIOYS. 3, ALL ALUMINUM EXTRUSIONS SHALL BE 6083-76 ALLY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4. ALL SCREWS TEXCEPT END RETENTION SCREW_QC 1 TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 WI YIELD STRENGTTH AND 90 PSI TER ItE'STRENatH+ 01R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018, ALL S.OS. ME EEK SCREWS MANUFACTURED BY OW BUILDEX h SHAI. COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ARM A-307, GALVANIZED OR AND 304 OR 316 SERIES STAINLESS STEEL WR)1 36 NM MINIMUM YIELD STRENGTH. B. NAUTILUS ROLLING SHUTTER SYSTEM GEMS U.S. PATENTS 06,091 AND 17.4O9,91i 7. ANCHORS TO WALL FOR@SIDE RAIL SHALL BE AS FOLLOWS: W TO EXISTING POURED CONCRETE: MIN. 300 P,.;. COMPRESSIVE STRENGTH. -5/16'9 TMCON XL ANCHORS AS MANUFACTURED BY NW RUNLET%, INC. -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILT). INC. At) MINIMUM EMBEDMENT IMO POURED CONCRETE SHAL/L BE: ���� HOi/EMBEDMENT IWO TSTTUCCO XSHALNL. BERCONS �ER0 AS PARi80F ME REO MED EMBEDMENT. Y.2) MIMMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BEr 4' FOR 5/16.0 TAPCON XL ANCHORS @ 5' FOR 3/8.0 XMK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON $ C CKIµE� WALL OR RWR, AUTHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE FORM (8) TO EXISTING GRWT ENVIED CELL CONCRETE BLOCK WAS: ASTI C-90 -5/16" TAPOON XL MLHORS, AS MANUFACTURED BY ITW BUILEX, INC. 9.1) MINIMUM EMBEDMENT OF 5/16.0 TAPWN XL ANCHORS WO ME GROUT FILLED CELL CONCRETE BLOCK NONEMBEEDMEN T �NtO STUCCO SNAIL HE CONSIDERED AS PAR OF ME REQUIRED EMBEDMENT. III MINIMUM EDGE DISTANCE (ETD.) OF 5/16.0 DIMON A ANCHOR IMO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4'. EWE DISTANCE IS BEYOND ANY FINISH MATERIAL SCANNED BY St. Lucie County B. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER, 9. ANCHORS REQUIRED DR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8'Oxl ItI CAUL -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4'0x3/4 SOLID -SET MANUFACTURED BY ALL POINT, INC. -3/8.0 KIRK BOLT TZ MANUFACTURED BY HILTI, MC. -5/1CO TAPCON MANUFACTURED BY IM BLIBDEX, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT MOVE MENTIONED SHEET. EDGE DISTANCE AND EMSEDWRITS ARE BEYONO ANY FINISH MATERIAL EMBEDMENT GOUT FILLED OR ANCHOR SPACING 0 tWK EDGE DISTANCE 0 1COR CONCRETE CONCRETE BLACK 3/8'0A1 1/4' CALX-IN 3 3/4' 4 1/2' 1 1/4' (3000 PM) NOT AILOMID 1/4'0A3/4' SOUD-SET 3' 8 7/1 (3000 PSI) NOT ALLOWED 3/6-0 MR BOLT T2 9' 4' 2 1/2' (SON PSI) NOT ALLOWED 5/16.0 TAMON XL 3 3/4' 3 1/8' 2 I/4' (2699 P57 NOT ALLOWED 10. AN�MORSRREQUI2EDI MR iMURWONN CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. -MIK'DOLT R EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. -NUS-H SUM ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLA ANCHOR MANUFACTURED BY POWER FASTENERS, INC. MINIMUM EDGE 04STANCE AND SPACING MR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DWANCE AID EMBEOMO S ME BEYOND ANY FINISH MATERW.. EMBEDMENT 0 1WK CROW FILLED OR ANCHOR SPACING 0 ion EDGE DISTANCE 0 10DX CONCRETE CONCRETE BLOCK 3/4.0 KIM BOLT TZ 2T 9' 4 3/4' (3000 PSI) NOT ALLOWED 1/2'0 KMK BOLT T2 22 1/I' J 1/Y 3 1/4' (30W P51) NOT ALLOWED 3/B'0 HIM BOLT TZ 8' l 3f8' 2' (3000 PSI) NOT ALLOWED 3/8-0 HUS-H SCREW 4' 5 2' (WIND PSI) NOT ALLOWED 3/" WEDGE -BOLT 4 1/2' 4 1/2' 2 1/2' (3000 PSI) NOT ALLOWED 00 PS HOT ALLOWED S/ O M8-H W OR WOE: 80.T 7 1/2' 7 I/2' 2 1/2' (J0000 PSI) NOT ALLOWED 11. ME INSTALIATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT PSI ME BUILDING TO PREVENT WEND/RUN INTRUSION, CAULK AND SEAL PRODUCT IRA= ALL MOUND FULL LENGTH. 12. N SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERY ME SOUNDNESS OF ME SEMI WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO. CONCRETE, CONCRETE BLOCK OR WOOD FRAME BLNLDINGS 13. THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMS IS APPLIED 70. 14, UFDNG MECHANISM HOT PART OF THIS APPROVAL. 15. (a) THIS P.E.D. PREPARED BY THIS ENGINEER 15 GENERIC AND WES NOT PROVIDE INFORMATIW MR A SITE SPECIFIC PROJECT; i.e. WHERE THE SIDE CONDITIONS DEVOTE FROM ME P.ED. (a) CONTRACTOR FOR ME DINCLUDING CSAFETY OF HN WIS PEROJDED HE/SMDOESS DEWTEMOM ME CONDITIONS OETAON TNISOOCUMENT. CONSTRUCTION SAFET AT SITE IS WE WNIPADII RESPWSISLAY. B.3) E MUND ON iMNE DISCASIE ONO W'Nl OR FLOOR. LOOOk ANCHORS 0 5 SHALL BE LONG BRICK To REACH MERMAN STRUCTURE BEHIND RB. SUCH PANELS. (C) TOUMERNNGG WOOD FRAAG BUILDING;SPRUCE PINE -FIR -SOUTH (0-0.38). WUOLAS-FIR-SOUM (C-0.46) OR -5/I61 TAPWN XL ANCHORS, AS MANUFACTURED BY ITN BVILDEK, INC. III) MINIMUM EMBEDMENT OF TMCON XL ANCHORS. INTO ME WOOD FRAME UNIT SHALL BE 2 1/4' PHYSICAL THREADED PMEIPADON. NO EMKOMENT IWO FINISH MATERM SHALL BE CONSIDERED AS PART OF ME REWIRED EMBROMEM. C.2) MINIMUM ED Fl DISSIANMCAiER�) OF TMCON ANCHORS, IMO WOOD SHALL BE 2 1/4'. EWE DISTANCE IS C.3)EHE EXISTING WAPITI. OR PRECAST MNCCHHM MAACASI LL BEOR LONGENOUPANELS, H O RECH ME EER MAN STRUCTUVERS BE RE BEHIND SUCH PANELS. (c) THIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (0) SITE RECT WI WILIL ECOME ME ENGINEER OF RECORD (E EGA) MRPROUETME PROJECT AND WHO M BE S SHALL. BE PREPARED BY A ORRESPON RIDA ESPONSIBLE MR DIO PROPER SEERED ENGINEER OR NOF ME P.E.D. ENGINEER OF RECORD. ACTED AS A DELEGATED ENGINEER ED THE P.ED. ENGINEER, SHALL SUBMIT M THIS LATTER ME SITE SPECIFIC DRAWINGS DR REVIEW. IS) THIS RECORD T. SHAU.P� TEE DATE AND MOM SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF ' )ABEL SFOLL BE LOCATED CH A RMD1Y VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF 0 FAQEL SHALL BE PLACED FOR EVERY OPENING. LASEUNO M COMPLY WITH SECTOR 1709.9.2 OF THE FLORM 8VI7XN0 LOCE WSIA ONLY BE USED TO ME�y J E S7AE.OF FLORIDA FLORIDA BUILDING CODE (Nan BR9h VetoaRiwne Z Y Rmrve) IN, 44167 £ 0"' PLKa WG Nautilus M �Me /N/IT mart * �t-'. Rollin ShMHer tam 9 .9i6 IL E G � iMG. nutT TXSnna W XNGNXFmna wYPANf vG CMmO, l.,M ��wrzMNWII-,W.ra,U»It1 EXPERT SHUTTER SERVICES INC. T626 S.H. BI.TM9RE STREET ��1%{� QT1i •`•'C \\ ,W, 17-244 t\ S ( 6t:01711<wh mw.0-0 RS.m t9 WRI�W. 1Y! 111. PORT Sf, LKS. R SHIRR rica: xHv-aeA. ns.:.Fmt 6aA>rwv Iw SXLT.I t mSe AlU .�.� a,a•r I DETWA >i !• Pf1N' R, IM• FIAb• yy(.M9t1• btl1V• IPLIYS Nw •pAri i P2NC Dw'J DEM C. Ay]. of °J• m,• �. �• 3 I I ma .. m. J A SLATS •L3°' .9,•— =.ror �. MP3 .b A�1 STA 7 uunrrvvw JnuumxwAuor EvaE]n.r iy.3fAAtlMM! pESNL B EwE:la •r �D SIDE RAIL* 9asnuumwaiauor NMNEAC M TD utow M A "ANA. a.ow °lUJdIY°E BElwiII] EEAEw KM ANb CAM w AT NON HOF E 3. © BASE SLAT &laTEN11N!NWAllaY vxr vr.r vs• b ]%' @ a� O BUILD -OUT TUBE omsn uuvuaauwr swe: vr. r Of TRAPPED ANGLE © 4XBMULLION G7 4z8 MULLION lasnuurceuvulor e°9 'xwmu• LL y fi°Jlasuwuwxuwr awElc•r uA]E:aa•,uuE:u.r COMPONENTS U ET BUILD-OUTTUSE mcumuwleaexular nnae,v.r Ip61EM19�1�11E1rJ9i9Nf ¢iFn .a!• J © BUILDOUTTUBE mnsleuwNuxlAum SGtE,P.I- .om .nc i +eeswun�maVeu � OPTION W2fw+wAgk�n Ixr �' ' w aao• ACETAL BUSHING "' NJEwamaxEHAl9m He DQST`tAptrA 1fliYE]TGAYS Aftl Tfh9E6aE9ATYE1R0.tl9W RPARJI6SGAYS®Yd monocc�wuxmum� ©RETAINING SYSTEM: SCREW i BUSHING 6U E.0 E3 BUILDOUTTUBE fioasmuuwxwAuor acueam. r © iWO414-MMUILDEXTEKSCREW cacawlslyAt EvtE lm.r h S �, .) IWIVOITWIBUILDEXTAPCON ILANCHOR WIWlISR4 'SVlE; v1'•r OK STORM BAR @ 3WO HILTL INC. KWIK BOLT 3 ANCHOR rm,.Teu�ulor VA WBMEl EVl 'W-V s M'W.r ROMA BUILDING CODE (Non Wgh Velocity Hurricane Zane; `E°" MMO ` Nautilus R°➢IngZDaNeySyeWm myxr/v L EC C IMe. EXPERT SHUTTER SERVICES INC. 1au7—4 nna A in NEEaNc canAxr 1E2E sw. ExmaxE S o-maa®'4-0llaW. a6r°.)e1a.,4.LWCvm]bn -�v� PapT n 5.tiJ4IN n ,-allo 22 .Owm9 a2s4 b >M•RJ T a!M I&MR I L ftwW tLLfifi . wrvw, . u s u m 1 SIDEIEND CAP f 19 'v 2 HOUSING (BACK & TOP).040 THICK 3 HOUSING (FRONT & BOTTOM) .040 THICK • Q 4 SPRING BRACKET 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION rr' 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT .ti 10 ALUMINUM SLATS 1.10 �0 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 15 HOUSING (BACK & TOP) FASTENERS e 16 SIDE RAIL (MAIN SECTION FASTENERS 17 HOUSING (FRONT & O• 18 END RETENTION ASSEMBLLY)FRSTENERS „O 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR ZAMAC CASING '-=�- 23 UNIVERSAL WITH DRIVE SHAFT O' 24 60MM OCTAGONAL IDLER END 0 25 IDLER BRACKET WITH SWING BOX & END CAfl-&SSEMBLY COMPONENTS ' . EM..,.... a FLORM MU NG CODE (Non Hive Vel itr 9umwne zozT j No.44167 't °]e17 rRICLO N` Nautilus w1.KBh. (l1I *YI ��� RoRlvg ShvMvrSyslem grjrt 9 s• .` u rt rtfivxv a cxclxccnmc coxrrtn EXPERT 26 MftR SERVICES INC. "d;R.,,.•.+�'`v d ..,,.,.x �...t.....�x,..,�.. tcxe xx. acn.oxe sxaa t7-2aa iwfAri.,vo. ru:Ix6NT-,v, PamST. WdE. R N9e. �p-A pt r .roew 9 . w x S//!Q LI4, ptt/�Sa-R06719 P46'. 7M-WSO. M1.4 ATi-OWO `J eRf OO lk { ale}E 511E[i W SO & Y/7 CAP NE (TyP. So. ENO) & Y/7 W... SUIT SPAR SCHEDULES W SHEETS 15 3 TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTA 1 ATION GIVEN A SHUTTER HEIGHT * CASE 1: SHURER HEIGHT EWAL OR LESS TIV+N H--O' APFU1 MME TO tNSTA TIONS W/O STORM SAFE, W/ STORM BARS OR W/ STORM BARS & UUWCNS W/ HEIGHTS UP TO 11'-0'. TEE, (u) CURNET AY BOMA START W/ JI EACH SLAT 0 SUM ST MLL AWNTOP. E5T OF MIN. FIVE 0 BY �5) SLATS OF INAT SILM ALL NUMBER. DROCEOURE FOR ADONG SLATS DOWNWARD OELOW 1 SUT $HALL BE CONTINUED UNTIL TOTAL SHURER FOGN 5 COMPLETED. OUAMTTFY OF FINAL SIAT NUMBER tNSTN LEO BEFORE BOTTOM SLXT(JAAY VARY WRH sti=v 'S HFGW. (D) BOTTOM SIATQMUST SE ALWAYS INSTALLEO. ** CASE 0: SHUTTER HEIGHT URGER THMI %1'-0APPLICABLE TO INSTA TIDNS W/O STORM BARS MO W/ OR W/O MUWONS W/ HOWE URGER THAN IV-0'. (o) CURTAIN SNA1 START W/ /1 SLATS AT TOP. FOLLOWED BY ]2, p. ,_. THEREAFTER. AL THE WAY OOWN. EACH SLAT I $HµL CONSIST OF MIN. FINE IS) SUIS OF TAT SEAT NUMBER. PROCEWR£ FOR ADDMO SEATS DOWNWARD BELOW #1 SLAT SHALL BE CONNUED UNBL AIO SLAT IS MSTA,M.. AFTER S10 SLAT 5 INSTXLLDE ADDRIONAL f10 SUITS MUST BE USED TO OOMPLUE THE TOTAL SHUTTER HEIGHT. (B) BOTTOM B T BQMUST DE FLAYS NSTALLED. STE (SE TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE; SEE SHEETS 2 & 3FOR COMPONENTS NOMENCLATURE. WE& gyp, g416T I. aGmtT mrzw lxc, Nautilus IL ECOEND. Rd71nq.ShMffor3"&MIR T,'Mn T�9L. eT" CAA �s Act m wmn Eco mMRANr EXPERT SHUTTER SERVICES INC. xKvn u2H6n vM 18R6 SW. bLTWPE SIREEf P,E. P END) wan ac pl/faJ1Y Tun: 17-244 MA>nM no END CAP- b o@ F W z g W.. ULUJON SPACPIS IS2 S[HIMEME —.-i Du sHEETS 24, 25 A 2BT G Or G(� Or DW-1/10 OR W-2/11 OR W-3/12 0R W-4/13 BOX f f I II II II ij jt II It 11 II II t3 II 11 fi ii it I i i SI Sf A. SI 51 5 s s B I Q B I t II ij II I 1 R 8 or R'/8 R B i it II s S s Rr or R / or or R / f Ile VV SLAT SPAN I f. /100RW 2/1J ORI /12 OR W 4/13Max. �Wl Dx. SLAT SPAN LAT SPAN _ L tact SHEET 15) >„x 1SHEETS 15�@ 10) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION w MULLION STORM BARS NOTE: SEE SREETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION OWN A SHUTTER HEIGHT: CASE 1 BARH SHUTTERW/ S ORN BAR, OR W/WORM BARS A MU=NSBWJTHEIGHTS UP TO Io INSTAI.�IIORS WJ O STORM (e) CURTAIN SfW1 START WJ gt SIFTS AT TOP. rOLt4'WEO BY 02. ES, ... THEREAFTER ALL THE WAY WYRl. MIT SLAT B SNAIL CONSIST OF rNL (5) SLATS OF THAT MAT UMBER. PROCEDURE FOR AODtNG SLITS DO'AIMARD BELOW PI SLAT SHA, BE CONTINUE UM TOTA SHUTTER HEIGHT IS COMPLETED. OUANNIY OF RNA SLAT NUMBER INSTAL ED BEFORE BOTTOM SVT@ NAY VARY muTt SHUTTER'S HEIGHT. (b) BOTTOIA SIFT©MUST BE ALWAYS INSTALLED, R� C6Z 2: SHUFTER HEIGHT LARGER ,AN I l'-0' A,PUOAR,S TO INSTAL ATICN WJO STOW BAR AND WJ MULLIONS WJ HEIGHTS URCER THAN 1P-O'. (o) CURTAIN SHALL MM W/ #1 SLATS AT TOP, FOLLOWED BY 02. B3. - THEREAFTER All THE WAY DOWN. EACH 5'AT } SHALL CON!RST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEWRE FOR AOOM SLATS DOWNWARp BELOW i11 SLAT SHAD. BE COMmvE UNTIL 110 SLIT IS INSTALLED_ AFTER 010 SLAT K INSTMLEO, AOIANONA $10 STATS MUST BE USED TO COMPLETE THE TOT& SHUTTER HEIGHT. (b) BOTTOM SIATOMUST BE AVIAYS INSTAU-M. END CAP — ITS ATS 4TS An utl z ATS JIA �Lii An �6 z 0/B 7 x�n��u� 3y 21�8 C 0.8 3m (TYP. v (TYP• Ea. END) � R-/8 AM D i AM MAX. STOW m 5PACINC --- nB (SEE SHEET 22) (TYP•) W-1/10 OR W-2/11 OR ©or 0 or @K-3/12 OR W-4/13 Mai STOF31 BDR_-ItN>2 LLv. NUURki! SPACING (SEE sCIB11U1E 0Y SHEE('32) (SEE �,25 sxEEls 24.24, 25 & 26) @or® V/9 SLATS 15 SLITS 6 SLATS SLITS I® W-1/10 oR W-2/11 OR I W-3 12 OR W-4 13 3 . D V/9 Max. SLAT SPAN Mo.. SLAT SPAN I Max. SLAT SPAtI (SEE SCHESHEET DULES ON (SEE SCHEDULES 'N (SEE SCHEDUUS ON HEET TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION Y{/ MULLION & W/ STORM BARS NOTE: SEE SHEEE4 2 Bc 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 02012 UUl Ma EXPERT SHUTTER. MIT S.W. ISM END) rFAPo Of LG "n e nrz 17-244 M. ! . 5 PTA 5/I6.0 TAPCONS XL W/ POURED r-5/1C0 TAPCONS It. W/ 2 1/4• uin. ININI/6. OR 212'1/8' t/f'OW/4' Rw HUII 2 1/4' EM9EOMENT CONCRE EMBEDMENT k 1'O.p.04 0' m% ALUMINUM iUHE W/ i' O.D..0.060' k IO.O.v0.060' CALM. / REO'0 y SIEE/t wA6HEIX O 24' o.c 5/16'0 TAPOCNS %l W / WASHER O 2e o<. SFEft WASHER O 24' 0.0. +' / / / 2. 1/4' Mtn. EMBEDMENT O 2f' P. O a _ FIGURED CONCRETE POURED,CONCRflE CONCCOR GROUT Pi 1ED }} OR OROUT FILLED WALL RECLICLOCNED. ' I CONCRETE 2LOCK WALL REQUIRED. WALL REGUIRED. D i C j i MOE OF M OPEN M M OPENIx E%ISRNGI O WWII cuss (� D) GUSs n (BEYOND) (BEYGNO) d C is E' SEE ANCHOR SEE ANCHOR %w / ' i0 SCHEDULES ON SCHEDULES ON C ID SHEETS 16. 17 / SHEETS 16, i] SCHEOUlESR9N C �' O.1H / i e to A �o sHEErs 16. 17 tt A g A & to Min. SEPARATION Mtn. SEPARATION Mm. SEPARANON TQ TxAss g ro cuss TO CLASS i EXIDGOR {SEE SCNEOL) FXIDGQR 3 (SEC 6ENEDULES, II IXfEt80R qhJ (SEE sEET isEs. O4 SNFET IS) 3 ON 94EET IS) O gLn ON SHEET 15)El C i /i 1: ©OR� C 4, %8 _ / 0/8 0/8 y 4/8 �8 t p 0/8 0 L1 1/2-A 1/2bO062'.CONT. ALUM. 5/tb'e }APCONS %L W/ —E ANOLE1Y/ 5/16.0 TAP=KS M. Al 2 1/4• Min. EM6EOM 2 1/4 _Mn, EMBEDMENT O N o.c. O 24- O.C. 71 WALL MOUNTING SCALE: 3/16' a 1' 2 I/16- / MIN. EM t 2'a4'p.982'xCONT. \� POURED CONCRETE 5/16.0 TAPCONS In. W/ ; ALUM. ANGLE (Pc=3 hi Min.) REWO.. 2 1/4• FAiP, EMSEUMENT IPPED MOUNTING O 24o.a Ifr� BUILDAt1T MOUNTING 1 •., ✓ •. iLOR1pA BUILDING CODE (Non 610 Yclodly 6urriwne iwe) 02017"'"°m Nautilus * • 44167 ': 7eDUEMrsF Ml e.s,. em wuHnr IL OINC. ECDw 'a L• r ;c� aE0 TErum > ENGINEEronb ".PUI0 'EXPERT SHUTTER SERVICES INC. 9 N gy „* m... ,PP..u.w..w.C.�.„n Ism sw, ecnwRE slREn 0 't„• •n•�' E% N-T ImanI.Im.r ornm'-',N PORT ST. MxIE n-x98. t7-244 LAIC ®Iuo ...0 c rMAwI PII) u+-ru . ru en-Am0 auwOm rw wXTW A ttttuLLrtQ Y.P.E. •.... •...••••• )p /DATE nbma4 L4. / u162 �n sxEa s aw AI it % SNp G 14' FEW, E WX. tsa M. 20)G) 5 EE o G OR RISIER vx 1RUSSES OR OR jimr�•ro- /Rr.e•'a] 6MOEX Y:K, 1/T: OR VDam \ y W smuwrox to cuss (sB� rn SEE A4CNGA9 p,. HHEGUt[ L3E1 Gv ExECt 2, 0/8 5/I6'e llACpx$ Yl w � in• me, P Tyl MNG .000 CK on )wAM S48 WALLMOUNTING WALL MCURMNG 8 IL"UI TMOUNTING SECTIONS Y-Y —T4 EDGE GPMm ER•IF)DOf1 � OV55 OR (R) O .1- OR 3`O M C G,SsB m GVSs 1 µpGG 5 Q WOOD W) W.1[.4REOv,Ri (SEE SHEET � 4 G/H SCHHEDUa to ON SMEEi n \_a/+e4 nrCCFS m XE RUP,n p4u:« Rpt O Rf ye. MMO w D ECK OR :ONOREIE 51/9 IM 8U11DDI k/ 0' CJIVAVIID A OOi'u yy�gq Dam 7 .% SEPIPATW e m pKK B3 pa� a �j 'MYL 0.tl91 —•;- vv+ruF •'yZ *; aa167 `� * *� o p,]TAEppw IL ECC iNC. uwr rcn�«a a r pwr4m«a w.PAm amR «r. . P. w sex w t n v:u sw..{mtnr.�>N: n:: laa.T�-,v: 40WNy.cem PI.ONDA BUILUING CODE (Non MgK Velo 4 Hurricane AN FolUnyShGNerSyarom ZOOO) G wrt,] R iMi ,',r • 1+, EE s/OflAI �11(iE4 EXPERT SHUTTER SERVICES INC. t4R4 s.«. ML7PRORE MRM FORT V, WCK.R O+Eei moa: ( l Tw- c , ru. mt en o 17-244 u srw w sxm ] wTK P.E. 5 5)� EfDATE.. 17 @ 1l � OP 2/B' Sw F7 cH MO NT (WAIL) 104'a / (SEE SCKmm 0 / 9105 17 0 19) 04•. A 1/e• sw TRAPPED MOUNT SECTION 0—Q (PLAN) SECTION Q—Q (PLAN) SE ORIENTATION 1,i ORIENTATION #2 OF WALL MOUNT END ULUON WALL MOUNT END MULLION WALL ,t (2) 2'v4' OR 2"xs' STUD Entib (2) 2'x4' OR t i I (SEE SHEET 20) (Q 2'>s" STUDS (SEE SHEET 20) m , (SEE SCHEDULE MIN. 1(2_ + INTERIOR MLFLUON TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 scut,/t . ,. 0/3 BT LVl % o FLUSH MOUNT (WALL) BUILD —OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS .. yr.r a SECTION P—P (PLAN) BUILD —OUT MOUNT Su , a/,e• - r SECTION 0'-0CLAN) ORIENTATION #1 WALL MOUNT END MULLION WALL MOUNT END t Nautilus LC AeAiny52otrorSysxxm re{x./n EXPERT SHUTTER SERVICES INC. 1620 Sx. SaWK STREET 17-244 PoM S2. LUC£, R N90E �� � r,ue: 2.u-s.x, r.x T21 m,-mvo :,na a orx 1/2- Min. E.O. S� 1/2' Alin. E.D FOORR 3/8'a CAlI(-IN ANCHORS 3 Min. EO� �S' M'n E D /.'a SUtd MT T ANCHORS ' LCn. E0. i----4' M'n. ED—ti--klR SJ80 RWIS&4t R WRNS w`l N:MOAS 1/8' Nin EO L-3 1/8' AA, Eb.--FOR 5/16b TAPGON A ANCHORS SJtfi'e TAPCON5 %L W/ EDGE OF SLAB EDGE OF S� 2 1/A- Min. EMBEDMENT P APPLICABLE •i E Ir� AOPIICABIE k t-DO."LOS". STEEL WASHER a 24' a.c. r e MR, POURED CONCRET I' 2- A O FIGURED CONCRETE (PC-1 Ke) 5' min. f (Pc=3 Kh7 5' min. TRI SECURED t 6/i6.0 iAPC0N5 ML THICK RE RE W BEOME/I4t $n: L i 1*0.L�WAS�HER OY'STEE 1 I I 21em, 71 2' O A I( n ' t' Min. FOR BOX � I YANG ENE I 0 r R n 2' Mlrt. FOR n I I }SEE STEPSON SHEET iA FOR SPEGN. .. ORDAZONE I TREATMENT rOR VAND Z0.R6 1 iHRU 3 I' Min. FOR n W'I WINO ZONE-�" I Pnw a '-31 n j I EXID(IOR i11 NO. R SEPARATION 70 D 1 so OIASs A og 2• titin. FOR y I D p (SEE SDHEDDtES aRI WTND ZONE--Y SBA o' I' n SHEETS 10 & 1 6) f S a i ? r i DfIEAIOR SEPALS To - it (SEE SCHEDULES ON A r'X �1,_J (SHEETS TS & 18) 3/8'0 CALK -IN ANCHORS OR 1/4.0 SOL10 SET ANCHORS OR 1 3/8•0 )(anK BRT R E%PANMON ARDKIFS OR (A) ANCHORS, PER 15/16.5 TAPCON XL ANDHCRS t- 3- 1' STORM BAR CONNECTION, SEE TABLE 2 ON SHEET 23 t• {TVµ TOP At BOTTOM) t' K ExtmwR 2' 2-❑ ALUMINUM ANGLE (606S-T6 ALLOY) ALVMNUN ANGLE EA 510E WJ 2' O O (2) f/6 o-14K3/A RWJUILOE% TEK SCREWS -TO STORM BAR 5' (TyP. TOP $ BOTTOM) SECTION S - S Y YIf�OnS YaK Fwr EMmrnev an0 AM]MR DETAIL .NDmA * 1/Y 0-20 OR 31W 0-16 MACHINE SCREWS USED JOINTLY W/ i/A-3 . 31a- SCUD -SET OR 3/8'0 . 1 I/A' C -N ANCHORS RESPECTIVELY SMALL BE LEFT TOGETHER A/ ANCHORS a THE TIME STORM BAPS ARE REMOVED. (SEE DEL. A). (2) ANCHORS, PER STORM BAR CONNECTION, SEE TABLE 3 ON SHEET 23 �(T%P. TOP & BOTTOM) (2) 3/B-0 CALK-N ANCHORS OR (2) I/40 SOLD -SET ANCHORS OR (2) 3/6'0 K BOLT R E%PkSNN ANCHORS OR 1- (2) 5/16'0 VICON XL ARCHERS I• K DOERWR z' 2'4"XII MY-5' (6063-76 ALLOT) 2• A ALUMINUM ANGLE EA SIDE W/ SCRE 5-TOI/STORM•BAR It ft tR�� FUR P ( I (lYP. 10P/B50ClUii I i (hP. TOPJEDDW) 5• (TYP. TOP & BORON) n n ® 9 4 SECTION St - S1 S S S (ITR 1DP/BDBGu� ItTn. tce/60Rau} v' POURED CONCRETE - /MIN. EO E.D._ i i/2'at i5/16-0 ALUM. l {fea3 k0i 5' min. 47 TAFC0.4T. / ARCLEW/ Sfi6'0 TAPCON5 %L W/ 5/16-e UPCDxS %L WJ 'i THICK EtE�UiRED 2 f/A' Nin. EMBEDMENT G 24' o.c. z 1/� 6rN. EMBEDNFAEr• •- • .. ,�f 0 2C � � Mum GDNCRc TI,-3 mD i EDGE a SLAB WALL ! MOU ' .. ^C..I �vMTFs ''•.`�9 FLORIDA BUILDING CODE (Non Wyh VeIORRy H.M.. 2RIe) RETO "VX1/2' 6 A�KI&LE 1J2' IAin. E.G.FOR 3/8.0 CALK-14 ANCHORS Min,E.O. L-3' Min. E.D. Min. E.O.�II—FOR 1/4.0 SOVO-m ANCHORS 44167 02017 TOTDO RO. T} Y * NautilusL'I MIIL E.O. Li/e' a• Min. E.D..—I—FOR 316.O MAIX BOLT R CKPAN5Pk1 N:DIMS +/s• Min. E.D, ; r.L ANCHORS "�,� 1=:-; = IL E C O Fne. R0H/n9300kerShbm p/u/1T d� Mi, E.D 3'--G-3 FOR 5/16-0 TAPCON p ,...;..� eM COUVAMY EXPERT SHUTTER SERVICES INC. BAR n `� iYUf 1yEepllNG k NC[PoNO - A " 11 u.i•,:( +h• '. mn'ISI]H„-Ifl ]Nu i� S/ ' "••"�^ 6\ -iron: VH.0.0— 1PoM S626 T L11CIE R 34IN 17-244 NARac N> R TO CEILING! TRAPPED AND. WALL MOUNTING :STORM 1T NAL EIN Ill „N>.ama ....: 1 aT1. SECTIONS V WALTNmA TIttttT"Y. W. P.E. IM/SM• TUflEMATE OOAO+Mc. F wl6f ®" oe,r+n U. 0 Ra6 Y.Atff 3J16' i Min. E Min. EDGE OF SUB IF CABtE POURED CONCRETE u t (f'c - 3 Am Min.) 8' Min. THICK REO'0. j �I i p LIBRNG�^ GLASS y G o„ t. Min. 1. e z� r. ( N N� Y P W 0/8 or — o R/8 or' R'/8 s ' ar �v r n X1 e (re. TUTISSNivI c EDGE Qf SUB u APaucaBlE Min. E.D. - OR (i) 3/4-0 RWIR BOLT TZ EXPANSION MCHO S 6 END AND INTERIOR MUWONS ©& ® ORIENT MN B1) AND END MUWONSG & Gl (ORIENTATION 82) FOR (2) 3/4-0 "IN BOLT TZ WANSION 1' wh EA. i ANCHORS 6 INTERIOR MULLION 0 (ORENTATION @2). EDGE OF SUB 4FAPR�3 T.ET.E XTEMDR YK3i1/2'.O'-4' (6061-T6 ALLOW) Mum. ANGLE EA. SIDE VI/ (2) 3/4.0 U BOLTS TO MULLION (1) 3/4'a W4 BOL "TZ EXPANSIO ANCHOR W/ 6' Mm. EMBEDMENT TO POURED CONCRETE.(Typ. TOP & BOTTOM) SECTION X1-X1 W/ Q * OG OR G1 _(END & INTERIOR MULLION) (t9/ 0RiENTA'N # i) (6"X4`} 313-A1/2's0'-e 4• 2•� T6.ALWT) A... ANW/ DGET60R Mum. GLE E0. SIDE (2) 3/44 O TH$U BOLTS -�- 3' ® TO MUWON LCrp & (1) 3/4.0 1 BOLT TZ 11 1Ci1 Q/Q Of EXPANSION ANCHOR WI6• Min. EMBEDMENT TO R/8 Or POURED CONCRETE (Typ. TOP & BOTTOM) R'/8 e• SEI MOR y SECTION XI -XI W/ r POURED coucRETE p'e s %sl Mint {END &INTERIOR MULLION} THICK RED'0 (W1 ORIENTATION N 11 i EDGE OF S� (S"X4") IF NWUCFBI.E ' Min. E.O. FOR (2) 3/4.0 KWIK BOLT 72 EXPANSION ANCkORS 6 INTERIOR MULLION (ORIENTATION 02). ��y ir' , Min. E.D. OR (1) 3/4.0 KWIK BOLT TZ EXPANSION ANCHORS 6 END AND INTERIOR MMUONS 0 % 'P ORIE A{ORETION NTA `% _ ft END MUL 0 (ORIENTATION * FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS Q OR O D SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION Sw; I/e - 1• 1 1/2' t 1/2' 3' G i061-T6 ALLOY) um. MOLE EA SIDE W/ �) 3/4b T U BOLTS 3 MUWON(6 &pr6—r 11/Y j 3/4.0 KWIK BOLT TZ(PARSION ANCHOR1 In' /.6' Nun. EMBEDMENT POURED CONCRETE yp. TOP & BOTTOM) ALTERNATIVE SECTION XI -XI W/ Q* IOR LL' W ORI N (4'X6j Mum. MOLE EA SIDE W/ 2) 3/4- THRM BOLTS TO MUWON & (1) 3/4'p KWIK BOLT TZ E%P SIGN ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) DOERICR (END MULLION ONLY) .(INTERIOR MULLION ONLY) ALTERNATIVES SECTION X1-X1 W/ CGS (W/ ORIENTATION H 2) --1 (4'X6") BOX NOT SHOWN FOR G N17 11,>, NC. C0 Nautilus ROTNegt&MNe's"iinm EXPERT SHUTTER SERVICES INC. IQI S.W. SILINCRE SUNNI IRAni Rn LC 17-244 WAtl ne SN6T 10 MA M.H. ED. (SEE SCHEDULE EDGE OF T81� Min. ED. �SW ! SCHEDULE 11)-1 .EDGE L M IF ARDD.BIE 3' � � � E'IXIREO CONI p SE " 3 SEE SCHEOEE L e � ExS GL,%SiNcf clAss i1 Min. c oa c1 a a i a I Q 8 Or " I. 1 Q 8 0r R/S or l 1 R/8 or R'/8 R'/8 SIDE W/ (2 THRU MIT! TO MULLION EXIEAIDR y SEE MNMW©(DOBRCR) &l:Gt)BM & U+I M)TWFEO UMNIM Mfi q V43 CPJERED BY SCHEDULE TV FOR WSDllAM I CASES 1. 1. & R ON REST 5. (URGED LOAD. MULLION SPAM AND SPAN INSTNIANN): W9MN10T Off 1 - RESRI AN COMMERCIAL APP AHONS NM 2611.8 pad. IFUGUUM X&M DEW PRESSURE RATNG. IY-0• MXHUM MULLION SPACUS. SEE SEH AES 11 & 12 FOR ADDITIONAL SPECS (60B1-T6 ALLOT)__EXIEtdOR Al... ANGLE EA. SIDE ) 1/2• (]' 1 8 vsku KA am III- REsSiDawL ATD CONMER011 APPUG➢DN W/ ts" pal. W/ (2) 1/2"t THNU MNIMd ASD. GERRIT PPFSS)RE RATING, 6'-W 8 ITS M MUWONUGS 1 1/2' NOWUU MLIJOH; SPAONG. 6• SIR SCHEDMES 11 & 12 FOR ADIBRCNN SPECS ALTERNATIVE SECTION X1-X1 W1 n# laM au as D - COOMERCML APRCAIRM MR lIOGD p." WXANJ Asa. 1 I/2' DESIGN PRESSURE RATING, 8'-W MAXIM MULLION (4"x6' INTERIOR MULLION ONLY W/ ORIENTATION 2) SAONS SEE SCROXIO III& 12 FOR AMMONA. 1 1/2SECS. 2) SEE SCNEKE S 2•.. 2, RAE 12) # 61-76 ALLOY) ALTERNATIVE SECTION X1-X1 W/ m. ANGLE EA SIDE n .. a r.• # 1 I(e& INTERIOR MULLION ONLY W/ ORIENTAL lopmNW) 370'.1/4AO-6• —! IBM, 6 NEOYj Phm. 3. ANCLE EILSIDE W/ (2j-'`� 1/2.0 THE BOLTS TD MUWON JI E or ws G I IT APPNCASIE .. .(I, E.D. J T Min. ED. T APPUCASIE(—(SEE SCHEDULE 1T) (SEE SCHEDULE 11H (4) ANCHORS /POURED CONCRETE (SEE SCHEDULE 11) If, - J ksi Mi,), ` 7 SEE SCHEDULE 1). 1 I/2•� C—^F-3•--I I ALTERNATIVE SECTIONXI-X1 W FLOORTO CEILING / TRAPPED MOUNTING: MULLIONS (7 OR llsii SECTIONS IAAT (4"xB" INTERIOR AND END MULLION pNLY,, Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS qe • SIDE RAIL AND BOX NOT S[ SHOWN FOR CLARITY pE.1 SCHEDULE /1 R3ON THICKNESS S ANCHOR TTM & Sm (TXP. TOP & BGRCID a3TNl6L FOR f ROOT. EYSEDYENT ANCHOR ]/B'O HILR INC NUS-H SCREW & 318'. PoKER FAST m M@& ® (MIEPoIXI) MWLd15 TTTW 2 1/2*5 In• WWZ/LKO,ER-M �2R 1 f• 1/2•P lath MC NUS-H SCR & 1/2•0 POWER FANNER KOGE- BOLT ANCHOR FOR a (ENG & unum R) MMMIXI J• 6• W/ CRENTAMON /1. 1/2'P Am INC &W.K BOLT TZ Owy MR©& 0 BREMpi uMLp. w/ CRRRAnCH 12) & ® (END MOWN w/ 2 1/Y B I/2• ATICN )I} 4 MLR ITC MI5-N SCFOR& 1 p POWER FASTDiW HEDGE- OR'IMEXIOR -�CN)ECLTIXaQITAnONS Ot y 6' OR 1SEND t/2Y Him'c K&IX BOLT TZ ONLY MR 6 & D� INEFROR uULWNS MMAnQN /2) & ®(EN uW]bN W/ ] 1/A• r 1/2• CI ENTATw/ 11). D 8• I/2Y ML9 WC MUS-N SCRM OR 1/2•0 PJ.YER FA5fD1ER MiOCE- 80.t ANCHOR SEE " NmE IXN SCNCfIVL�IB' QN F,' wIFAIOR YVWUNSCDJ& 3• B• ND / oa2tfl lAnIX�.'s qO/Z SCHEDULE i2 INSTTAW� OM jjhCNN 59 ANCXDR TYP[ & 4S (M1P. MP & BOTIOM) M� BE' p51N{Q RED'6 NCR AIIIDtli 4 L & D f• WHOLD INC NMS-H SCREW'& S/BY POWER FA END1 2 1/2' ) In- -BOLT ANCHOR FLORIDA BUILDINGS CODE (NPn HIGH YOIxRy RurttwrK Sae) O201?num � Nautilus RD/URg52vNWrSplem L° mryf/n LINECOm.. d,< EXPERT SHUTTER SERVICES INC. In+p & mpmcwxR RRxv.nr P, c"Af.v<.w aS i1+a S,W, PoLI40FE 17-244 MH11-Isa.ln: lmin:-:v� t MtaOOeN.am FOR 3.9" FORT Sr. 14C1E. R. ]f98f rxo.K: ttw) Tw-xe , ru: m n�-aaP pPAwam W" 8 pWBZIP 9IRT IdOfM wLRR iLa3W Ik. 1 u167 6 CONTINUOUS POURED-� I CONCRETE re - 3 16 t; \ 8" Min. THICK ;MD. t P ] 3/4- IAin. ©OR G1 QJS or o d G R/8 or E S v R'/8 r— � z0 A f' IrNin 3A oaSONG cuss IN CONNNUOUS POURED; CONCRETE (rc - 7 10 Idn) 8" Mim THICK REO'D. N x1/6" Cant. A BOTroM) W/ Ij4%x3/4' BW RUI :0D W/ I" O.O.HrOSO' WASHER 0 24'AP EDGE IF APPLICABLE} ,r.__—._— 4. EDGE IF APPLICABLE 7 3/4' 2' —1 — 7 3/4' MIn. E.O. T PO URED CONCRETE-_`\ I II 1 e e 3 ksi Min. POUREO CONCRETE S- Min. THICK REO'D, Dau� (('a = 3 kGI Min.) — s' EXIQ8011 8" Min. THICK REDID. I FR �� G OR G7 2•[G OR© 2' 7 ]/a' Nin. E.Yr7 3/4' Min. E. . (061-76r-4'xd'eS//6B {6061-16 AAOI'j (606f-T6 ALL01) /Yum. P}1GlE E0. BIDE. EDGE IF APPLICABIE7 Num. ANCLE FA SIDE. EDGE IF aPPUCABIE✓ D (AWALL MOUNTED LSO INSTALLED N. SHOWMAY BED SECTION X2-X2 W! n OR CGS• ALTERNATIVE SECTION X2-X2 W/ GO OR CGS• PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR ON) MULU_(END & INTERIOR MUI,-LION) (4Yf ORIETATION 0 1) (4Y{ ORIENTATION 8 21 1/2"xi I/2"x0.062"xCONT. ALUM, (6"x4" or 8"x4") tIAN' LEE W/ 1/4'0a3/4' ITW BUILDEX --LlFX SCREWS IS 24' c.c. TO TUBE. 1/2' I W SIOE RAIL Q NOT SHOWN FOR CLARITY IN/mum 1 I�/2•--�i—\., 1 1/2• m?.T /Dm" �p 7 3/4 ! ti EO EO I 4'.4'x3/8'x0'-10"(6061-T6 ALLOY) Num. ANGLE ti*` NIA. E.b. EA SIDE W/ (2) 3/4'A THRU BOLTS TO MULLION 8: (2) 31eO KWIK BOLT T2 E%PANSION ANCHOR ;r ;•' , 4 W/ 6" Min. EMBEDMENT TO POURED CONCRETE �' WALL. (TYP. TOP h BOTTOM). r NO. EDGE IF APPLICABLE , WALL MOUNTING, MULLIONS n OR M .O POURED CONCRETE WALL p� SECTION W-2 tr �• ni •... END &INTERIOR WALL MOUNTED MULLION INSTALLATION "'A' 03017 $ 0 14. Nautilus ROVIng STMHor5Tafom G WWII L EC.Q IMn, ms EXPERT SHUTTER SERVICES INC. Isw S.W. ennwu SnRO POW ST LUpE, F. 3498a np1: (p9>) lx9.p'A:A . f/x:' A)1-M50 "IN n KP@NLEYING COMPANY. vA wa.. rnmrr n vue ;ma(sri.Ian.r.:IW+pn-,v: Cn--R96]19r�� MLIIT A Lkkj J•. P.4 FlM�OA . 4t67 17-244 MA AO R SMLT „ M]6 IF E 3 FI 7 1/2- CONCRETE IF. n 3 kv An) Min. E.O. 6. Min. THICKNESS z REO'D` �N t or g R/B or u R'/8 $�' u 1 i``\ 7777 Min. E.0 MIN. E.Q. 3 1/4bx3/4' ITW SUM T"K SCREW$. Coral. Wj I. OD.x0.060' 4V.VAVRED STEEL ROM) IY/ WASHER O 24' os. 2 1/4" EDGE IF APPLICABLE n.c. _ 7 1/2• Min, E.D. T, POURED CONCRETE (re - 3 ksT Min.) 6' Min. THICKNESS REO'l1. 7 1/2- Min. LC"- 4 7 � EDGE IF MPUCABLL- SIOE. 01 ALTERNATIVE SECTION X242 W/ n OR Q (INTERIOR MULLION) (WI ORIENTATION 4 21 w/o or (4"4" or 4°x8°) R/8 or R'/8 (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET &) T I/2"xi 1/2"4.062"xCONT. ALUM. —ANGLE W/ 1/4"Wc3/4" ITW BU1LDEx TEK SCREWS 0 24' a.c, TO TUBE. ( 1 -@OR G) DM3WR (rm. ral..,) 1 1 I/t' i I/4• I `_P /wff%) IBW NUS POURED . 4'xt11/4'a0'-6'(6061-T6 ALLOY) NNm. ANGLE lAIN'/i.0. CQCGNCPEIE (Ft = 3T&"-- .EO- EO- EA SIDE W/ (2) 1/2-e THRU BOLTS TO MULLION MM1) 6' M,n. THICK & (2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR AEO'D, W/ 3 1/4' Min. EMBEDMENT TO POURED CONCRETE WALL.(TYP. TOP & BOTTOM). EDGE IF MPMCPBLE 2' WALL MOUNTING: MULLIONS l7 OR IQ POURED CONCRETE ALL SECTION W-2 0END 6 INTERIOR WALL MOUNTED MULLION INSTALLATION * _ APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS' SCU: 1/87 = 1- MOE IF APPLICABLE — "I --_ 7 1/2" Mtn. E.D. POURED CON (f'c 3 ksi 6- Min. THIC REO'D. 7 1/2' Min. PD. I ECCE IF APPLICABLE ALLOY) ALTERNATIVE SECTION X2-X2 W/ (Gl* (END &INTERIOR MULLIONS) jW/ OBIENTATION B it (8"x4j )SEE MAXIMUM ©(INTERIOR) & G(�7 (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES 1' & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE V - 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 V - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0° MAXIMUM MULLION SPACING. VALID FOR CONNECTION YO CONCRETE W/ HILTI INC Kl'/IK BOLT TZ ANCHORS. RAIL QD NOT SHOWN FOR CLARITY 44167 `- - I p0j1141FC FLORIDA Nautilus =. Rowngnuffers"fem WI Ont UTTER SERVICES INC. SM. DUNNE Snort 17-244 i. LUCL FL 34934....... ORrNY..M Wn. Dfd OF SUB Min. E.D. V Min. E.O.--- r r l �NRUCI9LE 1111 1�I/tjr/ // CCRETEkG N4 . (HICK S.D.p rNinRED p p p i P P EXIS CUSSp p Min. pN n I GZ on p EIDMOR P u .u, Q,�B T o 1 XY 11 X3 P. wP/eo1 11 M W/00TAM) s JREO CONCRETE = 3 W Min.) Nin.. TMCK REWD, aEXPANSION TZ E ANStON JON /xrrrrrrrrrr�yr ,X✓rrlrrrrrrr EDGE of sun t y� IEocE OF sue EF APPLUNBLEI 'P WPU AS E fAin. E.O. Min. E.D.--I--FNgLa2fi53041NTEtUOR MUL40N�SON ^. (ORIEWATiON 12). Nln. E.O. Min. E.O.--)--EOR fi) 3/4.0 KWIK BOLT EXPANSION ANT RS C ENO MULLION (ORIENTATIONS Ii k 92). FLOOR TO CEILING I TRAPPED MOUNTING: MULLION G7 SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' SCALE 1/8- - V P�E CONCRETE BOTTOM) B SECTION X3-X3 W/ (END MULLION ONLY) (W/ ORIENTATION H I} (7"X4") 'x3'ai/2'a0'-T (6061-T6 ALLO'Q �YX3'xi/240-T (6061-76 ALLOY) m. ANGLE EA 510E W/ /2) 3/4'0 Alum. ANGLE EA. SIDE W/ j2) 3/4'0 iRU DOLTS TO MULLION h THRU SOLIS TO MULLION ? h ') 3/4.0 MIR BOLT TZ E PANS10N (/N) 31A 0 KWIK BOLT R EXPANSION NCHOR W/ 6' Min. EMBEDMENT TO / 6' Min. EMBEDMENT TO DURED CONCRETE (Typ.. TOP 6 POURED CONCRETE (Typ. TOP t< OTTOM) BOTTOM) (END MULLION ONYi (INTERIOR MULLION .ONLY) ALTERNATIVE SECTIONS X3-X3 W/ G? IN ,(WI ORIENTATION 9 2) (4"X7") ' SIDERAILQD AND BOX NOT SHOWN FOR �6ENSF •..9 :. SI - FLORIDA BUILDING CODE (Non HIOp Velocity Hurticpne tow) 0.44101ii oxn mrzco vK. Nautilus �" ron n IL ECG INC. i G9iiN0 Q NOIH[ERmp <9.rPfr1Y EXPERT SHUTTER SERVICES INC. SERVICES o.,< .'� a1 2\ 1 c.1V 1t am n.. 1a: m. a.. in+m� apio4. n uw Mry r r lxnitN-raft 1426 s.x, gxTuoxE s1nEEr MR, Sf. LLICfc. /L. NM 17-244 tw I 4l� iL /ONAi. JITT 1 .-b '.afl.la WkceOad.eam IB-popayln ^oz cwot +.+-ercE.rm tm>mr-ww m ao�on NAiUfl� E/aATEaE %MIFRA1 ,..PL Gc tTai °m �n Cum 12Vb r 1� W, E.O. Min. E.O. SCHEDULE Bit— i SEESCHEDULE. n ey rt POURE n fl I ll'e � E%STINC�;, CLASS r, k• ii 1" F ' nan 0 5r 7 u Si n c P— 0,/8 n S� z B r a'� P to on i0 3(RRtGN) a r l ALTERNATIVE SECTION X3-X3 W/ CG- (W1 ORIENTATION A 2) (2'x7" INTERIOR MULLION ONLY) ED CONCRETE • Skf Mw), SCHEDULE #L • SIOE RAIL QO AND BOX NOT SHOWN FOR CLARITY. )SEE MAXIMUM OQ (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 16' FOR INSTALLATION CASES I, (a & It ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): ONSIALIATION GSE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE Q1 FOR ADDITIONAL SPECS. INSTALLATION CASE In - RESIDENTIAL AND COMMERCIAL APPLICATION W/ 360.8 p.%f. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTAUA80N CASE It - COMMERCIAL APPLICATION FOR t100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8*-G' MAXIMUM MULLION SPACING. SEE SCHEDULE 01 INSTALLATION IN. SLAB THICKNESS TYPE R 512E MIN. ANCHOR MIN. EDGE DISTANCE FOR CASES REO'0 (TYP. T TYPTOP & BOTTOM) .EMBEDMENT ANCHOR 3/8.0 HILT) INC NUS—H I 4- SCREW, 3/8.0 POWER FASTENER 2 1/2' 5 1/2- WEDGE— BOLT ANCHOR 4- /2- INC KWIK 2 1/2- 5 1/2- THILTI BOLTR G• 1/2.0 INC KWIK D 1/4- 7 1/2' aOLT RHILTI EGG£ OF SLAB +/ lY^�1 1� (EDGE or SU9 6 NWUCABIEI IIF APPLM48lE lMin. E.D. Min, E.D. "(SEE SCHEDULE 11 —(SEE SCHEDULE 01) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G3 ,�An• A .TI(�' SECTION W-3 M,..••"' '• ., T FLORIDA WILDING CODE (Nan nqn Ycl«nY n moms zap) ✓g •. 1 + 02017 rnTEm ar • ND.44167 Nautilus INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * *' ' R0111ngyAM1(0rsyerom DUD./I, IL EC01��. a< •o+. .EXPERT SHUTTER SERVICES INC. ,9 .� - � t TaLM TLmxc a wc�Hae�.R c0•v,u,v APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS_ - o c !' +' x� „^ .�:.w: N , ;a'u ,62a sm, ImmoRE S a 17-244 -- „ JC• •.. Dfl + PORT S. 1.um tt 319" ml.c.w Ift v w SLUE 1/w _ 1• [8-'62,6 3 1L, Ml A RU . PC m,wry ,n N Ile. / SMRl I2AM16 D EWE IF APPLINMILE 2'xMULUON OEPTHx1/8' Cont. —ALUM. TUBE (TOP k BOTTOM) WJ 1/4'0Z/4' DV! BUIW€X TEK SMOM �Bj16•c TAPCONS XL wJ 2 1/4' w/ I" O.Da0A60' CPLMANlzm STEEL 7 3/4' ur.i v6n \ Min. EMBEDMENT 0 24" o.e. WASHER D 24' o.c. EDGE IF APPUCABLE� -- /� . I I / 7 3/4' Ulm ER. S i / ]' CONTINUOUS POURED CONCRETE (rc - 3 W Mn) ,p• I { 8" Min. THICK REO'D. NN I POURED CONCRETE (f'c ® 3 ksi Min.) — _ 8" Min, THICK REO'D. END CAP rMin, 2p ? A I D Y BE ALL MOUNTED SHOWN,MOUNTED ALSO �' y1 Exlsnnc ^G m^SS i INSTALLED TRAPPED PER SECTION 0'—W ON SHEET 8.) EXTERIOR z a C:�B 11 'V \ z� I Min. ED 1/2'xl 1/2"x0.062"xCONT. ALUM. LANGLE 7 3/4' . 'F W/ 1/4"mx3/4' ITW BULLDEX MIN .0. ,\ TEK SCREWS 0 24" o.c. TO TUBE. 1 � 1 yr A I 7ti CONTICRN0005 POURED \ I i0. CONCRETE (ftCK = Via) W 3 ks 8• THICK RE\ { Y (M. 24/d6Rd1) r 1/2' 4 1 1/2' (Iri. i�J87ffW) MIN. E.O. \ 4'x4'x3/B'x0'—FO•(6081—T6 ALLOY) Alum. ANGLE EO EO EX SIDE W/ (2) 3/4'0 THRU WLTS TO MULLION \ \ �\ q• & (z3/4"0 KwIK SOLT 1Z EXPANSION ANCHOR W/ S)'/M�win. EMBEDMENT TO POURED CONCRETE EDGE IF APPUCABLE WALL. (TR. TOP 6 BOTTOM). WALL MOUNTING -MULLION xi2 POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: I/9' - i' 7 3/4' Min. E.O. Vn4 x3/8" (6061—ALLOY) m. ANGLE Eh SIDE. �T EDGE IF PPPUI LEJ SECTION X4-X4 W/ z? + (END & INTERIOR MULLION) (WI ORIENTATION 0 2 (4'K7") + SIOE RAIL.* NOT SHOWN FOR CLARITY FLORIDA EDGE IF 3 Mina E.D. 1 W pCONDNOCS POURED �4 • i CONCRETE (fc - 7 Its Mn) 1" 8' Mn. T O(NESS - 5z RE0'0. s 0 �o It o ri a ExImNG 1 GIA55 "R a �W s u o vM'i �W K 0'/8 4 XL W/ 2 ® 24' 6,c. Em- 1/4,00/4' IFN DUILDEM TEK SCREKS W/ 1' O.o.vo.060' GALvmm DIEM. WASHEN Y 24' ex. (WALL MOUNTED SHOWN, MAY -D BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION O'-0' ON SHEET 8) DMRIOR V 0'/8 1 1/2'xi 1/2"xO.062"xCONT. ALUM. ANGLE W/ 1/4'0x3/4' ITW BUILDEX TEK SCREWS 0 24' 0.c. TO TUBE. (M. TDOWN) 3 i/i' `.� (fYP. iQP/BOiKW) I 4 . E.D.`(2) 2. W NEM DOLT T IXPMSIONWRED ORE NCHOR 1AtN. E.,D\ W 2' MIn. EMBEDMENT TO PWRED CONCRETE WAIL (1YP. TOP & BOTTOM}. EDGE W APPUCMBLE CONRNUOUS POURED CONCRETE (Fc - 3 IW Mn) 8' Min. THICKNESS REDID. WALL MOUNTING: MULLION �3 POURED CONCRETE WALL SECTION W< Q INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTAI SCALE: 1/8' a V P.E EDGE IF k-PUCABLEi A 3/8' OONIINUOUS POURED CONCRETE (fc • 3 W W Mn. THICKNESS RETD. 7ROR 4 3/8- EDGE IF APPUCADLEZ SECTION X4-X4 W! 0 ' (INTERIOR MULLION) tW/ ORIENTATION k 2) (2`x7') Q SEE MAXIMUM ® (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 26' FOR INSTALLATION CASES I' & TI' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSINIATON CASE I' - RESIDENTIAL AND COMMERCIAL APPUCATONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0"MAXIMUM MULLION SPACING. MAUD FOR CONNECTION TO j CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSIAIIATON CISE Ir - COMMERCIAL APPLICATION FOR ±100.0'', p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. IE RAIL QD NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE CO,T ttOkG Nary ' 0 Ci�l C. RoBUtgr '..�� n,......,,.,..,.,.,�.�o,.,,...,o.w. EXPERT SHUTTER cxnwl Br: L4 M/xa/o au¢ 17-244 Sx6i I3aM46 SSJP 1 OBTAIN JOB SITES A.S.O. DESIGN PRESSURE RATING (P.S.L) FOR THE OPENINGAND DESIRED SLAT SPAN "L° If) TO PROTECT IT (SEE GENERAL NOTE #2, SHEET 1). STEP 2: ENTER TO CHARTS (In, Ib & lb') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN Ur SLAT SUP On), ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN PRESSURE RATING (P.s.L); THE REQUIRED MAX SLAT SPAN 'L"ft. 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. FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Lw ' THIS M THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH GIVEN IQ- SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TOGLASS IS PROVIDED ON CHART In: TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). (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 SUITS IF STORM BARS ARE USED SHALL BE BASED ON CHART le, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.SA DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23, WFI H A.S.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. role] "Tl»I-1►MAZ44I_11111x11 PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATIONTOGLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL SESASEDONCHART In ONSHEETIS. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 25 & 28 W/ ASM. 3. SEE SHEETS 10, 10A; 11. 11A, 12, 12A. 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP S BOTTOM FOR FLOOR TO CEILINGP�ED�OR <NQLL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE( tCCff PROCEDURE 4c: 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 WiA.S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). SPACING, 4. ENTER SCHEDULES to THRU 2c ON SHEETS 24, 25& 2ff W/AS.M DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., 17, 8' OR'/T,AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (1 .0.0&,0i ), MULLION TYPE & MULLION ORIENTATION. 5. SEE SHEETS 10, 10A, 11, 11A, 12, 12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & FOR 807TOM FOR MULLIOR TO N TYPE (N, gD)9_R WALL MOUNTINGS OF MULLIONS INTO CONCRETE PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAMESTRUCTURES. A. It/ 02017 nLX O P:C. Ln11N an Nautilus L E�COVIMc. SHUTTER ..,. ....�. EXPERT SHUTTER SERVICES INC, i 162E S.n. ELVu E Stt I 17-244 eft[ ST. IE. R 34994 P.EP.E. St'3C�RE/W1E ' ncnu ue % illm` srtn i4 nn SLAT PERFORMANCE. CHARTS Ia. Ib. Ib' & IC; (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN AS.D. DESIGN PRESSURE RATING (PA.Q, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPEAND FOR INSTALLATIONS W1 OR. W/O CHART Ia CHART Ib CHART Ib' CHART IC USE AS.D. tan USE u6ww rrosmE A6a 1AAO VALUE 3/8"0 KWIK BOLT 3 ANCHOR POURED CONCRETE 5/16"0 TAPCON XL ANCHOR 51IVo TAPCON XL ANCHOR ro mart IUED cm alNrn6re ro Pgu9T0 ccarntrz MAIL A.S.D. RATING MAX. SLAT SPAN 'EMAIL' (FT) WVL iRWPEB 6D4D-OUT aA1a-Olrt MOuxT wuur uAullT uwur w/© E' i ffi Mlm t i SUT 'LMAX.' (FT) AA L 7RWPU) Ba�O-WI' IAtAO uWUT IAwrt NB t i EFLMrmi MAX. SLAT SPAN 'LAW (FT) RNL 7PIPPED 009D•IXO aXN-M wwrt unrtrt ygM+T wart r/iEj �J k ffi1m6R ffiICR9i ffi MIO ! REAURED MIN. SEPARATION TOG{ASS MEASURED TO SACK OF SLAT (in) W 0 SIDRM EARS W STORK EARS 0 zo Wum zONe tON Wirro 2oME 1-3 { 1-3 4 20'-0' 15'-4- 20'-O" 20'-0" 20'-0' 15'-4^ 20'-0' 18'-0' 20'-0' 15'-4' iB'-6' 15'-8' 1' 14 1 2'6']' 20'-0' IV-ti' 20'-W IB'-0' 20'-0" 15-0' 19'-0' 16'-3' 20'-0' IS'-0' 16'-F 14'-0' 1' 14 i T k 20'-0- I5'-2' 19'-T 16'-6' 20'-0' 1C-5' 17'-4' 14'-t0' IV-11' 14'-5' iP-Iw 12'-9' 1' U 20'-0' 15'-0' IV-0' IV-Y' 20'-0' 14'-2' 16'-0' 13'-9' 1T-4' /4'-2" tY-9' IT-O' 1'14 1/2" G' 7' 20'-O' 14'-10' 1@'-9- IC-2' 19'-1' 1Y1' 14'-10' 12'-10- IV-2' 13'-11 12'-9' it' -a' 1'141 2' e' 7' 20'-W 14'-8' 15'-a' IT-4' 1T-9' 12'-4' IY-If' 12'-1' 15'-0' 12'-4' 12'-0' 19'-@' Y14 1 Z' G'7' 19'-5' 13'-9' H'-9' i2'-0' i6'-9" 11'-8' 13'-2' It'-5' 14'-2' 11'-B' It'-C 10'-0^ I' 14 1 2' 6' ]' 18'-4- IT-11' IV-T1' 11'-11' IS'-9' IV-0' 12'-5' 1W-11' 13'-4' 11'-0' 10'-10' 9'-8' 1' J4' 8' 7' 70.0 17'-4' 12'-1' IV-3' 1V-4' 15'-0' IT-6' IV-10' 10'-4' IT-B' 10'-6' 10'-4' V-0' 1' 13 1 2' S. 7' 75.0 16'-6' IV-7- 12'-]' 10'-Iw 14'-3" 10'-0' It'-C 9'-It" t2'-0' 10'-0' 9'-10' W-10' 1' BOA IV-9' IV-0' 12'-0' 10'-5' 13'-i 9'-5' f9'-10' 9'-0' it'-T 9'-5. 9'-3" 8'-6' Y iS 6' 7' 15'-0' 10'-8' 11'-7" t0'-0' V-3' 10'-5' 9'-3' 11'-2' 8'-3' 9'-0' 8'-3' I 6' 7' 90.0 14'-2' W'-i' 11'-2" 9'-8' 12'-6" B'-ID' f0'-1' B'-1 I' 1P-9" 8'-IO" 8'710- W-0' Y 12 1 2' 6 7- RSA 13'-5" 9'-8' 10'-9' 9'-4 12'-0' 8'-5' 9'-9' e'-0' 10'-4" 0'-5' 8'-8' ]'-9' Y 12 1/2' 8' T 100.0 1Z'-9' 91-4' 10'-5" 9'-1' 11'-B' B'-4" 9'-S' B'-4' 10'-0' 8'-4' W-Y 7'-8" 1" 12• 6' T 1G5.0 12'-2" W a- 10'-1' 8'-9' 11'-3, B'-0' 9'-2' B'-2' V-8' B'-0' 8'-w 7'-4' I. 11 1 2' 6' 7' 110.0 11'-T e'-B' 9'-9' 8'-8' 10'-11' T-10' 8'-10^ T-11' 9'-3' T-10" T-8" 7'-2' 1' 11 1/2' B' 7" 8'-4' 1w-T' T-e' e'-8' 7-8' H'-D' T-B' ]'-e' T-0' i' 11 i' 2' 6' ]' 120.0 10'-8' 8'-1' V-3' e'-2' 10'-3- T-5' 8'-5' 7'-8^ W-11' 7'-T 7'-5' 6'-16' 1' 11, 6' 7" 12LO IV-2' T-9' 9'-0' T'-tl' TO'-@' T-T 8'-2' 7'-4^ 8'-e' T-2' 7'-3' 6'-8' 1' 11' 6' T 130.0 9'-10' 7-6" e'-9' T-9' 9'-9' ]'-0' e'-0' T-2" 8'-5' 7'-0' 7'-2' 6'-6" 1' 10 1 2' 6' T 135.0 9'-S 7'-2" 8'-6" T'-T 9'-6' 6'-10' T-10' T-1' B'-2' 6'-10" T-0' 6'-3' 1' 10 1/2' 6' J' 140.0 9'-P 6'-11' 8'-Y ]'-5' 9'-f' 7'-8' V-11' 8'-0' - 6'-ID' V-4' 1' 10 12' 6' T' 145.0 W-10' e'-2" T-3' 8'-10' T-8' - -10" - - - 1' 1w 6' 7' IW.0 8'-6' ID' 6' T 155.0 W-3' 7'-10' T-0' e'-3' T-2' 7-0 - 1' IT e' 7- IW4 8'-0' T-8' 6'-10' W-0' T- - 7'-5' Y 10' 6" T' t VOTES I. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8.0 KWIK BOLT 3 ANCHOR OR 5 16'B TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT D 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 OMERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. '[� '•.,"✓1 FLORIDA BUILDING CAGE (Non Sign W No.aars f= QW%7 6, W Nautilus m-OW6119 xx Lp�6g� lR / .19, 17-244 wear Be v 15 ar m MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE WI 3/8"0 KUNK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT SLAT tAm. `'SPANS MAX. SLAT SPAN FOR A C� GIVEN A.S.D. DESIGN PRESSURE RATING SHALL j{©R EXCEED MAX. SLAT SPAN INDICATED ON SLAT SLAT SPAN DEiINITIDN PERFORMANCE CHART ON SHEEP 15. TRAPPED MOUNT BUILD -OUT MOUNTtWIE iLDRIDA BUILDING CODE (Non wqa Yelociry Nurticone Zone) .aa> O]al7A""D"° Nautilus �t 8T p Raw gsnnNe.syn �m �,il> ,Q ,r..._ �L G C �% INC, :• nwv vcsnxca xa»bcm"n aouv>"r EXPERT SHUTTER SERVICES INC. -An 17 yia», aae. n mw rate Sn. MINME VIE" • y v+w t{��ti-I>m, t.. lmM�-.v� PoM St. wm iL N98a <;`•''•. O1i10 y - etatum.xam 1'V • �Fa-WOB]19 17-244 •' •••1 11' R6Qa CA t.9 � .IAL f11-W9> Y/µllA A igLn h. V.G �� DATE FIaMM lie. ! ael B) !, SXm Iti N28 SLAT SPAN RANGE I>f� D'-{' 1 > {'-S' t > 6'-8' t > 6'-T 1 > )'-9` 1 > 9'-12' T > 12'-18' 1 > 18'-20' 1 sA-w 9' >et-8D 9' 9' 9' 9" 8' B' S 5/8' S 5(8' 9" 9` 6 i/2' S 5/8' - stab -tea 9' 9' 9' 9' 8' 6' • SLAT SPAN RANGE OEM iP. D'-O 1 > 4'-5' 1 > 5'-6' 1 > 6'-J' 1 Y )'-9' 1 > 9'-12' 1 > 12'-78' 1 > 18'-2a' 1 s Jo.o 9" - - >til-Iw 9' T SLAT SPAN RANGE P16� D'-P 1 > P-5' t > 8'-8' 1 > 8'-i 1 > T-9' 1 ? 9'-12"t > 12'-16' 1 > 16'-2a' 1 �� (ate E E E E© E E E E E E E E E s JD.D 9` 9' 9' 9" 9" 9' 9' 9' D. 9' 9' 9' 9' 9" 9' 9' S. 9' 9' 9" J 7/4' T )` 5 5/8 t-ao 9' 9' 9' 9' 8' 9` $" 9' 8' 9' 9" 8' 9' 9' S. 9" S. T 6' S S/8' S..S/8' S 5/8 >a-eo 9" 9' S. 9' 9" 4' 9' 9` 9' 9' 9' 9' 9' 7 f/2' 7 1/2 S- >bt-6o 9' 9' 9' 9' 9' 9` 9' 9' 8` 4' 9" 9' 9' 4' T 5 5/8.5 5/8' S - >Bt-toy g' 9' 9' 9" 9" 9' 9' 9' 9" 8' 8' 6 7/2 8 J/d' 6 3/d'5 5 8 5 5/8 5 5/e 5 E5/8 B"6f/26`6'S5/85/8'S5/8>ut-taD9"$'9"71/2B"8"61/2 8'8`6"55/8`55/8'S5/8>1a1-16a9'g"4`8'8`7"T55/B6J4'8J4'5855/8"58: - - - - - SUIT SPAN RANGE otvo Ns ew c[WO 0'-4' t > 4'-5' t > 5-6' 1 > 6'-7't > 7,-9' t > 9'-12' t > 12'-16' It > 16'-20' t s 30.0 8" 8' 6' 8' 8' 7 1/2 S 1/2 >41-60 8` e' 8' e` 6` 6` 4- 3 3/4- 581-90 8" $' 6' 6' 7" 4 1/2- 1 3/4- - s81-t OS 8' 8" B. 6 1/2" 5' 3 3/4- 3 3/4- - >ta6-720 e" 6" S. 5 1 2' 4 1/2` 3 3/4- - 12/-1t0 8" 7 1/2' 6' 4 1/2' 4' 33 /4' - rtti-1fi0 8` 6' 5' 4" TRAPPED MOUNT .•" SLAT SPAN RANGE 0£sa �� rt Efo 6UiLnk 0'-4' t > 4'-5' t > 5'-6' 1 > fi'-T t > 7'-9' Y > 9'-12' t > 12'-18' t Y 18'-20' 1 s 30A fi' S. 6` 6' 6` 8' 6' S 1/2' >31-40 6" 6' 6` 6" 8' 5 1/2' 4 1/2- >41-60 6' — 6- - 5 1/2' 4- 4' 8 6' 6` 6' 4' >Bt-i 6' e' 6" 8' 4 3/4' 3 3I4' 3 3/4' 6 r121-140 6" 6' 5 3/4' 4- 3 3/4' 3 3/4' Na-tW b' 6' 5- 3 3/P 3 3 4' - BUILD-OLIT MOUNT SLAT ~SPAN O tmm MAX. SLAT SPAN FOR A GIVEN AS.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE 4so. p 0'-4' t > 4'-5' TNf6 8' 1 > 6'-0' t > 7'-9' t > 9'-12' t > 12'-16' t > 18'-20' t E E E E E E E E E6'6"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' 6' 6` 6' 6" 6- 6` 6' 6' 6' 6' 6' : 8' 6'6"5"4" 4- 3 3/4- 1 3/4° 3 3/4' 3 3/4' >41-60 6' 6' 6' 6" 6' 6' $'6'6'6'6'6"'4 4" 3 3/4' 3 3/4' 3 3/4'>6t-80 6" 6'6'b`5"6' S 1/2 6' 6'S' S' 6 43 3/4- 3 3/4- - 3 3/4- 3 3/4->61-t96 6'6'6'6'6'8" 5 3/4 9 1/2 4 1/2' 3 S/4 3 3/4' 3 S/4- 3 3/4- 3 SJ4"33>t06-u0 6" 6" 6" 6' 6' S 1J2a' 4 1/2 4 1/2 4 i/23 3/4' 3 3/4' 3 3/4>121-140 6' 6"6- 5- 5" 4" 4 3 3/4 4 1 2 4 1 2 3 3/4 3 3/4- 3 ;1 4,>bt-tfio 6' e'S' 4 1/2' 41 2' 3 3 4 4' 4' - 3 3/V' - - - - - - - - Nautilus"" R0!lINq�Otter3yatem L ECOINc. Nc a ENCIMEEwN rnN . w :x www Na4a+, v+u m°jnrr-r>N. m:t>wPrr-e11r �18440o6119 S1IXE1Y. IA. i 14167 m)x4�n arz E%PERT SHUTTER SERVICES INC. I824 £x. enM9wL stNEet MR' Se. II(M fU 340U mow Ia9 r e . EY, e>r-0000 17-244 RANo4 A" w EIIRi n a16 mram . _ MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W161113"0 TAPCON!XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL AS.D. DESIGN PRESSURE RATING &.SLAT SPAN RANGE t WALL MOUNTRATING DE51GN SLAT SPAN RANGE t NOTE SLAT SLAT MAX SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL Co] NEAR EXCEED MAX. SLAT SPAN INDICATED ON SLAT SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT BUILO.OUT MOUNT d\�Q.•" '^/�T -', FLORIDA. BUILDING MOE Nan Wgh Y6W.14 Rmri.a Zme) Nautilus aR+WNR 02012 nL OM 441 61,5 wat/n ^ENO. Ro171eg 6TvtterSjaUm p°�`g IL ECOINe, nwl lmtRGv xncmcl:m�Rwmcyo�rAxx EXPERT SHUTTER SERVICES INC. ./16"�J/ ! �•Q \\, :. °''•., RIDP,..' \\ fw t7wMi.�6�m ,'(u .lnf}ni-.ltvie 1626 S.W.811NOIiE WREti Rim s. WCE. n 3.". nab, f®) fn-wx . nv: 1 n-caao 1J-244 wa+ww 1n '••••• l— hG 5 Ak{GAr6 kb- TU' µJEfl A i0 1 dt. P.L WnoR+w Ix. / ..+6i SN[[t 16 N]6 RAN4i (Pal.) 0'-Yt > 4'-S'1 > 6'-0't > ]'-6'1 > 9'-1Yt > 1Y-18'T > 1fi'-20't s 4 1 2` >St4o 8` 8' 8'T41/2'>0-808'4i2`>bi-608"T57/2'-at06-1208'7iJ2' K6' 4' - - >uf-160 J` 5' oFsm1 P RANGE (p.ac) SLAT SPAN RANGE 0'-P t > 4'-5' t > 5'-6' 1 > 6'-0' 1 > 7-e' 1 > 9'-12' t > 12'-58' t Y 18'-2O' t s 30.0 S. 6' 6` 6' fi' ^ >St-40 6' 8' 6' 6' 6' 6' 4 1/2' - >a-60 6' 8' 6' 6' 6' 4 I/2' - - >m-f05 6' 6' S' 4 7/2' - - >tob-+20 6` 6" 5 If2` 4' 4 7 2' - - >t2t-too 8' S' 4 if2" J 3 4' - - N4t-teo 6' S" 4' SLAT SPAN RANGE PR�RE 0'-4' t > 4'-S' 1 8'-]' t D ]'-6' 1 8'-12't > 12'-18' t O i6'-20' t RANCE (Pa•R) E E E E E E E E E E E z So.0 g^ 8' 6' 6' 8' 6' 6' ff' S' 8' b` 6` fi' 6' 6'St/2'4'41/2'>St-.o6"6'6'6'8'6`6'6'fi'6"fi'8'S'4'>4t-6o6"6'6'6'Sf/251/2'6'6'6'8'fi'5i/2'4t2J3/4'>et-eo6'fi'6'S1/25f/2"51/2'47J2 rI/ 5'S'4'4'4'>Bt-to68'6'8'fi'6'Si257/2'51241/2J3/433/4->t06-12G6"g'6'57/2"51/2'47/241/2'41J23/4>f2t-u0S724"4'J343J4 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 SLAT SPAN LO—j SLAT SPAN DEFINITION Fi BE THE OFTHEG OR VERIFY STRUCTURECTOR RkTLITY TO IS PERMRHOLDERTO FERMI POUND PER RTV1'THATrFORINS IN POUNDS DESIGNEDTO SUPPORT BOTHJAMBS HEIGHT AT BOTH RN UNIT FOOTHE SEETiOSSNEET WRVxSVyVAWES. T FOR Vy VALU Vy SIDE RAILVX ,��ER A. A/�r✓A Vy 2mfe) FLOMIM DUILONO WOE (Non High VelocRy. Hurricane No.aaT87 > �� T �a=N� Nautilus On. t ` * • *� 1 * \ IL E C O \ RoWngSbotler5yalam of/u�n INe, /yfp'-�• ....nurt Tcmxo a cxawccmxo <ouvurc 3 .g.h:XGniV�'��\ Rva »L u4�K M1viu ua �:fagp�n+?n.,m:(mpM1-nI EXPERT SHUTTER SERVICES INC. 1fi345N. BM1NQAF StPE£( )7_'1rj.Q �2\ \,1 U/ONAIEIVfId POAI Si. LIKE. FL )f4B. P.E. EEALJEIGK4KIA GATE mm fa uae A.S.D. SLAT SPAN RANGE PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (Psr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 iQ 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 iQ 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 800 2547 596 >87-105 123 210 550 263 711 315 1142 388 7372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1889 630 2039 635 — — — — >141-160 781 320 7188 400 7322 480 i873 560 1740 640 — — — — — — SLAT PERFORMANCE CHART Ibl E6 ICh mNLY VALID FOR MPSLLP) SLAT PERFORMANCE CHART Rb I & IIDtt. IONLY VALID FOR :114' SLIP) MAXIMUM SLATSPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOO GRACE, A.S.D. DESIGN LOAD tD..N BEAT SLIP 1/S' AND FOPAGNEN NAMMUM0.6.D DE6lGN PRESSURE MTtN6 (p.e6ANO6HUtiER MOUMCONDfNIXi.FOR FORAGNENA6UNAUMAB,OOESIGNP 65URE Mm1G14efFANOGN11T1£RMOUNTtONDRIONPoR BHUTTER MOUNTING TYPE FOR WOOD FRAMES ALES Wf 24'STUDS, INSTALLATONS We0 STORK BAR9PER DETAL2BELOW INSTALLAndISVaOSttIPM BARS PFAOETAIL2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ibl USE y � CHART ICI CHART IIbI � T/ CHART IICS IR N13yY VIIC ®�1IDSM Aq 1E9UMt ASD 16N 1� FLO m" ASA 16 LLIyM WtE 0lIE(a1IYSLIfE ND IaTAM A861Gw UIN)VALE[ ASL. 916121TAPCONXLANCHOR MIN. SLAT SPAN .L IN) WIWOTAPCONXLANCHOR YOL SLAT SPAY •LYN.' (fU AwBYW nsaTE¢ � MAIL SLAT SPAN IL"* (N) Zama wloAa1-3 itL141 afi0-ORMD,7'-2' RFWRfD ICE SDYAAnW m IEs.9ED m m OF SLAT (') W 0 SfOPN SVEi IWRAN REOVOED MAX SUT SPAN 'LMAIL U I p�sSD W. SIDFPAtvi m MmB30 m Iva or sw Cm) (PM PART Inoe m%y ¢¢wma �� u A a W o STORY BYS WAD ZONES W0 2tlNT 4 r00 20NF5 t-s w10 ME 4 '-Y30.0 • 8'-3' W-Y W-Y J'-]"35.0 • 10'-9' tp'-D' '-9-35.0 •• J'-9' T-e' J'-9'T-Y40.0•• 10'-0' m'-0- -5' t' 6t W.0•• 7.-9'45A '•' 10'-0' f0'-0' '-2" i' 8 12' 45.0 '•• ]'-4' )'-4' ]'-P W-9' 1' 0 I e50.0 �• 16-D• 10'-0' T-0' 1' B 1 2• W.0'•• J'-Y J'-Y T-Y V-6' 1' 8 f Y IB-O- 10'-0' V-9'B I V no •� T'-0' T-3•80.0 n. 10'-0' IC-0' 6'-9' Y B I ?- 8Q0 a 7'-3- T-Y 7'-3' SLAT PERFORMANCE CHART M (ONLY VALID FOR 11T SLIP( FORAGNEN N410MUMAGO: DESIGN PRESSURE RA ING (Atf)"OSHUTTERMOUNTOONDITION FOR INSTALUnON9tNO0IORIA BARSPFApETAlL28ELOW CHART IIIbI USE w/ CHART IRCI IR NAAY VIIR @IOb7i M[OM MO 160AE ALL W NBC HDWAOt R Am INO WWK 5116'OTAPC014)(LANCHOR MIN. SLAT SPAN *Lge (!L) Aiq MAIL SLAT SPAN •Law (m REGo9ED w 3FPAPAnM1m IESMED To EASI of suit IN) °®°I Da lame W/o BONDI SAID; WqD EONLS to MEANS 4 3O0 • ;-6' J'-2. -V I'-6' 6�_T I" 6 1 e" SSA • 77 V ]'-Y ]'-3' 7'-2' -4' 8 1 8 V 1. - /5.0 •'• 5'-0' 5'-11' i' B I 0' ' 050 •'• 6'-]' 6'-3' 6'-]' S'-T 8 I e' 80.0 �' S'-Y 5'-Y 5'-t' 5'-5' 1' e B f B' SLAT PERFORMANCE CHART IV ((LESS THAN MB' SLIP) FOR A OMEN AS D. DESIGN LOAD (p. s IL SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE ANDFOR INSTALLATIONS WD MW BARS PER DETAIL2 BELOW 6A6'WTAPC0NXLANCHOR IRE YYMN YUIIZ LCiW@J p0.VIIK AND Nea'1mL ASD. IGID ow L UAW ASD, gID YFMIE SPAR T UK SPAN T maxi trio wnlana Ml (� �PR1RlDY-(drt � NCt=A fa ygNe.fW�(M 3 to .bma W/o SIOiY BARS Id WND LONE 4 30.0 • e-6'_O• 350 + 6'-3' ' 3•-g• INTO Yf] MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEDULE; "m FOR 0010064IR-SOAN (0�046) ---• FIE • . _• SOUTHERN FINE (13-M ::. —_.. SieC£,R EiVt-SIGH (G-W _ I ( '• NOW Fat oOA'SOUL AS-HR-(0-0.46) t I at.T SPAN DEFINITION � FORSEUrERN DEFINITION ) +•. w�-oo- InRD-D°n i i If + •• t I' INSTALLATION INTO WOOD FRAME STRUCTURES �`. 44167? 0 DETAIL2(ELEVATIONI LbE ROIeAI w,e HIMDI P.191M NU t®]5[ ASA IOD 100 WyE YAX. EIAT SINi SL.vI WOOD GRADE E43901 (o) SEAT TALL4,11RAIN 1f013R . (pG 0,3 . SOUTHERN FINE j2 (04.65) 60. 4'-YUOIIGIAS-RR-BONY D'-D' (G=0.46) 60 4'-5' a'-5' SPRUCE TINE-FIR-111H 0-0.36 60 4'-Y Y-s' LP SLAT SPAN DEFlNITION t DETAIL ((ELEVATION) A NOTES: 1. ABOVE INDICATED MAX.. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. 1: WCOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GNEN ON DETAIL AtJD PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE MINIMUM LENGTH OF WALL AT OTHER SIDE OF OPENING SHALL BE 33". C2017 RrtL6 m Nautilus L� Ro2NDgSADOD>SFat4m m124/n (UTTER SERVICES INC. on SW. EATNORE STREET 17-244 R. WC2. N- 34984 S� 2D ro e WALL MOUNT & BUILD -OUT MOUNT TO 2"xV W00D STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE . SLAT SPAN PA40E too D-0' b 4-5 ' SDUTHERN PINE #2 (G=0.55) 4 30.0 6' _ 40 6- 50 6" 60 6` OOUGLAS-FIR-SOUTH (G=6.46) s 30.0 6' 40 6' SPRUCE PINE-FR-SOUTH G=0 36 4 30.0 6' WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET.20) WOOD GRADEV6' SLAT SPAN RANGE >saoma (M1 > 6 to If 6b7''>7 b g'>Ifb XV SOUTHERN PINE #2 (G=0.55) 4 30.06'6" 406"6'6" 4 3/4' 506"6'4 P6' 3/4" 3 1/2" 605 31 C 5 1/4' 3 3/1' 3' DOUGLAS-RR-SOUTH (G=0.48 6 30.06'6'6'6' 40 6' 5 1/4' 5 1/4" 4 1/4' SPRUCE RNE-RR-5OUIH G=0.36 s 30.0 6' 6' 6' 5 1/4' BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 10 PLYWOOD. (SEE DETAIL 2ON SHEET 201 WOOD GRADE H"mitwt SLAT SPAN RANGE -4 ` > 4�' • > s'�' • > C-7' > 7-5 ' > C-1v ' =• wxnw =iw =r wortr wan♦ wart• wn♦ wanw =rnr wan.w s 30.0 6' 6" 6. 6' 6' 6" 6` B` 6' 6" 6" SOUTHERN PINE #F2 40 fi" 6' 6' 6" 6' 6' 6. 6" 5 1/4' 5 1/4" (G=0.55) 50 r6- 6'6`6`""'6' S iJ4' S 1/4' 4' 4'60 6` 6' 6' 6' 6' 5 3/4" 5 3 4" 4' 4- 3'3' DOUGLAS-FIR-SOUTH s 30.0 6"6" 6' 6' 6`6" 6- 6`6'6' 6" (G=0.46 406"6°6' 6" 6'5 1 2" 5 1 2" 5 1 2" 5t/2' 4 1/2- 4 1/2"AUCE PINE -FIR -SOUTH G=0.36 30.0 6' 6' 6" 6' 6" 6" 6' 6" 6' 5 1/4- 5" 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, { No.44167 ; 020t> mnco INO G O INC. CODE (Non w,h Yelo:ity Hunioonc Z °"«U autilus IHg$huffwrSysfnm m/st/n 17-244 manor w um v m as ummum i s DESIGN STORM BAR SPACING (FT) PRESSURE RXI 9 2' 2,667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" II,-O" 11'-0" Ii,-0„ 11,-0„ II'-O" IV-0" i1,-0„ 11,-0" I1,-0" 35.0 itr_O•, IV-0" II,-0" 11,-0„ 11,-0„ W-0" W-0" 11,-0" 11,-0" 111-0" 40.0 III-0„ II•_0" 11,-0" 11,_O" 11,-0" 71,-0„ 111-0" 1V-0" 11,-0„ 11'-0" 45.0 III-0„ IV-0" IV-O" 11,_0.. 11'-0" 11,-0„ I1,_0" 11•_0" 11,_0" II+_0" 50.0 11.-0„ II,-0" IV-0" 11,-0„ IV-0" I1,-0„ 11'-0" 11,-O" 11,-0" 11'-0" 55.0 1 V-O" I V-0" 111-0" 1 V_O.. I V-O" I I,-0" I I.-0„ 11,-0" 11,_O" 111-0" 60.0 11'-O" Ill-O.. I V-0" 11,-0• 11,-0" Ill-O., 11 r_O„ I V-0" 1 V-0" - 65.0 11'-0" 1 V-0" 11'-0" 11'-0" 11'-0" W-0„ I V-O" I V-0" I V-0" • _ 70.0 11,-0„ I V-0" 111-0" 1 V-0" 11'-0" I I'-O•, I V-0" I V-O" • I I.-0" _ 75.0 11.-0„ I1,-0', 11,-0" II•_0" W-01, 111_01, 1v-o" II'-0" • 80.0 1V-0" 11,-0„ II,_0" III-0" W-0" 11,-0" 11'-0" 10'-10" - - 85.0 11,-0„ 111-0" 11,-0" II,-0„ 11,-0„ I1,-O„ I1•-0" - - 90.0 11,-0" IV-0" II,-O" Ii,-0" I1,-O" II,_O,, - 95.0 11,-0" 11r-0„ Ii•_0" w-0„ II,-0„ 11 --0"-- - 100.0 11,-0" II'-0" 1I,-O" IV-0" I IV-O" - 105.0 111-0•, IV-0" I1,-0" 11,-0" 1 11,-0" - - 110.0 11'-0" 111_O•, 1 V_0" i it-0" I 10,-10" - - 115.0 i V-0" 11,-0„ 11'-0„ 11,-0" 1 _ _ 120.0 1I,_O„ II,_O•, i 1,-O„ w-Or, 125.0 11'-0„ W-0„ 11•_O„ 10,-10" 130.0 1I•_O,• 11'-0" 11,-0" - - - 135.0 III-O" 11,-O" II.-O,• - - 140.0 11,-0" I1•-O" W-0„ 145.0 1 11,-0„ 1 11'-0" 10'-11" _ _ _ 150.0 j__jj •'� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. I THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. No.44161Q.., =tee : ? a4I f� . C \ V ........ ' �� 111' ` C2017 NhSb M nwaLsiwo s [vcm[[gixc GOuoµY (an}++•+ay. ham". fASp)r-+vr -,m.S uttt000N.wT w-ome>.a TILL11 Rana. Lk.1 •a1E> Nautilus RolRn951wM¢r5ysfem LC °"'"^ uE/z• ) m,[ EXPERT SHUTTER SERVICES INC. e�ur.oq[ Smcfl roM Sty t122. R JtEE• r.ww: tewt >.a-eme . ru: r>3 en�wa i 7-244 WeuFi lb sun v rtx m+..,r STORM BAR SPACING "a" (M nmrt 11d= 2' 2.687' 1 3' 3.5' 4' 4.5' V 5.5' 1 6' 6,667' no ABO.D BC ABCO A,BC AB C.D BCD A.B.Clo &gAv B.C.D B 0 35.0 B.C.O ABLD I A.B.C4 ADcp aC.D ADCb AB,CO CA A.BCb BCD 4DA BCb BCO I A.B.ClO A.8,CM CO ABC BCD _AjCD �A,BC BCO ASO JkC,D A.B.CM 0.B.00 AB&D BCD 0.B C.0 ABCO A&CQ 0.BC1)),ale 50A AB C D 0.R.C.0 I 0.BC0 A.8.0 0 a9 C 0 9 C,D AB.C.0 AR.C.0 AB.C.D AAC 65.0 AB.C.D A.B.CD I AB.C.O A.Bgo AB.C.D BCD A9.C.0 AB.CO AIDA ABC 0oA kaclo AB D I AB.C.D &ROD Bc0 "CO AB,C,D ADC &BIC BC m XBC.D BCO I A.B.C.D BCD BCD 0C.D A.Bc ABC ko.0 AA 70.0 BCD BCO I A.%C.D AA.CD B BC &BC ABC A.8 A MO I A.B.C.D AB.C.0 I 0. CD BCD ABC C 0.11C Ae A A 50.0 1 AB.C.0 ABCO I ABC.p BCD ABC ABC A&C I A A A no BCO AB.CD 0.BCD BCD BCJA a A A A OO.0 0.BC.D B, D BCD BC SC A A A 0S0 BCD 0.8.C,0 0.8C0 0.9,C BCA A A II a A.BA.O BC.D 0.BCD AB.O AB.0 A A A105A AB 0 0.B Bc AB B A A 1100 AB.CD B O C ABA A A A A 115.0 AB CD B D ABC ABA A A A A 120.0 A .C,D BC ABA AB A A A A I= BCD a BC A A A A A 130A 0.BCD BC ABC A A A A A I= H O BC AHD A A A A140.0 0.B C.9 8C AB A A AMO BCD 0.9,C B A A ABCD C A A AA AB0.B A A AA A0AB A A AA - - - ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK BOLT T2 EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* k 5' Min. THICK POURED CONCRETE (Yc - 3000 Psi) 8 3/8'0x1 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (Cc = 3000 Psi) 8 3/0'0-16 MACHINE SCREWS C 1/4%0/4" ALL POINTS SOUR -SET ANCHORS W/ 7/8' W,.. EMBEDMENT* TO POURED CONCRETE (t'c - 300D psi) @ 1/4'0-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16'0 BW/BUILDEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (Pc - 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEtUNG FINISH STORM BAR SPACING "B' (FT) �ma aN 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 8' 6.667' 00A C.D 9C0 BCD BCD B.C,DI CD BC ABC C D5A ecn c,n ec0 co ec0 Aec ec e AAoo ec0 B o 0.9c0 BCO 9 A.eC A A A4&0 AB.CD BCD B.CD BC ABC A A A A00A BCO B 0 9CD ABC 8C A A A A5S0 BCD 9CD ABC A.9a A A A A ABOA ABC.D B ABC A,B A AA A A0&0 AB.C,D BC BC A A A A A A70.0 'S.C,O ABA B A A A A A- 70.0 BCb ABC A A A A A 80.0 ABL 9 A A A A- 05.0 BC A A A A A 00.0 ABC A A A A A - - - - 95.0 ARC A A A A A UXMQ A151C A A A A - - 105.0 0.8 A A A A - - 1T00 A A A A - - - - - - im A A A A 12D0 A A A A 125.0 A A A I= A A A- IWA A A A- - - - - - - - 1400 I A I A A 145A A A 180.0 A A 165.0 J A A- - - - - - - - IODA A I A PjtR A.1 ' a %, i *.1 'm•4416 ?N4L EgII P.6 SUI i�Ras i �"INCu." '""__"._ C .„. EXPERT SHUTTER SERVICES Hurticme Zm tnunl Bn mnvo wrz 17-244 SCHEDULEia FLOOR TO CEILING (TRAPPED) MOUNTING 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)' SCHEDULE2a WALL MOUNTING 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) o 14MILL� ,yrpp (N ° MAXIMUM MULLION SPAN (Eq YIJO PQ R (9x2•) w3GN SPA" (� ° MAXIMUM MULLION SPAN (FO O4"x8"n1M'MULLION G1 4-4-414-MULLION G2 44)kt(4'THICKIWFLANGE) MULLION ©4'x8"xt/4'MUWON Gf 4NON1/4'MULLION G 4th1/4'T= 'FIANCE) OrtMOI N BI MWAM 2 OR[FMAlION I ORWAIMIN 92 ORItMAtION 1 WETURION /2 ) ORIENTAMN 1 ORIEMAIION 2 () MEN=AOON f ORIENTAnON 92 OPoENgnON 2 ENO Itt1E91DR END PRERIOR 'ENO 1NIERIOR END DOECOR END ENO INEDt10R END INTERIM ENO INIERCR. Goo twvQoR FMI INTERpR ENO INTERIOR SOA 20'-Y T-ID a' -a- J'-3 12-0' 9'-C ID'-J" V-0" fY-Y 9'-8' )-6 13-8' 30A 20` ` 7'-10' 9'-6' T-31 12'-0' 9'-P 10'-Y p'-' 0 12-0" J'-b 36O 20'-0' 1'-1' 0'-J' 6'-9' 8'-8' 10'-0' J'-Y tY-6" 6'-n' 8'-11' IY-8' 33A 20'-0" T'-Y B'-]' 6-9' tt'-9' 8-9' 10-0' ]'-)' 12'-8' 8'-If' IT- 12'-8' 40.0 RO'-0' 6'-10' 8'-10' 6 -1' lw- 10'-tl' B'-1' 9'-J' J'-3' 1]'-8' 8'-S 6'-6' 13-6' 40A 20'-0' 6'-ID" p'-10' 8-C 10 -11' 0'-1' 97 ]'-1' 12'-6' 6'-6' 12'-8" at 20'-0' v-Y e'-Y 6'-6' 0'-8' T-Y 9'-]' S'-tY 1Y-e• T-11' 8'-Y 12'-6' 46A 20'-0" R-T B'-6' 6'-6' t0'-6' T-8' 9'-3" 5'-11" 12'-6' 6'-2' tY-6• WA 20'-0' 6'-2' 0'-Y 6-0' -9'-11' -4' 8'-11" 8'-)' 12'-Y 7'-4- V-11" 1 '-8' 660 20'-0' 6'-Y 8'-P 6'-0' !k2' T-1' B'-11' V-]" 1Y-6' S'-lY t2'-8' 66.0 20'-0' S'-IP ]-If` 5-9 9'-0• 8-8' 6'-7' 4-3" 12'-4' 6-Y 5'-]" IT-Y 65A 30'-0• 5-11' T-11' S'-B' 9'-10' )'-0' p'-Y 0-10' 12'-P !'-)' IY-Y 80.0 19'-5" V-9" 7'-9• 5'-0' V-8- b'-C B'-8• 6'-2" fY-Y 61-4' 5'-6' IY-5• 60A IB'-S' Y-9' T-9' S'-8' 4'-B' 8'-10` B'-6' Y-B' 12'-0• V-6" 12'-6' 66A 18'-O 5'-9 T-9' Y-P 8'-4 0-C 8'-4- 8'-2 III -IV V-4" Y-B 12'-Y 650 Lfi:-r-P 5•-9 T-B• S'-4" V-7' 6'-10- B'-B' 4'-8" 1 '-10' S'-B 12'-b• T& fT-C TO' ]'-B' V-4" 8'-0" 6'-3• 6'-Y V-2' 11'-0' 6-3' V-8 f2'-Y no 1T-P Y-9-9" -B' S'-4' 9'-5' F-10• 8'-P 1-B• 11'-91 5'-6 tY-8• mA b'-Y 5'-9' T-7' Y-4' V-0` 6`-0' V-0' 6'-Y IV-)' w-r V-8 12'-Y m 16'-6' 6- V-Y 6'-4" e'-Y 6-10• 8'-' ] 4'-0' IC-7- Y-8 tY-5' WA /5'-9" S'-T T-T 5'-1' J'-10- V-J' T-10' 8'-2" 111 -8' - 6'-1' S'-B 12'-4' p0.0 1S'-8' S'-9" Y-Y 5'-4' 9'-4' 6'-10' B'-]' 4'-6' 11'-6' S'-B IYN' 650 IS'-0`KC-5' ' )'-Y S'-4' T-9' 6'-P )'-9' 6'-3' If'-S' 6'->' S'-6 1R'-3 tl6A 15'-Y 3'-8` i'-0' S'-1• 9'-Y 8'-10' 8'-3' 41-B' 11'-S' S'-6 13'-3 280 tY-2'10' )'-0' 5'-Y 2'-9' T-4- ]'-9' 8'-3' 11'-6' V-4" F-) lY-0 90A 14'-' S'-10- l'-]" 5-8' 9'-Y 8'-11- W-3- 4-10' It'-5' 5'-7 12'-S 980 IS'-S't0' )-J 5'-8' -8 8-! 7-9 6'-4' tt'-S` 8'-5 5'-8 13'-3 9'>A ll-5 5'-10• )-) 5'-8' 9-Y 8'-Il' 8'-3' 4'-11' IV-5- S'-8 12.-1 6qA 12'-9'it' T-]' S'-T Y-8' S'-6` 7'-9' 8'-4' 1T-5" 6'-e S'-9 IR'-] 1fAA tY-9' 4'-1Y )'-Y S'-Y V' 3 ]'-0' 8'-0' !'-0' It'-5' 9'-9 13'-3 W6.0 12'-2•• J'-Y '5'-Y T-0' 8'-J` ]'-9' 6'-Y 1T-5' 6'7" T-9 IV' Imo 2'-2• 6'-0' ]'-)' S'-T' e'-]' )'-1' T-2` 5'-,— 11'-Y 0'-9 Ir-3 It" 1f'-i'W. T-]' B'-6' ) -9' S'-8" 7-9 8'-8' II'-5' e'-8' V-10' 12'-3 110E tJ'-Y 8-0` ]'->' 5'-Y 9'-3• T-1' 8'-]' Y-Y 11'-Y 6'-10' 12'-3 116A I,'-1'' T-i' S'-9' T-0• 6'-9` ]-9' Y-J' w-5" 9'-9` 5-'1 12'-3 11" 11'-P ' %- '-J' S-9' '-J' T-2• B'-T Y-4' '-0• S'-11• tY-J 120A 10'-B`f 7'-8" S'-9" ]'-9' 8'-10' J -9' 8'-)' 1,,-5" 6'-10' 8'-6• 12'-3 QOA 10'-e' V-1- T-8• 5 -9- 9'-1" T- ' 3 8'-2 Y-5 11•-5 8'-0 12'-0 RSA f0'-2'' T-0' !'-10' -II]' 7-0' ] -10' 6'-9' II'-0' T-0' 5'-1 12'-J 173.0 ID'-2' 8'-2' ) -Y 5'-10' 9'-]' T-4' 8'-3" 8'-8' ti'-5' S'-1' tt'-] IW.O 9'-t0'' )'-0' S'-10• T-Y ]'-0' J'-9' 6'-8' 1P-5' )'-0' 6-Y 13'-] 1]OA 9'-10' 6'-1• J'-Y 5'-10' 9'-S' J'-P 6-Y 8'-E ti'- ' 5 6'-P 16'-3 I= 9'-5'" )'-]' Y- 11- T-10'. T-2- J'-10' 6-IO 11'-5" T-R' b'-R' 1Y`-J I350 9'-5' S'-1" i'-Y 5'-11' 9'-3' T'-Y 8'-3' S'- tn' I'-5' 6'-2" HI'4 1400 9'-Y' )'-)' 6'-0' )'-f0' ]'-J' i-10 8'-f 1' N'-5' 2'-3' b'-3' tl'-J 110.0 9'-f' 8-4 i - 1. -0" 9'-3' J'-Y 8'-Y B.—II. 11'-Y 8'-]- 12'-3 141E 8'-IO'' T-6' 6'-o' ]'-1' T_4" )'A' V-11• IV-5' )'-4• 6-0 13'-] H&O B'-10' 6'-$- T-8' 6'-0' 0'-1"i'-6' B'-2" 8'-11" 11'-S' 6-Y 12'-3 IWA 86'' T-T d'-1' J'-9" T-5" T-9' T-0' W-5" T-5' 6'••4' J2'-] IWA 6'-8• ]'-Y 8'-1• 0'-3" T-T e'-2" ]'-0' 11'-!" C-4• IWA 8'-0' S'-5" T-]' 6'-2` T-9' T-6' )'-9' T-t' 11'-S' 1'-8' 6'-Y 12'-] IOW 8'-]' B'-6' J'-T 6'_2• 9'-]' T-8' 8'R' Y-Y it'-5• 6'-5" &I f3'-] IWA 8'-0' 6'-7' 7'-6- 6' 2" T-9• T-0" 7-9' T-2' W-5' ]'-J" 6'-8 tY-3 1600 '-0' 6'-0' )'-6' 6'-2' 3 9'-' Y-' 9 V- ' T-2" 11'-5' 6'-6' 12'-3 MULLION SPACING:'IS" "MAXIMUM MULLION SPACING SHALL 82 SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT SE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, IUWON a.. y% SI4S1, I FLORIDA iKOLURK CODE (Nan Sign Velxity auWoone Zone) 0m179 £06 NautilusRUE GRIOt °° tr '. � IL ECCIMc. OSAAf r 9 �=eR1 Po/rnrtJ ' '},pi/�� nurc]rnayc.,yly cxmnmelxe wxPAxr =_�R•�• w ate.i� n>fw EXPERT SHUTTER SERVICES INC. 162e S.n, {REiuOnE 5'19ER /0 awn Exew�.wa.M = NA( 4,� \ °ien a VmNr 'Lll°u6°ol.wnMrnL1 • "'"' �•�LtnnE -4008i1Y •••• !//" 4UFH & Hurt u. PE. P.B. SEAIlSIGNANRE/GATE x� ax I 4415i PORE Si. IME, IL 34984 Iz-zaa VKM. WJ .0}�-400 mWnQ x. U. 2, ot24 SCHEOULE2e WALLMOUNTMO MAX SPAN FOR ENDANOINTERIORMULUONS FORAGIVENAS.O. DESIGN PRESSURE RATING(P.SF.1 IL AIZ-c MAX. MULLION SPACING IFT)• 1 1 PRETRAM ActedW Immiltul )F.NGHO • MAXIMUM MULLION SPAN (IT) LLL Delete, Lp'•2•) WwxM1 .V m9pp ION (N • MAXIMUM MULLIONSPAN (07 WXS' IW MULLION G1.4'XSk114'MULLION G2 4kTxW THICK IN' FLANGE) MULLION ©4'SlBkt/4'MULLION Gt 4k8k1/4'MULLION G2 a•xTxW THICK FLANGE)Mill OPodfARN (1 CMENI ON 2 VR AITON 1 ORIdIA1WN 42. ) SJUTIATKIN f CAIENfAMM1 2 gUdfI /1 licitOPoFNM110N 2 WIdIx1pN 1 MtldM1gN /2 ) ORRTRATON /I END OflTR= IND 1RDt10R I I 1101 R III 6YRfiOR d0 d0 MIEROR ERG I 1NIEAica DID M IOR d0 941ERIOR d0 91ti ENO dR1FOR =A Ir-0' U'->' IV -A' W-9• 1Y-0' 12'-8' 1T-Y 10-0" i'r W-8' 1-r f2-' ]0.0 U'-0" 9'-9 N-0• 9-9 12'-" e 1Y-Y 12'-8' fa-T 12'-fi' 1114" 12'w' YA 12--W 10'-T IV-11' 9'-r W-W 12'-Y w-11 10•-w 12•-6" 12'-r 10'- 1Y-6• 3S0 12•-0' T-r to'-H 111 12•-r 13'-d' 11'-il' 1a-Y 12'-6• la-{' 12'-6• 40A 12•-0• V-10- 10'-Y 6'w• it-n' 1118• 11'-O 9'-8" 12'-n' 11'-1Y '-T' IZ-V 4110 2'-1)' I.-c 10•-0• 81 1'-d' 11'-8' 11 -f _r 1T-6• p'-T 12•-6' 4Q0 W-0 9'�' 1 ICY -{ -11. 1'-1 -8• 1•-2• 0'' 121V 45w 12'-0 III 10-1 a-r 0- ODA 12'-0' B'-9• W1. W-I* IT-W ID'-4• 1O'- • II 3'-e' ID•-0' Y-8' 12'-6• 60A IT-0- III p•-6' 0'-F 12`-Y iV-4 10'-7' 0'-r 12--8• e•-6• 12 -r BIG 12'-0• r-A• V-!• T-IT W-W 21 10•-F 8-6 12-Y 10•-1" e'-1 16-Y e!A IT-T T-IT 9'-d -10• 1 •-' 8 9•-10' Ir-3 Y- ' i2'-6' B'-t' 12'-0' eoA 12'-0' 8'-Y 9'-F )'-8' H•-4' 9'-!' 9'-IF 0'-J' H'-n' 9'-)' )'-0' it'-6' W-0 12'-O' )'w' 9'-1' )'-6' 1'w' B'-!' -r ' 6'-]' 3'-8' 1'-c 12'-6' 68A IT-0' Y-8' B'-1Y Y-]' I1'-0' 9'-1' 0'-0' 8•-0' '-8' y' T-!' 1'-Y Bet) 1T-0' )'-2" 8'-11' >'-' 2 Il'-0' 9'-1' 0'-8' Y-0' 1'-e' T-e' 1•-d' 90A IT-0• T-P V-8' 8'-11 10'-9' 8'-0, 9-0 T-ID• 12-B'>-]' f2-6' IDA 12'-0' d-IY 8'-0' -U' D'-9' e'-9' p'-' s r-m• rz'-e• rw rx•-d• m IT-0' 7'-1• B'-6' B'-B' 10•-6• r-Y 9'-0" r-w I2'-6' a-T' d'-11' 12'-n' T0A 11'-0' e'-0' 8'w" -w 10'-6• 0'-!' 9'-F 7'-8- 12•-Y a- It- 12'-Y 6'-11' 9-4• 6'-e• 111 S' -r 9-a 1' 2-Y e 2 o ' - 8-A'12•-0' 0 8 0 12'-Y I 12•-r6DA 06A 12-0• Yw' ly 2' 6'-3' 9'-9• )'-It' 8•-10' T-2' '-8• B'-1• B-B' i'-n' E6A 1Y-O' 8' Yw' '-J' la-1' 7-1r z 12•-e• Y-e• 1 •-e- 90A IY-0' e'-6' 8'-D' 8'-F 9'-0' r-Y 0'-9• r-Y 1]'-!' )'-19' B'-.' f2-6' IOA u•-o• 6•-r r s'-1• 7-11. r_8 . 1 1P 12'-8' %A 12'-0' a'-.• r-a- Y-r 6'-e r-Y e•-n' 6'-ro• 1Y-r r-Y e•-r 1Y-n• 9so 1]•w• Y-1 " r-ID• b•-2- p•-6• r-6• e'-6• a•-fY n•-1 8'-0" !I AI 400A 12'-0' 6'-T T-8' Y-9 8'-J• T-0' d•-Y 11'-9' T-0' 6'-0' 13'-8' 100.0 U'-Y T-8' S'w' a'->' >'-.' e'-Y e'-e 11'w' 6'-0' 1 '-6• lO6A lY-0' 6'-0' )'->' !'-0' >'-10' 8'-8' )'-1 ' T to 6'-0 1'-e' 6'-e' '-16• `-4' 1068 1 `-o I-9' Y- ' Y->' 8- ' - )'-1' 8'-J' b'-3' O'-8' e'-10' 1 IYM' SCHEDULE iD• (LIMITED LOAD. MULUCN SPACING & SPAN INSTALLATION) FLOOR TOCEILINO PPED MOUNTED MAX. SPAN fl FOR ENDS INTERIOR MULUONS FORA GIVEN A RO DESIGN PRESSURE at AND FOR IT-W CASEI &Y-0' CASES to&0 .MULLION SPACING ffl)' 4dAG301 MiL OE4�1eXcI MAXIMUM MULLION SPAN (m G IkGxTl4'THICK MULLION Gf /4Sx1l0'THICK MUW014 G7 2YTx1N'VICK MULLION 0MO; IUNIg (pwE) SPNAp (* • (I / (B)t AM I. �t IMI/1 t (mt fl tit (mt mo d0 M d0 TIV W :M--V D8) I7-0. S0.0 -6- 12'-V 1Y-Y -V 12'-e• - 11'-0' ]&0 IT-0• 1T-0 -- 12'-n' 11'-1 12•-6• 1Y-6' 40.0 ,r-o• W-6' 1r-e• n'-9' - r-{• r-e• n•-0• NO 12'-0' - lY-6' 10'-II' 10'-11' 1Y-6' - I1'-0' Gell1 00.0 12'-0' 12'-D' 10'-a' lo'-0' t2'-e• 6&0 I2'-0' 11'-e' e'-10" f0'J' fY-6' di tZ-0. 11'-4' 9'-1. V-11' IY-Y W-0' dOd 1" ' 11'-3' 9'-4' V-11. 1 '-r SBA 9'-0' 12'-6' 12--6' IT-6- t'-r = d'-0• 12--6 12'-6 12--V 12' w 1'-0• 4M0 e'-0• 12--6• 12'-0' IT-6' IZ-v 4&0 8'-0• - tY-Y 12'-V Ix'-6• Ir-B_ GAI d0-0 Y-0' 12'-6 12"-l' 12'-8' W-0' e3A 8'-0' 12'-6• 12'-Y i1'-0' IT-8• 111-0' 6D.0 9'-0' @'-r IY-4' 1Y-r - n'-0' WA Y-0• •_0• 1 •_1. 11•_A• 2•_0• 1•-0• S0.0 8'-0' 9'-w P-0' T-W A-9" SW 36A 9-0" 0'-0' e'-0" 9'-0• 0'-C II 40.0 8'-0' 9'-Y 46A B'-0• - 9'-0' 9'-0' 9'-0' 9'-0' 9'-0• 80.0 E'-0, 9•-w 9'-0' 9'_0• 91 law V-0• B'-o' 9'-Y 9'-0• 9--or d60 0'-0' - 9'-0' 9'-0' B'-0' 9•-Y GIEA 6bD B'-0' 9'-0' T-Y 9'-1. TOA B'-Y 91 9•-W 9'-0' 9'-0• M 8._0. _ g•-0. 9•-0. g._p. g._0. - g•_0. 9'-0' 8'-9' • o`_w C1L 6'-0' - 9'-O' V-9. 9'-9' • 6'-]' • B-0' I 90A 8'-0' - 11'-0' 8'-x' • '-9' • 9'-0' - 9'-0' 1 WA I 8'- ' I -x' •I 7'-0• 'I 9'-0' I 9'- ' 'NOTE: USE Sol' IF ANCHOR CONSISTS OF HILTI, HIC HUSH SCREW OR POWER FASTENERS, WEDGE-SOLT ANCHOR. SEE SCHEDULES t A 2ON SHEET IDA MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION OUTSIDE THE PX- SEAL/SIGNUURE/DATE SCHEDULE 2&' (UNITED LOAD. MULLION SPACING& SPAN INSTALLATION] WALL MOUNTED MAX: SPAN Ifll FOR END & INTERIOR MULLIONS FOR A GR/EN A.S.D, OESMaN PRESSURE AATING (0.e CI AND FOR 1T-0' (CASE II $ T-0' (CASE III MAX. MULLION SPACING (41- ' �GI MAXIMUM MULLION SPAN (FD 0 ArNO 'THICK kUWON Gf 4'xrxII4'THICX MULLION G3 2'xTxtl4'THICK MULLION ^•� fAGING wxa 9/KING i14D9A[W 1: at BEONT01 (' (B)t RD@]d /f "t ORp090D1 FI W )"RY1R40(4i / mt 1MNOfO1 (l at oomph A, (B)t DIO 1MERIOR END IN)ER:m INRROR END Im1VlXQ S49 12'-0' I2'-8 12'-6 12--6' 12'-6- 11'-O' XO ir--0 IT-d' IY-B' Wiiw 12'-0. - Ir-0' 4G0 "IT-T IT-W Wl W W-r 11'-8• 1 •_ 4111 1 --0• - tY-d' l0'-11' 10'-tt' 12'-6' - ir'-0• CAX P b0.0 12--a iT-0' 10•-A' to-)" 1 '-Y w-0• BSA IT-0• fY-0' 7-1Y fa-F 12'-r W-0• 0A IT-0' it'-4- 9'-e• 9'-11. 12--e• - 11'-p• Nd 1 •_ i•_P •_ 1• •_6• 11•_0• 30A V.w o'-0' 9'-0' 9'-0' 9'-W w-c YA 6'-O' 9--W 9'-0' 9'-W 9--w 9'-6' 40A al-W - 91-0• 91-0_ 9•-0• 91-W - 9•_O• 4eA 8'-0' 9•-Y V-0' 9--w V-w r-w WA 8'b' 9-6• W-A' 9'-T V-0' w-0" =D• = s'-O' - 9•-Y W-0' 9'-Y 9'-0' - 9'-T 0d0 9'-0' 9'-Y-O' 9'-0" 9'-Y 9'-0. 111 AA 6'-W 9'-6' '-0' 9'-w 9'-0' 9'-0• TbA B'-w 9'-O' 9'-0' 9'-Y 9•_0• III 9'-9' 9--0' g'-0' V-0' 9'-D' 4•-0' - 9'-0' 900 8'-0' 9 -O V-0' 9'-0" 9'-0' 9'-0' 9'-0' W-ly s1_0• 9'-0• 1069-0' '-0' '-0' '-0' FLORIDA BUILDING CODE .(Non Bip6 Velocity B0rHc96e lI 02011 m7c0 4VC. WM N: Nautilus K R9iMn, Si11ODCF $,lNlil 0"p, LIL E� EXPERT SHUTTER SERVICES INC. ,169 a E... Rdc ou ANv A xn ]a m]Ba crwoa..h vm )wn1-nn. Iwo S.x. mwn 8,8¢D i 7-Z44 r. • 4+9m,�-1m Part 51. WaE, ti JA984 v-s9: DtwedeAam ®-OW6)19 4MYL !A) ]•9-R1e . ht ]]]] A11-Cf9] WAe9f Ae 9N[[T 23 n M xiLLl[e A nLLh d. P E M1NLOn tit. 4 M}6l • SCHEDULE tc FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.s.t1 & A 7W' MAX. MULLION. SPACING (ft) x SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.). & AND T-0" MAX. MULLION SPACING (FT)* MAXIMUM MULLION SPAN(") MAXIMUM MULLION SPAN(M ©4-ANIM-MULLION Gt 4-18'1114"MUWON O4kTxi14'THICKIJ+B' FLANGE)MULUON @4"xnl/4"MUWON Ovi 419MW MULLION G2 xrAim-THICK 'RANGE) o�vcit flAIIKI iw a 1R (N p IX3k*1 I 9PAM ORE RA ON I OREMA H 1 () OREN A ON 1 OPoEN[A 0.Y 02 ORIEMATON 1 OR2MA ON 2 ORBRAION 1 ORtIX kTON 3 OAEMAMM i ORRMA ON 3 OPoEMA Q4 �2 ENO IMUDOR ENO tNiEPoQR IN0 IHRRNR ENO IMER10R END END 9TIFR:OR ENO IMENAR END 00 OR DN IMEROR ENO ENIENOR ENO MRRIOT JOA 40A 4dA MA i'-' ]'-0" T-C- J'-D' J'-W 2 11-8' 11'-6' 10'-8' IT-" 12'-8' IY-6" 12'-8" 12'-6- 10'-0' tt'-0' 12'-b' 12'-8- 12'-6' 12'-6' T-6' IS'-8' 9Y-6- tR'-6' 1T-8' 12'-8' ]-8' 12'-8' IV-Y '-8' 12'-' t3-8' t2'-6' IV-6' IT-Y IT-T 12'-8" 11'-6' 1'-8' 12'-8' 1T-6" 13-d 13'-6' 12'-6' 12'-0' 12'-8' 1S'-6' IY-6' 17-6' 12'-6' �'-B' 12-d 12'-6' 121-V IT-6' IT-6' I -6 1T-6' 12'-Y 1T-6• 11'-8' m J'-0' - '-D' 7'-0' J'-' IF-6' '-6' 1'-6' 1'-" '-6' IT-6' T-6' W-8' '-0' i •-Y 17-6- 1Y-6' 12'-6- IT-6- 12'-8' 1T-B 12'-6' 1Y-Y 1T-6" 17-6' 1'-6" 12'-6' 12'-8' 12'-6' t2'-Y IV-6- 12'-6' IV-6' 1Y-V 1T-8' 1S'-6- 11'-B' i7-V IT-6' 1Y-9' 12'-6' ]'-0' 12-6' 1T-5' 11'-6' IT-6' tY-0' IV-6- 12--8' 1Y-6' IV-5- 17-6' 121-6' Ir-8' 12'-0- BdA WA de.e T0.0 T6.0 600 4i0 WA >'-0' >'-0' T-0' T-0' 7'-0' T-0' -w -0' 13'-0' I2'-6' 1T-6' i]'-6' P7-1' 11'-e' IV-0' 10'-0' 11'-J' IQ' -If' 10'-B' 10'-}• 10'-I' B'-11' 4'-8' B'-Y 11'-6' IT-6- tY-Y Il'-5' 10'-11' 10'-8' 10'-0' 9'-W' 12'-6' fY-6' IT-6' 12'-B tY-6' 17-4- f3'-' it'-10' 12'-0' 12'-6' IY-8' 12'-8' 1T-5' 12'-6' 11'-8' 13'-6' 1'-Y 11'-ii' 11'-T W-Y 11--0' 10'-10- 10'-)' 10'-5' 12'-5' Y-8' 12'-V 1T-6' W-11' 11'-S 1i'-0' 10'-B" 12'-d- IT-6' 9Y-6' 1T-0' tY-6- IV-6' I1'-0' 12'-6' 3"-6' 12'-6' IY-6' 12'-8' 1Y-6" 1T-6' tY-6 12'-Y W-8' IT-8' 1Y-6- f2'-' '-6' 11'-11" IV-4" 1tl-10' 11'-8' 12'-G- IY-6' IT-6- IT-4' 1'-Y 1R'-0" >'-D' >'-Q' T-0' ]'-' T'-0' '-0' T'-0' T7-Y T- Y-' IT-9' 12'-1' If-' 10'->' --Y T- 1• 10'-Y 10'-5' '- ' W' 9' 9'-T' '-0' 1T-6- IY-1- W-8' 10'-11' 1'-2' 9'-10' 12-a' 17-Y IY-8' IT-8- 12'-5. 1T-1• 11'-10' 12'-6' IT-6' I'-6' 12'-8' IV-6- I2'-6- "".,. 12'-J' 1 •-11' 11'-0' Iv-Y v' 10'-J- 0'-}' IT-6' tY-6' 12'-Y 12'-B' 11'- 11'-0' 10'-8' IT-6' 13'-6' 1T-8' I2'-5' @'-B' IV- 12'-6' 12'-Y T-8' IT-6' 13'-e- Y-8• 11'-4' 10'-10' lY-6' 11'-8' W-6' 1 -0' 17-6- tY-6' 12'-6' 060 100.0 11" IlOA 1]n-0 140A 160.0 >'-0' T-7 T-O- l'-D' J'-0' J'0'B-4' )'-Y >'-0'- T-0' T-0' >'1'8'-9' T'-0' 10'-1' 9--f0' 9'-0-8'-1P 6'-9' B'-6' 6'-7 J'-10' T-8' T-P 9'-}' 9'-0' 8'-B' 8'-0' e'-}' 8'-4' 0'-2' 8'-i' T-W B'-w tl-J' 9'-i_, JB'-10' B'-Y B'-}• B'-2' e'-0' T'-B' T-5' Y-4 Yb' W-]' 11'-5' 11'-J' 1:'-1' 1tl- I' 10'-B' f0'->' ID'-6'8'-9' 10'-4' e'-9' 0'-b' B'-10' 11'-I1" i '-Y 11'-T 10'-10' 10-0' ttl-J' 10'-0' B'->' 9'-2' 9'-0' 8'-8' 10'-7 10'-4' 9'-10' 9'-9` B'-i' 9-} B'-4' 9']'d' 9'-P B-fO B'-8' B'-0' 10'-6 10'-1' 9'-1P 9'-0' N-5- 9'-J' 4'-i' B'-9' 6-6 6'-4' 6'-1 IT-6' 12-8' IT-6' fY-8' 12'-8' 17-6' IY-d' 17-8' 12-d'. f]'-8' 12'-1' W-9' 1 '-Y T-1' iM-9' 10'-B' 10'-2' 0'-il' B'-''t2'-8'>'-0' B'-8' 9'-Y Y-ii' T-8' 10'-5' 10'-1. 9'-6' 8'-8' W-Y 9-10. -J B-2 T-f0' T-B T-B'. J'-5' 12'-6' 12'-8' 17-6" 12' IY-6' 13-6 I]'-8' fY-8' 11'-B' 12'-6 3'-5'. 1 '-6" 1p 30.0 166A 60A J'-0' J'-0' >'-' -0' T-0' T-0' T-0 T'-0' '-0' J-0' T-0' 10'-2' 9'-10' e'-V 9' ' 8'-B' E-8' 8'-4' B-Z J'-f0' >-8' >'-Y '-4' 9'-5" '-Y 9'-1" 6'- 0' B'-8" '-J' 6'-s' 8-P B'-2' B'-Y 8'-0- '-11' 9'-Y 9'-}_, '-" 5'-}' B'-Y 8'-0' -9' T-5' )'-4' '- ' T'-0' 11'- ' _I1'-}' 11'-0' W-9' 10'- ' 1D'-8' 10'-4' IF-i' ID'-0' 9'-10- 9'-9'" 1' - 0' ' ' " ' " 0' IT-2 IG'-0 Y-10- B'-B' '-]' T-5' B'-4' B'-3' 9'-Y 9'-0' B'-f0' 6'-9' 8'-8' 0'-T m f0'-4' 0'-1' e'-10' 9'-T 9'-S' 9'-J' 9'-1' 6'-fl' 0'-9' Y->" B'-8' 8'-C 8'-Y B'-1- tY-8' 11'-Y 1Y-5• 1S'-B' 11'-6' 13'-6' ❑'-8'tY.O 1]1600 1] 11'-6'@'e•1DOA 12'-5- 12'-2' f0'-}" IO'-1' 9'-0' 9'-1' 9-12}A d'-Y >'-10' T-5' ]'-S" 13'-6' 9Y-6' 12'-6' 11'-6" 12'-6' 13'1dn0 IT-6' 12'-8' ULLION MULLION SPACING: "S" - 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. e 2Gu m]w we. Nautilus "a" RSRTAyshutlorsy6 wJx4n L ECOINe, EXPERT SHUTTER SERVICES INC. 1638 V, LVIIE, M 3T901 POM 5<, WC2, R Jf9B1 ..__I wrz jJ-244 M.9 xe NG k [NGINRNN6 MNVxxP FA �+. AN�w "-°�Ao'i7'im.rom tut sxW 2s wn s