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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 F ' i^a:�- �'3c' �`r aCIS Home ' lug in user Registmtion Hot Topic Submit Surcharge I Stan 6 Facts ' Publitations - Contact Us SCIS Site Map links : Sea¢h { db"Productyr {�,�> m Approval USER: Public user Pmdutt 801"CiRval Menu > Pmdvtt or A001 Semth > Auplkaron rst i Application [Mean FL # FL12246-R4 Application Type Revision S Code Version 2017 C,y Application Status Approved St �1'ryFO Comments UC7e C Archived ❑ °�114, Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit Jr., P.E. the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code PE-44167 National Accreditation and Management Institute 12/31/2019 John Henry Kampmann Jr. Wj validation Checklist - Hardcopy Received FL 12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.POF Standard ASTM E-1996, E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4O Vli 1 tC... 4/29/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL12246 R4 II EXPERT SHUTTER SE VIVI-CES INC DRWG 17- 2_44—MF Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 Created by Independent Third Party: Yes Evaluation Reports (basic protection only). Pressure rating: +30,-30 p.s.f. at FL12246 R4 A -EX -PERT NUTTER SERVICES DRWG 17_ 2(1 span and +160, -160 p.s.f. at 8'-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and 244 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes spans. Back Neat Cone:: 2601 Bliair Store Road, Tallahassee R 32399 Phone: 850-487-1824 Tie State of Flori is an ANEEO employer. CownaM 2007.2013 State of Florida, :: privacy, Statement :: Bccesslbirw Statement:: R fund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in msponse to a public -records request, do not send electronic mail to this entity. Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 850.487.3395. "Pursuant to Section 455,275 (I), Florda Statutes, effective Odober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Tie emor provided may W used r official communication with me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Il>R Produce Approval Accep¢: C xk U Credit Card Safe https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV li 1 tC... 4/29/2019 o h N m v = § ;aaA» m�- cx- is m o _s zcz a 'o I.,s .P o i Nm 6N aS oNaaz 40�j o�z o' cmf [ o cm� - - a , o N g�FF EO�..o smN �e 2 meL mS S�� x��^y�m�3 F C $S xi =o^�m_m ^s S rfS"o �k2" ��orNO coF£ t' ox� m=gg 8 cFiea v^^ R Co-. mzn "";xv� m N mxoo No m PU n N3N39 mm � G m sag In ''" pop §:- pza Ag m g gm �"ai$'oaaz ooso�mF §a §� "yo`c p`mo F§� s a �u'mFi = �-fioi�os3 o 0g�0 or7 �maN �mv. s �. o mm �z o a ^'% ma �\, o a �'m 2 ��s_a N " oz1Nm oox �A _M" g m € ^z :m ym�9=o=i i ma § 0 6 a iN va H u �zz i9 m x m a cMSi o§m nm4gg ovo P4xm 3g� Yn ppom ^Y v .^ RHN 2 oo_ocn z-mo ^3s oN m^ o o o x a m o um > o L azm a Nrnn!^oo r^o i —Z y< " o�N z�m m m 8$ a=u Ed �$� 0 �" o v a a �� CAA I am a s � _ _ ^�� a =a go SY5 2-uoi Fm €^Q 3a uo o s oA �_� s� m gg m= gz^ m s a a. m o g p N \N0 0:w m IUI 1 N m 6.9 yv >aa n sms �o� a`cs n� �aN M. �s � ` p Z•�i xo�ga i:§ os-f. 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A wnuuaElmwsm a,." � +;k, mm _$ muaxYaoTroswloEEiwuD.mn mun' - nxNlyll�ealuwanilwin.lwl>,-.en OPTION 41 OwNOLRXiO � OPTION N3 IWWA9EN ry A 1 v„ EIIXx SxµVFS55RII 50¢w �. miEDwm/uLStn �� eye Yf § w. � tacansnanee wtlnmeauvE [E]s CWYLwE9,B4a5�•••• RMO ELLV O¢r vs FY'1g1A I¢10 (naorspsimxcnp, aa•�' 'e , � EL�tE8,8KNGEpsLFinatnp ® STARTER SLAT •^�''� .mn-� .g eouiENUuwautoY 1 DETNL:e]?-` ©SSE SLAT WSm µUMMM NIOY I EWe.I?.rL F—[om• eacr I 1 OE BUILD-OUTTUBE 6RY1e M I. NLOY ..LE 'l?-I' QF TRAPPED ANGLE © 4x6MULLION G1 4.8 MULLION PoE1tEHUlYNUMiIIrn EWI-mullMlxuMllxOr EOII.m NUNpWINLOY ECUE"?.f S^-fLE x•f SUIE: •x.t COMPONENTS m E1 BUILD-OUTTUBE EOElxe.UMiw/MULDv SGLE't?,I' 44167 . .w, .1. ACETAL BUSHING NSEw0V11q)E/, awry p f .I xs' e1dr+D 4FC9. TEnseewdnLwmLa E2 BUILD -OUT TUBE IENSLE npE55 aiMEN flm9b FLE].uxx EmuuSxOEX NB11S03U1(MII.INIDY QD],.0itll➢RPLLY:45WM wl�e yr-r .ur E3 BUILD-OUTTUSE lCClm OW.uiXUAI OtLOY 'Fl�y� OH 114-OX314- ITWIBUILDEX TEK SCREW OMUORSTEEL SVIF:f?•f OI 5118'0 D WMUILDEX TAPCON XL ANCHOR .Mn mfL V1e �?•I• C OJ 318.0 HILTI, INC. KWIK BOLT 3 ANCHOR C 80STEEL wu:,?• f I:IDIx mn= wf CO ©RETAINING SV . 1SCREW, BUSHING E:I?-r wpm]' ]wi OK STORM BAR mS�l6 [tUMIMIMNLOY SVIE'. t0'-I' FLORIDA BUILDING LODE (Nan Rigel Velocity Bunicene 9oneJ Nautilus LL Rolling ShvNar Syafem m�x��n I7-244 MM� X. :1 ,xm 2 .2o 2111 a 12 o 1° 1 SIDEIEND CAP 2 HOUSING (BACK &TOP).040 THICK 3 HOUSING (FRONT & BOTTOM).040 THICK © '�• 4 SPRING BRACKET 5 SPRING ASSEMBLY - . ® 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) •.� 8 SIDE RAIL (COVER SECTION) 117' 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT S 12 TUBULAR MOTOR low,13 MOTOR BRACKET 0 14 SPRING, GEAR & MOTOR BRACKET BOLTS y ° 0 15 HOUSING (BACK & TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION) FASTENERS 4o� 17 HOUSING (FRONT & BOTTOM) FASTENERS 4'18 END RETENTION ASSEMBLY 0 19 OCTAGONAL AXLE FASTENERS p 20 60MM OCTAGONAL DRIVE CROWN S 21 CONNECTOR SLEEVE .�j 22 GEAR - PLASTIC OR ZAMAC CASING 0 23 UNIVERSAL WITH DRIVE SHAFT 0 24 60MM OCTAGONAL IDLER END as 25 IDLER BRACKET WITH BEARING d BOX & END QAFP-gSSEMBLY COMPONENTS 10 RORIDA EUHDING CODE (Non High Velocity Hurricane Zane) ® / W.44167 cE°n raxm we eaw ec it •�• e .._�?— 5# RonIny Shutlor System m/xcyn s 4;._ —:� IL ECOera O 90`•.y [p/ wW : nun•rznlxc axaxEExn+c. couv°xv EXPERT SHUTTER SERVICES INC. �• • � V p�a- � \\\ rn. .m °I8 SW. BhlvtlFE BfeEfl I i-244 .mF11O C� 1 - t CteceOaxeom pumw w '�-S/ONALF• d'' ce-ocosns .�: aaat n..w..c n n,-e.w Wnl Jn P.E P.E. $W'SC2ISI°!tDAM .1. '. 1 'N111 BOX �Y/6 & Y/7 rBOX D V/9 �c REw V/g a REM � Y/6 & Y/7 END CAP 1 @I END CAP END CAP L END CAP #2 SLATS sins .12 SITS @J I p FLATS BUTS @A P 3 -SUITS 1 SITS ps S — scars SUITS 5 45 0/8 suns 0/8 �0 6 SUTs 8 0'/6 0'/B O'/8 OVS sins _ #7 16 SUITS Sur j� ( — surs D (Typ. Ea. END) (TyP. Ea. END) 9it SUITS I slurs TO Pd D ?to (i SLATS SUITS / / /% / //! // // i STORM BAR BPACIN B �Y/6 & Y/7 (SEE SHEET 32I �/ �V/9 V/9 DY/6 & Y/7 (s[E scxDI Out 1s h zo) TYENOTE; NGLE UNIT ELEVATION W/O STORM BARS Ma.. Sur SPAN y,( (SEE SCNEUUIES tll ANCET D)�"M1 EE SHEETS 2 & 3 FOR COMPONENTS NOMENCLAT TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. Em 'EN A SHUTTER HEIGHT, R CASE 1: SHUTTER HEIGHT EOUAL OR LESS THAN 11•-0' APPLICABLE TO INSTILwnONS W/O STORM BARS. W/ STORY BARS OR All STORM BARS h MULLIONS W'/ HEIGHTS UP TO (o) CURTAIN SHALL START W1 11 SUITS AT TOP, FOLLOWED BY 02. J3...... THERCU11R, ALL THE WAY DOWN, EACH SLAT p SHALL CONSIST OF MIN, FNE (5).BLAIs OF THAT SUIT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW pl SwT SHALL BE CONTINUED UNTIL TORT SHUTTER HEIGHT IS COMPLETED. O"ITY OF ANAL SUIT NUMBER wsALED BEFORE BOTTOM SUITOR IMY VARy WRH SHUTTER'S HEIGHT. (0) BOTTOM SUITOR MUST BE ALWAYS INSTALLED. Y+ `I,Ip�„`GSF ,%: SHUTTER HEIGHT LARGER THAN IV-0' APPLICABLE TO INSTALLATIONS W/O STORM A j V ry' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS MID W/ OR W/O UUWONS W/ HEIGHTS LARGER ICON I Y-D'. OWNQ• 441 C.01z TrtrtT II RY 1 Vu L (a) CURTAIN SHALL START W/ /1 SLATS AT TOP, FOLLOWED BY @I. /J...... THEREAFTER. ALL .�.: {T is i Nautilus 1 THE WAY DOWN, EACH SLAT @ SHALL CONSIST OF MIL FM (5) SUITS OF THAT BUT � ROHing S'hRHar JglfoID N/a/IT NUMBER. PROCEDURE FOR ADDING BUTS DOWNWARD BELOW @I SUIT SHALL BE 4':, I L E C O INS. aATT caenlNuco uxm @lo SUIT Is INSTALLED. AFTER 110 SUIT Is INSTALLED. noDITIDNAL @ID 9 ''�" f pp�� V p` nuli rznlx0 a [NGIN[9mG coMv.xr EXPERT SHUTTER SERVICES INC. BUTS DUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. O ()f' . 17-24I 1 �' \ 1 FOR St. LOGO RE 31931 (e) BOTTOM SEAT OB MUST BE ALWAYS INSTALLED. '' SIONA��L�IIf L� ; -.1. °W 1BI1 r' ,vvH HWnO Don is-vLa. i+?i°:N_en. P.E. REAL/ RE/GATE WOADA Lb. F AAlsi oINH • arzc END CAR I i I, x �N ?= c f° Csw 8 (Typ In jv 1 i Nee. 4ULUON SPMI14G I-- (SEE SCHEDULE —.4 ox SR.Ms ». 9a & 96) �W-I/10 Tor©Or OR W-2/11 OR W-3/12 OR W-4/13 BOX 'I �I 1 II 11 11 I I I I II I I !I II II II I I II 11 11 1 I I I II I I II II II II I I 1 1 1 I I I I I I I I II II 11 , i I II II II I1 II 11 I1 i t 1 R/8 - Or -R'/e or R'/e I I II II It I L 1 1 !�:.; 1 I I R/g or I R/8 or R'/8 7• . ' 7/i i / ®W-1 I Max.13 SLAB T SP/u`1 -I ill '/:" i •? s✓ ' /!S '%- ..; ' 10 OR W-2 11 OR j W-3%12OR Max. SLAT SPAN SPAN Mac 5(A7 SPAN /1 SLATS /2 SLATS 13 SLATS e4 sun 05 SLATS /6 BUTS P swS SLATS /\ (Typ. Ea. END) 09 s1ATS (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTAIA MUD W CASE : SHUTTER HEIGHT EQUAL OR LOSS THAN 11'-C'. APPUCABLE TO INSTALUPONS W/° STORM BARS, W/ STORM BARS OR W/ STORM BARS & MUUUONS W/ HEIGHTS UP TO 11--0-. (a) CURTAIN SHALL START W/ 81 SLITS AT TOP, FOLLOWED BY 172. A03...... THEREAFTER ALL THE WAY DON. EACH SLAT } SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NU1eZER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW PI SLAT SHALL BE CONTINUE UNTIL TOTAL SH ITER HEIGHT IS COMPLETED, GUM117Y OF FINAL SW NUMBER INSTglEO BEFORE BOTTOM SLAT FLAY VARY WITH SHUTTER'S HEIGHT. (6) BOTTOM SUTQB MUST BE ALWAYS WSD4IED. R& ram, SHUTTER HEGHT URGER THAN II'-C' APPUCABI£ TO INSTALLATION W/0 STORM BAR AND Of/ MULLIONS W/ HEIGHTS LARGER THAN (a) CURTAIN SHALL START W/ /I SLATS AT TOP, FOLLOWED BY /2, /3...... THEREAFTER ALL THE WAY DOWN. EACH SLAT i SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SUM DOWNWARD BELOW (1 SLAT SHAEL BE CONTINUE UNTIL JIG SLAT IS INSTALLED. AFTER #10 SLAT 6 INSTALLED. ADDITIONAL 110 SwS MUST BE USED TO COMPLETE ME TOTAL SHUTTER HEIGHT. BE ALWAYS INSTALLED. or W-t/10 OR W-2/11 DR / li, or G or 0 ® �W-3/120R W-4/13 � v.. grant BUR SPADING Wc. MULLION SPACFIG 1/ o NEAR (SEE sO1EBIRE Os SHEET U) I-- (S'E SCNFDUIE —"'I / P V/9�fV ! ON S1RTS 24. 25 & 26) END y h .�N1 n^ T�„ Z. G l ® S wppo Q/8 Z Noow So Zu A 22 11 $ W (TYP•) _ R/8 Or n j — R'/8 i i II 11 II 11 11 I I 11 II II i p3 3urs Fe scars SLATS (6 i SLATS /) � SLATS R/8i—� °r 1-1 FO R/ � sun D (Typ. Ea. ENO) 8 P 8SP 8 i I I D 8. I I I I I 1 R 8 i I 11 I 1 n II R'/g 1 B 11 11 N "1TS I 1 1I II r1 SLA • � �J � � � MAX. SLaRN e<x sPACIH (SEE SHEET 22) I � W-1/10 OR W-2/110R B I W-3/12 OR W-4/13 I � V/9 (TYP.) I Mo.. SLAT SPAN Mc.. SLAT SPAN •J Max. SIAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. . 7/(4 ER AEiv :...,........ Tom,, FLORIDA BUILDING CODE (Non Nigh Velocity Runicane Zane) . 44187 ? °Ton ruAEw me Nautilus ""�c�' 77 ' RotingSAUNeTSya(mINC A e/IJ o.,< EXPERT SHUTTER SERVICES INC, 1626 S.W. RTIIGUE STREET • O D ' -eT�—� 1 nun rzmxa9& EHILNOCRlxa ..PA., u#xY M1 L!te o E: 11 S% 1 �FIFIF r,,.Im.,.., POW 5T. WOT. R n-2aa L - xmwsaoeamn OOOn,9 ry RAA 'Ln A. YE. HDTV Il.. / ,eln ILL Pxac Leml )n-sne . ru: Ina SxCR 5 rsN P.E. 5 IGNALURE/DALE ' 5/I8'. TMCONS XL \V/ POURED CONCRETE' 5/I6'0 }RnCONS XL W/ 2 1/4' Min. EMBEDMENT h 1.0.0.4460" GALV. )•iY}1/e' OR 2'A6'vl/B' ALUMINUM JUDC—. ^ 1/4•0[3/4' ITV BUILOEX TEK. SCREWS R I/4• Min, EMBEDMENT h I'O.D.c0.060' G/.LV. '/ REO'0 SrEEL WASHER C 24' a.c. / w/ 1' O.D. 0.060- GALVANIZED STEEL STEEL WASHER O U' o.c. / /. / % / 5/t6"0 Min. 1. n w % I I/4' Uin. EMBEDUEM / WASHER O 24" e.c. O 24- o POURED GROUT nLLEIE OR RERLLED " / PWRRO CONCRETE OR GROM CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. ( WALL REDNRED. _.....J_ ____- v_l ;; r J EDGE OTC OPENING OPENING ' M ' / EXISTING i XST _BBN. O EXISTING }t S CUSS-�I II GUSSf: /: o SEE ANCHOR. SEE NlCnOR SCHEDULES ON % i �I i w SCHEDULES ON�--. SHEETB 18. 17 / rc w SEE ANCHOR SCHEDULES ON C -p---O "• p w SNEETS 16. 1) h 18 o>P� SHEETS S 16. 1l 9 it C h 18 3 A p A ' A 0. Min. SEPARATION TO GLASS �W Min. SEPARATION ) Min. SEPARATION / (SEE saLBULEs. E7BEPoOR $ TO GLASS (SEE SCHEDULES, Ij �� s IXIEItlOR Cf i0 GLASS I (SEE SCHEOIRES. ; �' i 1 EI(fERIOR kN SWEET 15) sue- OR 5SCH 15) � ON WP 15) 1 S O F V Y / 0/8 / OIg O 0/8 i p/g 0/8 0/8 POURED CONCRETE OR GROUT FILLED / X ` / s POURED CONCRETE % {t ! CONCRETE BLOCK POURED CONCRETE / '- OR GROUT FILLED CO., G WALL REOUIREO ; OR GROUT FILLED CONCRETE BLOCK J / J REOUBLGCK RED. " ALL PEOUIREO. F' : P CODE OF OPENING OFGfNING I : { f B II O " B � I \J 2 1 —EFO L-1 I/211 1/210.062'40M. NUM. L2'N".0.062 '.COM. XL 5/I6'0 }APCONS W J / ANGLE %V/ 5/16 0 TAPCONS XL W/ POURED CONCRETE / I 5/16.0 TAPCONS XL W/J '( ALUM. ANGLE x %/A' Min. EMB[0 ENT Ain. EMBEDMENT 0 24- o.c.. N'b1 lui Min.) REO'D / 2 1/4' IAi. EMB"OMENi O x4- o.c. / O x4" o.c. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUIL60UT MOUNTING SECTIONS.1.1:'�'s :T!?4lr .,• •' •. ✓ FLORIDA BUILDING CODE (Non RSH WI.6tW Burrimn8 ZOm) INSTALLATION DETAILS ON EXISTING POURED ,! ►m.aa,s7 `:. C$01'��'�� Nautilus CONCRETE OR GROUT FILLED CELL CONCRETE : � '*:-��°:� IL Eco1NG. RPRIn Shutter lS an' ° �C •'•. wT rzsnxcecNylH[RlNc coNFAM EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS 9 - ' row ti• k• \ Q •' crru; n Y:ee rr.�.i(m :Ovbn-mi 16i6 S.W. BATl10PE STIt[FT Ii-244 $CN{i J/Ib' I' [�at{,�1. /y`{I \\ 1 Qllt`• .� C 11 1 (Cp •'•••....•• K 11 }:u.ra tlle[e4oal.ean [6-000en0 PORT SL LUCE. R 24984 0.o4x: «1fw-0ae. ru: n»en-wo pllnHe w (�" ip /DA}E WN]FR A TWl Jr. B.E. RPROI, Lk. A 441 J SML[1 6 W.]6 A•l Ex61w4 PODD— MS.. WCOp 5/16-0 WOONS %L w/ 5/IB'c wcous Al R'/ 1PUSSES OR RAFTER 1PIISSE$ OR 0.VCER rk /3• x,n. PFx E(IURcx 3 ,/3' YIn. Poh", gN 111 .1/0 CP / -I/.ba]/Y ltW EUiLOEx 1',1',I/B' OP c]/.' IIW BUItCIX EtR11N4 w000 % 10.0.aOD60 EKV, tl OD.nO90- GILV. lEN SLRCNS N/ I_Ex SCPCNS _N/ EXISTNG VoOQ ' [1-' 1/8- 2'..1/9' FTPVSS[5 OR MRFR STEEL rvA4rEP 3.- c. BUSSES W RYIER $,FII w/$xeR o 3.' o.[. - NU4 1L9E 140.=0.060- PJiV0.Md'D yUWWN TIBC 1 40.,0.060 LLLVAVQro $RM WASNW O 3. na STEEL RASMF O 11- e.o ]/16-e r.,cs xl_" S/I6'c tsPCOxS A PDvohon PFHc7w.ITON e 3f a O 3 e v'flENPED ' � I (}363.OnCOM (3) 33•x6' 001, }',6 m w 0A@ COrl.FEOUIREO }}6- COW, I wW0 XMER � ME HWM 1 ( i � \ I REONpE➢ ` �, � p[ON2[O \ „ ` . 1' \ e8 ,yy n EmE Of i FDLf \ _ CC4e I` \ � p fDGC I ovfxwc i \{ M OPENvq i M OPfiNlNO �\ \ o O,MPO I �l i D g ` 1 YYY D I EM!STNO I I N.99x� I{ I IXlsilxG I dd E%ISr NO YLsss i DEOR B Mx0) I GI SS IX DOOR S OU 5 2 W H eSIOSO) I A N I i) (am A N DiMi )). I A t I �IOR LET I 1 SEP/AAI'/N vl ! EYIDWV (1) 1'a1' CR I v -+ (3) 3•.i Op m �p CONL W000 r0 LV55 I I }•x6' CPYi. I4 SIO 01A55 3',6' COM.� I 10 4'JSS .3 f (sR SpIWt wl \ VmOJ $ND ROCO $NO 9¢f A) srvo a le• I` 3 \\ A A 1, 1 mlmu o, I O.G. YAx. I ! EY31 z61 `� t \ \ W c 16' O c. �5m1 ].>) wL6pR°wwro I. sofLu3 a aJ ul POO SMEREO REMMEO. 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(SEC SHEET }0) REONRfD. (SEE SXE9 }0) B CONCRCTE SUB (SEE SKEET 10) REWIRED, (SEC SNEEI 301 B E ` FEWIFED. I WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING BUILD -OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIaTKG. WOOD BUILDINGS N.T.$P JGENSte' FLORIN BUILDING CODE (Non High Velocity Hurricane ymrc) * gq�gy iit o3onmrzww4 Nautilus le 1L ECOINe. Roll shuNerSyafom ge/t p, i6, •. ( P �`�T `-. r�O/iALE•�''6\�d�j11 )11 .Iv.. o+h�x=rssoo. er.,.is: D[irom x �n uu wx: v R wel rSTREEil,r 1D7e—n 2lcA4rLwr rcmucLNwxLvwc rouP.xrEXPERT SHUTTER SERVICES INC. POi¢'n.3084 wkTER h w I er. PE. P.E. 5'� SIEN RE/DAEE `Upa ue.1. / 11,8) m 1 rr as 11 A 1/6' SNP FLUSH MOUNT (WALL) MULES ON 17 & 16) \% * 0/'oc. oa L%o-'sw Ll o.¢ ije' ¢w U "' " �\ CR I/2'. I/4' ro' sw � SECTION W/ STORM BARS ITRAPPED MOUNT BUILD —OUT MOUNT SECTION P—P LPLAW BUILD —OUT MOUNT stye/Ie• - +• SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) ORIENTATION #1 ORIENTATION #2 WALL MOUNT END MULLION WALL MOUNT END MULLION SECTION R—R (PLAN) SECTION R'—R' (PLAN) ORIENTATIONS 11 k #2 ORIENTATION #2 WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1 G2 SCV.C: I/. - +• SECTION 0'-0' (PLAN) ORIENTATION1 WALL MOUNT END MULLION 2's6' SLUDS Emm. (SEE SHEET ]0) (SEE * I G ON SHEET EEt 21) p1) ALTERNATNELY TO HO, A M.S. cEw+000� ,; , w/ NUT MAv BE usED SECTION Q'—Q' (PLAN) _ FOR THIS CONNECTION ORIENTATION #2 WALL MOUNT END h INTERIOR MULLION I.m i.m ]' CR 1' �oH E3 11,pp....•••-.., HpOER �Tll�r� +h'. ,/ �, �. SF•''�� ' iLORIM BUILDING CONE (Nan High VNocifY Hurtiwne Zcm FLUSH MOUNT (WALL) BUILD —OUT MOUNT U SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS 1/2' Min. E.0 3•-yI4 3 E.D.-J' 1/2' Min. ED FOR 3/8'0 CAANC HORS CHORS Min. E.D. FOR 1/6b SOLID -SET ANCHORS (4) 3/8'0 CALK -IN ANCHORS OR (4) 1/4"0 SOLID -SET ANCHORS OR " Min. E.D. 1/5' Min. EO 4- Min. E.D.—I FOR 3/6'0 MAX EMT TZ EXPANSION ANCHORS / (4) 3/6.0 DATA GMT TZ EXPANSON ANC60RS OR (4) 5/16.0 TAPCON XL ANCHORS (4) ANCHORSO PER STORM BAN CONNECTION. 1--J I/B' Min. E.D FOR 5 I6'. DPCON XL ANCHORS / 1 ]' 1'r SEE TABLE 2 ON SHEET 23 EDGE OF SIAB IF pPPlIC0.9LF I EDGE OF SIXES^�- 5/I6'm TAPCDNS XL W/ 2 1/4' Min. EMBEDMENT - 1 r (TYP TOP k BOTTOM) / IG RMIG PLAN i~FABIE @ I'00.0.060' CAW. STEEL WASHER U 24' O... Li-- K E%IERIOR 1 4• Min. Y. T. POURED CONCRETE 1', 2' 0 0 POURED CONCRETE �J AUMMUM •ANGLE F(($ SIDE WAi (I'c.] Km;) 5' min m THICK REQUIRED p (I'vJ NOiJ 5- min. I 5/t6.0 TAPCONS XL THICK REOUIFED T' 0 O (2) 1/4-6-14.3/4' ITN$UILOEX TEK SCREWS TO STORM EAR g I W/ 2 1/0 Min. I EMBEDMENT k �� 5'� UK (FAR. TOP k BOTTOM) u I STEEL.WAS E wl'M. STEEL WASHER O SECTION S- S II II ( 24' an. n ]' O A BOA IMCpNL scow MU" r I F I i n I I K I W3EW2 MN NK9IP i" Min. FOR BOX ;I VANU ZONE _-•L 1-3 t n I DETAIL A 4 j2' Min. FOR I' HIND ZONE- I { SEE STEP 3 Oa. SHEEN N FOR SPECW. iRFATMENi FOR VIWD ZONES 1 iHgU ] � . * I/4' 0-20 OR ]/B' m-16 MACHINE SCREWS USED JOINTLY W/ 1/4'0 . J/4 SCUD -SET OR 3/6.0 . 1 1/4" CAI IN ANCHORS ry 4 n 1 Min. FOR A RES]ECTNELV SPLL M UFT TOGETHER W/ ANCHORS AT THE TINE 6 Nr �l. 1'/IND 20NE�"; - I STORM. BARS ARE REMPJEO. (SEE DO. A), t �'" 1-] t EXfUiIOR in Min. li SEPAPATIDN TO I u 'I I I (2) ANCHORS' PER GI A, Y I: (SEE SCHEDULES ONI A � � 2 Min. FOR n I I D STORM BAR CONNECTION. TABLE J ON SHEET 23 i; SHEETS t5 k 16) I j= WINDZONE�1 r r BEYOND rSEE I(Typ. TOP k BOTTOM) m� y w Ir 4 I I MENDS Z y1 qJ Min.. M (2) ]I6b CALK -IN ANCHORS OR (2) 1/4% SOUR ANCHORS OR 0 SEPATADON TO I -SET 1' 3 W p K I /� $ --- J GIASS I 1 (SEE SCHEDULES C4 ;, A (2) 3/B'0 KvlrK 6DLT R E%PA451D4 ANCHORS OB 1' V li u I BEYONDq SHEETS 15 A,I6) M1p (2) 5/I6'0 LAPCON %L ANCHOAJ 1• I GVSSNG-^+ I r K DMRIOR iT EXISTING 1i ® )i ® 2'.2'd/810•-5' (6063-76 A1101) GIlSS �I r °---�-b-----I Si 2' O ALUMINUM ANGLE FA SIDE w/ (DATOPM 5'- SCRTO 1N3/4' ITV UILDE% NIX (2) 1/S4-. m STORM BARdTOP/EDDW)' n I I . (iyp. TOP k GORDON) r S II 0 o SECTION S1 - 51 mP. Lw/wIT-M) I (M. TOPR)E K) i ,2 1B y4 Min POURED CONCRETE/ MIN. E.D E0. - LI VZ'At 1/240.O62'xCONT, ALUM. 0 0 (Vc-3 4mi) 5' min. THICK REQUIRED 5/I6.0 TAPCONS XL W /� i E AYCU W/ 5/I6.0 TAPCONS XL W/ T 2 1/4' Min PAREDME14 a N• o.c. ��.f� �� i, I/i i.4n. EFIREDHFNP'r"• a :.• m.9. ER�� /�/•,-•.•_ EDGE OF SUB CONGA '1w �it7 xGREIE EDGE OF SIAB WALL THOU t1I1 VT • IF APPUCARE: 5- mn. TACK FEW. I IF APPUCAOLE ;• �}GENS •'., �9 :• FLORIDA BUILDMG CODE (Nan Bigb WI.dt, tlurH.An Tax) L�4 1/2' Min. -.D�-N I 1/2- Min. ED.�FOR CAI 3/8'0 ANCHORS 'Ain. E.D.—�I r ]' Min. E.O. I -FOR 1/4.0 SOUG-SET ANCHORS ? TF • aa1s� : cIDO nU . wc, Nautilus kWIDl lm LO 4 'Ain. E.D.--1 �' in. E.O..-t-FOR l/R'0 KNIK 80.i R EXPANSION ANCHORS4*, /R' Ala E.O.--I ]'--r-3 1/B• Min. E.D.-4--Fon s/wo TAPWN xt ANCHORS ` 9O'•�<'S `�� L R011ing SM1uMar Sys20m t nK/p rt � EXPERT SHUTTER SERVICES INC. E l�0 •' 11m1 TEMINPS [NGWEERIHp -.,MW �pnYn-�vi A•1 1696 S.A. B0.1NWtE SIRDIF FLOOR TO CEILING I TRAPPED AND WALL MOUNTING: STORM BAR n - i 11 =. S'/ .0 w.Pi am r�-�ii . eMn - nv:C u�omi s,=�:B' n; °i=6:r 1)-144 SECTIONS V 4( IAIIL GGG J IIIII ®40mm6T19 WAPFR I. ,ILL, A.. Pi. s^_4F 3/16' - 1' P.E. S�WfrC WRE/GATE Ft % A;. / m' 1 x zxm 9 aim - Min E -9' Min, AB EDGE Of SL IF POURED CONi (('a - 3 kN 8' Min. THICK E G I. Min. 0/8 OF R/S or R'/8 (DP. Min, e,D. OR (I) 3/4 m KPIM BOLT TZ EXPANSION O END AND INTERIOR MULLIONS ©& ®(ORIENT TION 11) µD ENO XIULLIONSOG & GI (ORIENTATION (2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION )'Min. E.D. ANCHORS O INTERIOR MULLION (ORIENTATION IS). EOCE OF 6UB O RIAaIb.RlE 3'r3'xl/2'e0'-4' 16061-76 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION4& (1) 3/4.0 KWIK BOL TZ EXPANSI01 ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (TVp. TOP & BOTTOM) 1 1/2' —1 1/2' XTD60R O—II(I 3'x311/2'.0'-6' 4- T6 ALLOY) Num. I Alum. µGAF EA. SIDE w/ _Tf' (2) 3/4-0 TH U BOLTS t0 MUWON& I I/2 (I) 3/4% KI BOLT TZ EXPANSION ANCHOR 1 1/2' w/ 6' Min. EMBEDMENT TO POURED CONCRETE (TVp. TOP & BOTTOM) -, SECTION X1-X1 W/ (G) (END & INTERIOR & INTERIOR MULLION OOR Gi O (W/ ORIENTATION N 1) (6"W) 2'— (6061-T6 ALLOY) DWIOR Alum. ANGLE EA. SIDE V,'/ (2) 3/4.0 Till BOLTS TO MULLI04 G & -(� 3* 1 ® (1) 3/4-0 KIVIN BOIi i2 I GI 1 O/8 OF EXµS104 ANCHOR P VI/ 6- Min. EMBEDMENT TO R/8 OF POUTOPB&DBOTTO CONCRETE)Ty, R /8 n a- MMOR 1 1/2' rY"T r SECTION X1-X1 W/ (G� " _ 1 POURED CONCRETE (1'E - 3 "1 Min.) (END & INTERIOR MULLION 8' Min. T. REWD. ICX (W/ ORIENTATION # 1 EDGE OF SUB � L1I .�1J FEDGE OF cDAB (8 X4") !f iPPLIVJELL �IF MPUCA:.E —9' �9" Min. E.D.— �' V. E.D.--µCHORS FOR (2) 3/A-0 K.VIK BOLT TZ EXPANSION O INTERIOR MULLION (ORIENTATION f)2). i TI I(RFRAQ(. AND Min. E.D. ' Min. E.O.---- -FOR (1) 3/4'0 KWIK BOLT TZ EXPANSION .HI Q CEN ANCHORS B ENO AND INTERIOR MULLIONS END ®(ORIE ANON NT TI !2) µ0 END MULLION rG (ORIENFATION 82) ` A- ,I_ 0 jF t ,W. 441A.Z •'y FLOOR TO CEILING /TRAPPED MOUNTING' MULLIONS (i OR SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8' - 1" rol ALTERNATIVE SECTION X1-X1 WALTERNATIVE SECTION X1-X1 W1 D & T ON I.ON W 0 I AT (4'%6") a' 29e- J'v3'xt/-< (6061-T6 ALLOY) LPx3'xl/2'.0'-B' (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ f2) 3/4'0 Alum. ANGLE EA. SIDE W/2) .T/4b THRV BOIi$ TO MULLION & (2) TNRU BOLTS TO MULLION S & (1) 3/4.0 KVN( BOLT R EXPµSIGv 3/4-0 "IK BOLT 72 EXPANSION ANCHOR VI/ 6- Min. EMBEDMENT TO ANCHOR W/ 8' Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONLY (INTERIOR MULLION ONLYI ALTERNATIVES SECTION XI -XI W/ CGS' (W/ ORIENTATION A 2) FLORIDA BUILDING CODE (Non Hich Velocity Hurricane HEIR. E.D. (SEE SCHEDULE SIEGE OF SUB F ARPUCA6LE T—rt x i Ill R n p� EXI lI LA5S GI F -ASS it H 1.RR. 5„ n �U :o s or �— N R/8 or T 5w R'/8 � I Z 3 I' p 1 a (rip. TCP/EORON)II. UK E.D. (4) E WIEDULE 11) 1 (SEE .EDGE OF SLAB iF A PDCABLE RED CONCRETE - 3 O2 Min.), SCHEDULE H. 151 0/8 or R/8 or R'/8 )SEE M.UIIN4©DNTFACR) d/Cl (ENO i RItERWR) IPw POD g"TED wu9 S-ko CO.EREO BY SCHOULE le FOR LYSIAWION CASES I, to k R RA SHUT 25. (UNITED LOU), MUWCN SP91NG NNO SPAN INSTN 11011): NEVU.VL'N CRE I - RISIODRIR. RN COuMGRCAI, 2NPL'0CTIONS WON EWB P.J. UAODLU AS D. DFSEGN PRL3511RE DURING, IT-0' NAxNUM BUWtlN SPICNG. SEE SCHEDULES 1t k 12 MR IDEATIONAL SPECS HilitUAN M h - RESIODNUL AND CON.MERCUL APPLCoDON W/ SSOB Rs.1. 100311UM ASO. DERGN PRESSURE aTING, S'-0' MAxMU11 NAUON SPA. SEE SCHEDULES 11 k 12 MR ADD ENE SPECS ALTERNATIVE SECTION X1-X1 W/ n+ Lt81NlATEF2 Gx¢ R - COMMFRCUL MRESSURE FOR 11OQD OA.I. UARIWM )(IN 1 1/2' DESIGN PRESSURE DUMuar. no MAXIMUM ug M (4Px6" INTERIOR MULLION ONLY W/ ORIENTATION 2) SP=M. SEE SCHED,AES 11 k 12 FOR ADOW)i 1 I/2' SPECS. (2) MCHORS ]'ff/A'°0'-B' i' 8' t (S-EE StliFDIIIE 72) 61-i6 ALLOW) i ALTERNATIVE SECTION Xi-XT W/ CG D n RNCLE EA 510E ]� .LS )TO/2'R MRMULLONUQ (4"x8" INTERIOR AND END MULLION W1 ORIENTATION # 1) X1 (d"x8° INTERIOR MULLION ONLY W/ ORIENTATION # 2) Dim TOP/BOTIOIA) 3'0•0/4•0'-e (6061-T6 A Y) Alum.LT ANGIE FA SME — f21 , II Hir iIIH .. EORMOR EDGE OF SVBI HEIR. E.D. F WPLCARLE(—(SEE SCHEDULE U. E.D. (SEE SCHEDULE 11H (4) A 0 1 C014CRM (SEE - ] kill IA;,.). SCHEDULE 11. FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS 0) OR (Gb SECTIONS W 1 (4"x8" INTERIOR AND END MULLION Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * :` No. 441 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS tG�F.jjcy SWE1/s' _ 1• _90 X AL1RilT • SIDE RAII�AND BOX NOT :FPS• SHOWN FOR CLARITY PC yK9 SCHEDULE /I INSTAWNON CAS[5 kN SLID THICKNESS ANCHOR TYPE k SIZE (M. TOP k BOTTOM) 41N. ANCHOR IN.DOW P�µCE NR RCO'D. nemulXT INOIER 3/k•0 HER NC HOS-H SCREN k 3/8•0 PoEER FUSIONS KEOCE-BOLT MCHOR FOR©k ® (INTERIOR) MULLIONS 3 1/2' 5 1/3' W/ ORIENTATION 12. 1/E'0 MLT LTC SCREW 1/2'A POxER) MOO E- EOLT INCNOR FOR ®(LND k MTFMOR) uV WNN D MURUG y 5• W/ OfiENTARDN 11. 1/2'. NO INO KMK BOLT 12 ONLY MR©k © INTERIOR ULUONS W/ ORICMARON 12) k ® (END MUUION W/ 2 1/2• 5 1/E' ENTARCN 11), Y A' 1/2'6 Wll LT H115-N SCR k I/2'P P— fASIENER E- BOLT AVMOR fOR O k ®(FND OR MtEll 3' Z. MUWONj W/ ORIMATRINS 1 OR 02. K T /VLWNS GuO� MI[180R wMORkMARONO 2> kNL�FON, / 1 cEx NLDON w/ fiMATER 11). ] v.• , ,/2• D 6• 1/2-0 OUR MC NU5-H SCREW OR 1/2'0 MSTR FASLFNER Yrt E- BOLT ANCHOR SEE - NOW ON SCXEDU15N.b' N MECI 25..0 FOR END k INTERIOR uULWN 5• 6• w/ CRIENTARONS 11 OR 12. SCHEDULE /2 m'=E4`ON MIN. su9 tWCKXESS ANCHOR ME k ME (RP. TOP k BOTTOuj MIN. ANCHOR 4W. (DIRE Lt51NCE FOR GSES RM D. C4BFOY[M •Tw]1OR T. 4 k D s/BY OUR MC HUS-H SCREW k 6/8'. PONFA FASIENLH 2 1/2• 1 1/2- E-8013 INCHOR. o zon mR:m Mc. Nautilus a= Rolling SkullerSystem yp. N 2 L E EXPERT SHUTTER SERVICES INC. llN6gk k c.P.. ursW n v=ee asmv-sw r. ,Iwmn_�m 1411eee0<etrmn 1626 sw. PUNIORE 511ER 17�44 --moil omNT E. 1NmnE. It nne. evnv. _ . r e._n.a Po sxm Iakrx EDGE IF APPUCABLE \\ \ \ T 3/a I M. E.D. 2 1/6' \ Min.I E.O , 2'xMUWON DEPT80/8• Cont. ALUM. TUBE (TOP h BOTTOM) W/ 1/4 Px3/C NW BUILDER TER SCREWS 5/I6•6 TARCONS %L TY/ 2 1/t W/ i" O.C.a 4. D.C.GALVANIZED STEEL olio. EMBEDMENT o 24• o.e. wASHFA 6 2a' o. + I / � I EDGE IF APPUCABLE 11/T CONEN000S PWRED Mn) �XBn I / I 10 1 \ —a T 3/4' Mtn E.O.—yII Z EDGE IF APP UCAE BL- \ y Nin. I THIN REO'0. I I ] 3/4• E.D. 1.. `-END CAP IN y POURED CONCRETE T 3/4• Am. ED. — EO.9EI (Cc = 3 ksi Min.) �� DITER� DTEM POURED CONCRETE 8" Mm. THICK REO'D. \ (VC = 3 ksi Min.) <' D(IFIDDR o5 n �\ \ 8" Min. THICK REO'O. \ tr ©OR Gi - ° EXTERIOR r—._............... G 0RC 2. 4. OR G7 - 6 ® ° 0 ® I ]" ] J/<' -Min. E. . 2" ~"+ Q/8 OF R/8 or a Q/8 OE R/8 or ] 3/4' Min. E.. 4-%4•X3/8• R'/8 n I R'/8 \ (6061-T6 ALLOY) _-- -Atum. ANGLE Ek SIDE. T (6061-76 ALLOY) EDGE IFAPPLICABLE- Num. ANGLE FA SIDE. 3� p ' EDGE IF APF1UCA9LE- z EuSnN ruin'! i I D (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/ n OR CGte ALTERNATIVE SECTION X2-X2 W/ n OR 3 GLASS i I ALSO INSTALLED TRAPPED MOUNTEC (END & INTERIOR MULLION) ° PER SECTION R'-R' ON SHEET S.) (END & INTERIOR MULLION) sw 1/I6•\�� '\i I (W/ ORIENTATION N 1) (W/ ORIENTATION 4 2) (4'%8" Of 4"x8°) s= Min. E.D •� I' I I 1/2-xi 1/2"xO.062"xCONT. ALUM. (6'x4" or 8"W) ] 3/4' ANGLE W/ 1/4'mx7/4' ❑W 6UILOE% �MIN. E.D. \ 1 TEK SCREWS 0 24' o. c. TO TUBE. —_ 1 1/2" • S1DE RAIL Q NOT SHOWN FOR CLARITY j• CONRNUOUS POURED i CONCRETE (1'6 - 3 Im Min) \, I 8' Min. THCK REO'D. (rm. T6°I6TTIpA + I/Y \ 11/2' Ow, Tm/fiDnav) 1 3/4- MIN. E.D. EO EO ;'v<'r3/8Y0'-10'(606t-T6 ALLOY) Num. ANGLE. +;.C((•A A. 7/t`;. �•• EA. SIDE W/ (2) 3/4•0 THRU BOLTS TO MULLION VV'' •..LENS`' & (2) 3/4'9 KWIK BOLT TI EXPAN90N ANCHOR .`',3pi FLORIDA BOLDING CODE (Non W.,h V.1.1y Runimme Zwe) \�\ �•� Iv/ b' Min. EMBEDMENT 10 POURED CONCRETE 1'TNL. (IYP. TOP h BOTTON). 3 ' ND. 44187 1: C]ml %Y CO wt, `*C-,�., 1 .. ee Nautilus EDGE IF AFP MBlE * "�: Rolling SAuHers"kUnn m/Np, WALL MOUNTING: MOUNTING: MULLIONS nGWALL MULLIONS OR� %DUT � POURED SECTION CONCRETE WALL W-2 =_9 ` W C n1M1111nNu a C.DmC et„o COUP.„Y EXPERT SHUTTER SERVICES INC. _O,t• ' �I{W'�` ' \`` W `x=+'. titan n A:. 1.26 SW. MM.E SWET 17-244 .:::Im-of 'U`AemOaWe�w,�•-ivy END & INTERIOR WALL MOUNTED MULLION INSTALLATION 8'S!•..... ... `,6\11111 oyyp ,F 1-mm.IP f�(OORT ISV. WOOV.an-31DM m.e eawww SCNE: I/0' - I' P.E. S�x{snavM E/DATE , 1/4e,3/C INI 6Ul➢E( TEK SUEWS EDGE IF APPLICABLE 2•aMULUON DEPIHA/B' CUM. W/ I- O.D.c0.060- MY"2ED WER FALUM. TUBE (iOP & BOTTOM) W/ WASHER C 24' o.c. \ \ 2 I/2\\\\ \ \ ) 6/16'e TAPCON6 %L W/ 2 I/4' EDGE IF APPUCABLEI MI.. E.D 'Min. EMBEDMENT C 24' o.c. 'f� 1IN.I E.D. - r C• \ 7 1/2' IAin. E.D. Y� i \ ( POURED CONCRETE (Pc = 3 ksi Min.) 6" Min. THICKNESS n yr REO'D. i 2' �CRETTE P. MIn. E.D. (Ic�3 tii Nil) 6• Ma. THICKNESS o I REO'D. - o <o ® a E n Q/8 or a a� R/8 or In R /8 3W a �� Ex14WG�i I 7 ® 3 X2 E '-ENO CAP T 1/1" Min. ED i--- 2' - - DOOR C1 1/4' EDGE IF APPL1049LE-Z NUM. G A ELEA. SIDE. EXTERIOR ALTERNATIVE SECTION X2-X2 W/ (Gi OR (INTERIOR MULLION) (W/ ORIENTATION r /8 or R'/8 (WALL MOUNTED SHOWN, MAY -�BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET B.) 1 1/2'xl 1/2'x0.062'xCONT. ALUM. ANGLE W/ 1/4'0x3/4" ITW SUILDEX TEK SCREWS B 24" o.c. TO TUBE. 1 1/4' I 1119. 2�/B21IW) 7 1/2- CONTNUOUG POURED % I N_4•x4•zl/4'n0'-6-(6D61-T6 ALLOY) NUM. ANGLE OIL E.D. CONIMETE IF- - 3 i - EO-I-EOJ SIDE W/ (2) 1/2-e TY.RU BOLTS TO MULLION \ Ihn) 6" Min. THCKNESS �` & (2) 1/2.0 KWIK BOLT TI EXPANSION ANCHOR \ \•REO'D. W/ 3 1/4' Min. EMBEDMENT TO POURED CONCRETE WALL (TYP, iCP & BOTTOM). EDGE IE APPLICABLE WALL MOUNTING: MULLIONS (Gi OR (G� POURED CONCRETE WALL SECTION W-2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE IF APPLICABLE > I/2' Min. E.D. � POURED CONCRETE (/'< 3 kMin.) 6" Min. THICC KNESS DBERIOR REO'0. \ a 7 1/2" Min. E.O. 1_ I,4%1/4• (6061-T6 A.OY) � U In. ANGLE C4 SI`uE ECGE IF APPLICABLE ALTERNATIVE SECTION X2-X2 W/ (G 0W (END & INTERIOR MULLIONSI (W/ ORIENTATION A 11 (8%4") OSEE MAXIMUM©(INTERIOR) 2,( (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD. MULUON SPACING AND SPAN INSTALLATION): INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 P.S.I. 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 B' - COMMERCIAL APPLICATION FOR t100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MMMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. NOT SHOWN FOR CLARITY 61 - I 02017 nnCo Nautilus "L c Ro12Tng SM1uMer System a/x./rT wrz EXPERT SHUTTERSERVICES INC. 16..OEni 17-244 POM W L M R 34984 wm lumx 1IIr-- 9' Min. E.D. I-9' Min. E.D.— ACE OF SUB E MPUC[BLE T— / POURED CONCRETE II B' Mi, WICK REO'D, n L 0 n n n GLASSp Z b1' Min FW p 5� 6 in G In � G ® II Q'/8 I'— �{O aW t P pW � �I � I II Sm 4 1V1 P ® X3 n (TRIP. TOP/BDROM) n L I � u Min. EXTERIOR Q'/8 (".. tOP/wNcM) (ORIENIARON )RED CONCRETE = 3 Yii Min.) Min. THICK REO'D, BOLT ij EXPANSION LION �i ?2). BOLT TZ EgANSiON MULLION r� - EDGE OF SLAB ' I I 1 1 FEDGEAP OF SLID LE ff k'PLICJBIE JL III I IF (2IE FOR OR 3/4 0 KWIK BOLT TZ EXPANSION lfin. E.D. I 'Elm. E.O. ANCHORS O INTERIOR MULLION I-9 (ORIENTATION ((2). Min. ED.— Min. E.D +__FOR (1) 3/4. WnK BOLT J� EXPANSION 1`•�p ANCHORS Q ENO MULLION (ORIENTATIONS 11 A B2). FLOOR TO CEILING/ TRAPPED MOUNTING: MULLION G2 }- SECTION W-3 3 q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' 3'x3'N/210'-4- (6061-76 ALLOY) mum. ANGLE Ek. SIDE 1'// (2) 3/4.0 THRU BOLTS TO _ MULLION P k (1) 3/4'0 KWIK BOL TZ EXPANSION ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (T,,. TOP h BOTTOM) r 0 u -IrWLAb SECTION X3-X3 W/ G7 t (END MULLION ONLY) 1 1/2' (W/ ORIENTATION'# I) (T"%4� i r tI 3 1/2-�3 1/2' T T -- 3-x3-.1/Z-.0'-7" (6061-T6 ALLOY) �3",.XI/2%0'-P' (6061-T6 ALLOY) mum. ANGLE EA SIDE W/62) 3/4'0 WRO BOLTS TO 1IUWON k Alum. ANCLE EA. SIDE 1V/l2) 3/+'. THRU BOLTS TO IdUWON .11.3 h (1) 3/4'a KWX BOLT TZ E%PAR6f0N (2) 3/4'o OAK BOLT TZ tXPANSION ANCHOR W/ 6- Mtn. EMBEDMENT TO ANCHOR W/ 6- Nin. EMBEDMENT TO POURED CONCRETE (Ty, TOP y POURED CONCRETE (Ty, TOP G BOTTOM) BOTTOM) (END MULLION ONY1 (INTERIOR MULLION ONLY ALTERNATIVE SECTIONS X3-X3 W/ G? (W/ ORIENTATION a 21 l�c/T✓-,- • S10E RAIL @AND BOX NOi SHOWN FOR ••JG�.... CLARITY. _ FLORIDA BUILDING CODE (Nan Nic11 Vek W �• `S �p�p'' \ 1 4AlF 111 r ICWkTUREE /DALE 02017M=owc IL�CO�■D Nautilus RoOing SAUN<r5yarom �Ani6" c ts/x. Ir EXPERT SHUTTER SERVICES INC. PORT l ST. MKIL R 31484 Nm or-n[ null rzniHP IN�ccAls o.rm w.: pam�u�w.,a r fwPn.rvr 3 RLUG.o W lFR A� R'Jn P.E naaw [;<. 0 41e4 o Am . � 911M 12 [r 45 rein. ED. EDGE OF SAD :—(SEE SCHEDULE IF APPUMI-E I Min. ED. SCHEOULE FT 'EDGE OF SUB I IF APPUCIBLE 3POURED CONCRETE n (I'c - 3 IN Chin.), p SEE SCHEDULE QL i I n EXISIINC�-' CUSS � Alin. a G3 3 n ° EXTERIOR u, r 06 n0 ® p xa q,�8 'nAl q��6 zh. 6 u 0. In i� XJ (M. IGP/BOnOv)3 { 11TP. i0?/BDR4'a) EDGE OF SIAS IF WPUCeBIE� CO. (SEE SCHEDULE DDERIOR ALTERNATIVE SECTION X3-X3 W/ (G-.) * (W/ ORIENTATION R 2) (2"z7" INTERIOR MULLION ONLY) 'ED CONCRETE > 3 4si Min.), SCHEDULE 11. //////,Y/ EDGE OF SUB IF PPPUCABLE MIn, E.O. I SCHEDULE ®T)J FLOORTO CEILING/TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 0 EULE: 1/0' - I' 4: SIDE RAIL 0 AND BOX NOT SHOWN PoR CLARITY. SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES 1, fa & IT ON SHEET 25, (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IN57ALIADON 015E 1 - 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 Ia - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM AS. D. DESIGN PRESSURE RATING, 8'-0" MA) MUlUON SPACING, SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE D - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE #1 INSTALLATION MIN. SUB THICKNESS ANCHOR TYPE & SIZE MIN. ANCHOR MIN. EWE DISTANCE FOR CASES REO'D. (iYP. TOP & BOTTOM) EMBEDMENT ANCHOR 3/8.0 HILTI INC HUS-H I 4- SCREW, 318.0 POWER FASTENER 2 1/2' 5 1/2- WEDGE- BOLT ANCHOR p 4' 1/2.0 HILD INC KWIK 2 1/2' 5 1/2- BOLT TZ R 6' 1/2-0 HILT INC KWIK 3 1/4- ] 1/2' BOLT Tz EDGE IF aPPUCABLE T 3/4' 2 1/6" Min. E.D AIN. E.D. y _ 1 11/ CONTINUOU5 POURED T' CONCRETE (I'c - 3 W S" An. THICK RE= T 3/4 NOTCH WEB — III, E.D. I (IYP. TOP/BOII (PA W/B T 3, MIN. j EDGE IF 2"XMULLION DEPTNA/8' Cont. ALUM. TUBE (TOP h BOTTOM) w/ I/4'ex3/i IN! BVILDE% iEK SCREWS 5/I6'e TAPLONS %L 'A/ 2 1/4� III/i' O.Oa0.060' GALVANIZED STEEL Min. ENBEDA1ENi O 24' a.e WAGNER O 24' e... EDGE IF APPUCABLEI` T I — 1 T 3/4' Min. E.D. 1 � POURED CONCRETE Q'c - 3 IGI Min.) — B" Min. THICK REDID. END CAP a .� I. I J 3/4" Min. E.O. \ e.e.3/8' (6061-76 ALLOY) IMin. I \� -AWm: ANGLE EA. SIDE. f (\TALL MOUNTED SHOWN, MAY BE T i GLASSG s D AL50 INSTALLED TRAPPED MOUNTED EOGx IF APPLICABLE - PER SECTION Q'-0' ON SHEET B.) OR SECTION X4-X4 W/ (G�2 ® a (ENDINTERIOR MULLION) l9/ ORIENTATIOND Q,/8 I Q,/8 (4"0") E.D •\ _1`' `I 1xt I/2'xAO62-xCONT. ALUM. • S1DE RAIL@NOT SHOWN FOR CLARITY 'r ANDLE W/ 1/4'0x3/4" Mi SUILOEX N TEK SCREWS 9 24" o.c. TO TUBE. F- ------ h 111/2 CONCRETES PWRED� \ CONCRETE (I'c = J Im Mn) I 1 8" Min. THICK REDID. \ Y E X4 1 1/2" Lit 1 2 1/2- I1/y. I 0'T. Wilol p') D. \ EO EO `4"W4 1/8%0'-10"(6061-T6 ALLOY) Alum. ANGLE EA SIDE W/ (2) 3/4'P THRU BOLTS TO MULLION\\ \ \� 4' k (2) 3/4'0 M'A% BOLT R E%PANSION ANCHOR W/ 5' Min. EMEEDMENT TO POURED CONCRETE PPLICABLE VIAL. (TYP. TOP h BOTTOM). WALL MOUNTING: MOUNTING : MULLION POURED CONCRETE WALL SECTION W-4 ID & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8' . I' EDGE IF APF%JABLE� 2%MUWON OEMHxl/B' Cont. rALUM. TUBE (TOP & BOUOM) W/ 1/PP.3/4' lib SNIDE% UK SCREWS 'Sin GEMBEOIAEM 0 24' x 1/< /' W/ 1' OD.•0.060' G4.VANTZM STEEL 1J2 IYMS ER 0 34' a.c. EBD. Wn3 `END CAF CONTINUOUS POURED - CO\rRiTE (fc = 310 It.) 8" Mo. THICKNESS �. Y yN REO'D. ii Inm. G3 ✓• II r� C ° I (WALL MOUNTED SHOWN. MAY ° i —OD ALSO INSTALLED TRAPPED mAssEX]STnIG Ettss I MOUNTED PER SECTION 0'-0' a J ° ON SHEET B.) ° z N DMIOR Q'/8 Q'/8 _ \�1 \�� n1/2' ' Mi. ED 1 1/2-xl 1/2-xO.062-xCONT. ALUM. 1 a 3/8' ---- ANGLE W/ 1/4"OX3/4° ITW BUILDEX j MIN., E.O. I , TEK SCREWS 0 24' o.c. TO TUBE. (" TMAXM)3 4 318 `(2) 3/8.0 KMK BOLT TZ EXPANSION ANCHOR PAIN. E.D. \ W/ 2' Min. EMBEDMENT TO POURED CONCRETE \,.• WALL. (PIP. TOP k BOTTOM). ENE IF APPUCABIE� \ CONTINUOUS POURED CONCRETE (Tc = 3 W Mn.) 8' Mn. THICKNESS REO'D. �,• �S WALL MOUMIND : MULLION 151 CG POUREONCRETE WALL SECTION WA j Q INTERIOR WALL MOUNTED MULLION INSTALLATION BLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS "- 5CAIE I/B' • I• P.E. EDGE IF AOPUMUZi 4 3/B' CONTINUOUS POURED CONCRETE (Tc - 3 W B' Mn. TICIPIESS R'cO'D. AIOR EDGE IF APPUCABtE-/ SECTION X4-X4 W/ (INTERIOR MULLION) (W1 ORIENTATION f) (2'0% 0SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IISTAILATW CASE V - RESIDENTIAL A14D COMMERCIAL APPLICATIONS WITH ±60.8 F.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 11' - COMMERCIAL APPLICATION FOR ±100.0' P.s.L MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC K'W1K BOLT TZ ANCHORS. EP A. TIC SIDE RAIL Q NOT SHOWN FOR CLARITY No. 441 61 '• .2011 %MC0 we -�mrfro ILO m.. Nautilus LG Rolling ShuNarSFsfem mry/n EXPERT SHUTTER SERVICES INC. w,< 1626 S. BLLTi IIREET I7-244 PNn 5T. L E, M. I'.. rw1` (I., Ta-.. ow TIM .. - SMRlI1•or14 TYPICAL EXISTING POURED CONCRETE OR STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.s.l.) FOR THE OPENING AND DESIRED SLAT SPAN •L' (fl) TO PROTECT IT (SEE GENERAL NOTE 02, SHEET 1). STEP 2: ENTER TO CHARTS (In, lb k Ib') THRU IC ON SHEET IS TO DETERMINE, BASED ON AN In' SLAT SLIP On), ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN PRESSURE RATING (p.s.TJ; THE REQUIRED MAX SLAT SPAN 'L'ft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: ENTER A.S.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: I -cum THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12' SLAT SLIP MAY BE USED, FORA GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic: 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. VE & MY ON SHEETS 18 THRU 1B. ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TYPE, A.S.D. DESIGN PRESSURE RATING B 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 SEPARA710N 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/A.S.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B e C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O 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 SPACING (MAX., 12'. 8' OR 7). AND DETERMINE MAXIMUM MULLI N SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGB & I@), MULLION TYPE& MULLION ORIENTATION. 3. SEE SHEETS 10. 10A, 11, 11A, 12,12A, 13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP& BOTTOM CONCRETEORFA GIVENOR OULUONR TO ILTYPEING(��EDJ.,OBL LLMOUNTINGS OF MULLIONS INTO PROCEDURE 4c: IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS 8 A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING.. 4. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24, 258 28 W/ A.SO. DESIGN PRESSURE RATING ; MAXIMUM MULLION SPACING (MAX., 12', F OR T7, AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT)W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN C'SG,0,0 &:G0), MULLION TYPE & MULLION ORIENTATION. 5. SEE SHEETS 10, 10A, 11. 11 A, 12. 12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING QRA PED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (�JG ,� ,8 t.3 ). . 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. FLORIDA BUMING CODE (Non Boll Velocity Burricone SLAT PERFORMANCE CHARTS Ia. Ib, Ib' & IC: (ONLY VALID FOR 112" SLIP) FORA GWEN AS.D. DESIGN PRESSURE RATING(p.s.% PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VYOR W/O cTn RAe RAR0 CHART IH CHART Ib CHART III' CHART IC USE MNOMUV VALUE BEIWEF]1 POFINE AND NEOATNE A.S.D. LOAD USE IM%BIW PVSDNE'ASO. LOAD VAWE 3/6"0 K BOLT 3 ANCHOR POURED CONCRETE 5/16'¢ TAPCON XL ANCHOR 5/16'D TAP COL XL ANCHOR TO caour DLIED cSxcaLTE BLOC4 cELL rD 9auAm coxcaErE MAX. A.S.D. D61ON MAXI. ''S''LA'T SPAN 'ERAµ.' (FT) MAX. SLAT SPAN 'LMAx.' (FT) MA(I.''S'�I�AT SPA! 'LMAX,° I') REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) IRESSURf RATING (POT) WYL YWM 0 Mol6 i T9AP915) WUIIT sx MJIC4 t aum-our YjUM� ��JJ A 52 Mm0 t g0a0-OOr YWM WIQ y¢ "O"a i Wll DOL91r sx N016 t 11uPPm Ygl'YfM� 4L rma t arin-urt I t sE xoi¢ t eugy.-qrt YQIM W/Q s¢ Im¢ t "All YdIM xm¢ t 1WRm YOUM Sff Mvl¢ i 9w0-OUI 11,QUM rJ( t �j s¢ xmfs t 9 _m YWMW m xom® W/0 STORM BARS 0 ZON MNO ZM 1-3 4 W STORM BARS D 20V NWD ZONE 1-3 30.0 20'-0" IS'-4' 20'-0' 20'-0" 20'-0 15'-4' 20'-0' 18--0- 20'-0' 15'-4• IB'-C 15'-6' 1" 14 1/2' 6' 7' 35.0 20'-0" 15'-]' 20'-0' 19'-0" 20'-0" 15'-0' 19'-0° 16'-3' 20'-0' 15'-0' I6'-3' 14'-0" 1' 14 1/2. fi' 7' 40.0 20'-0' 15'-2' 19'-]' 16'-8' 20'-0' 14'-5' 17'-1' 1/'-10' 18'-I 1' 14'-5' 14'-10' 12'-9' in 14 1/2' 6' )° _ 46.0 20'-0' IV-0' -If-10' 18'-0' _IS'-]' 20'-0' 14'-2' 16,-0, IS-8' 1J'-4" 14'-2' 13 9 IT-0' 1' 14 I/2' 6" T 50.0 20'-0- I6'-9' 14'-2' 19'-_ 1 13'-1' H'-10" 12'-10' 1G'-2' _ 13'-1' _ 12'-9° II'-0' _ 1' 14 1/2' 6' ]' 55.0 20'-0' 14'-B' 15'-B" 13'-4' IJ' " 12'-4' 13'-11' 12'-1' 15'-0' 12'-4' 12'-0' 10'-6' 1' 14 1/2' b' 7' 60.0 19'-5' IS-9" 14'-0' 12'-7' '-9' 11'-8' 13'-2' 11'-5' 14'-2' 11'-8" 1V-4' 10'-0' 1' I♦ 6° 7' 18'-4' 12'-11' IN -I 1' 11'-11 1 - 11'-0" lo'-n' 13'-4' 11'-0' 10'-10 9'-0. 1' 4' I1 6" 7' 70.0 70.0 17'-4' R'-1' 13'-]' 11'-1' 15'-0' 10'-6" IV-10, 11'-10' 10'-1' IY-9' 10'-6' 10'-4' 9'-0' 1' IJ 1 2' fi' )' 75.0 16'-6' 1A-7' 12'-7' 10'-10' 14'-3' 10'-0• 11'-4' 9'-11' 12'-0' 10'-0" 9'-10' 8'-10" 1" 13 1/2' 6' 7' 05.0 15'-0" I1'-0' 1V-0' 10'-5' 13'-7° 9'-5' 10'-10" 9'-7° 11'-)'. 9'-5' 9'-3' B'-6' I' 13' 6' J' 90.6 _ IS-0'_ _10'-fi' 10'-0' 13'-0" 9'-3' -1. f0'-5' 9'-3' II'-Y 9'-3' 9'-0' 8'-]' I' IJ' 6' 7- 14'-Y 10'-1' IV-21 tl'-2' 12'-6' _ W-10' 10'-I° 8'-11" 10'-9' W-10' W-10' W-0' 1' 12 1/2' b' 7" 95.0 1J'-6' 9'-8' 10'-9' 9'-4' 12'-0' 8'-5' 9'-9' b'-J' 10'-4' B'-5 8'-6. V-9' 1' 12 1/2' 6" 7' 100.0 12'-9' V-4' 10'-5" 9'-1' 11'-B' 8'-4" 9'-5' 8'-A. 10'-0' 8'-4° 8'-3" 7'-6" 1' 12' 6' 7' 105.0 12'-2' 9'-0' 1D'-1' 1'-9° 11'-]° 9'-0" 9'-2' T-2" V-8' 8'-0- 8'-0" 7'-4' 1° 11 1/2' 6' 7" 110.0 1V-7' 8'-8" W-9" 8'-6' 10'-11" T-10" e'-10' 7'-I I' 9'-3" 7'-10' 7.-9' )'- ' 2 1' II 1/2. 6' ]' 113.0 11'-I' 8'-5" 9'-6' 1'-4' 10'-7' J'-8' 6'-8' 1'-8' 9'-0. 7'-8' 7'-8- 7'-0' 1' II 1/2- fi' 7' 120.0 10'-B" 8'-1 9'-3° W-2' 10'-Y 7'-5' B'-5' 7'-G' W-11' 7'-5' 7'-5" 6'-10' 1' II' 6' )' 125.0 _.. 10'-2" )'-9" 9'-0" .._........ ........ J'-11' ....__.......... ...__._-__..._...._.. 1D'-0" J'-2" 8'-2' T-4° 8'-8' 7'-2" ]'-J' 6'-8. 1' 11" 6' J' 130.0 9'-10' 7'-6' B'-9' T-9' 9'_9. ..................._..___.__ T 0° B' 0° 7--2 __._............. 8 -5 7._0,........__7 .-_.. _2°__ 6,_5. ._.. 1' 10 1/2° 6' 7' 1J6.0 9'-5" _ 7'-2' B'-6' J'-)' 9'-B' _ 6'-10' )'-10' 7'-1' 6'-2' 6'-10' )'-0' 6'-5 1 10 1/2' 6' ) 140.0 9'-1' 6'-II' B'-4' 7'-5' 9'-1' J'-0' W-11' 8'-0' 6'-10' W-4' I' 10 1/2' b' T 145.0 8'-10' - W-2" T-3" 8'-10' _ 7'-6' _ 7'-10" _ _ _ ELM 6' J' 150.0 W-6' 8_0' 7 2' B_6' _ 7 4' _ 7-9. _ _ _ 1" 10 6" )" 155.0 W-J' T-10' 7'-0' 8'-]' - T -2' - 7-7- - - - 1' 10' 6' J" Ima 8'-0' 7'-8' W-10' 8'-0' 7 -1' ) -5' 1' 10' 1 6' 1 7' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REOUIRES S1DE RAILS FASTENED TO EXISTING STRUCTURE WBH 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16°t TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT DLLED CELL CONCRETE BLOCK, OR WITH 1/4.0 TEN SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED B/ LINEAR INTERPOLATION BETWEEN END VALUES. A. MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE WI 3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT D 0 SLAT SPAN RANGE FAE95U6E RAl (p IPA 0'-4' i > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' Y > 12'-16' t > 16'-20' f s 30.0 9' g° g' g° 9• g• g• g• >31-40 9' 9' 9' 9' 9' 9' >41-80 9' 9° 9' 9° 9° 9° — 7° 5 5/5- >61-e0 9" 9' 9' 9" 9' 8' S 5/8' S 5/e'-- "1-105 9' 9' 9' 9' 9' 6 1/2' 5 5/8- >I06-120- - - >121—to1 9' 9' 9' B' 7' 6' TRAPPED MOUNT OX. ".0• OESIW SLAT SPAN RANGE PPES9 G DE (Pa 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-g' t > 9'-12' t > 12'-16' t > 16'-20' t x 30.0 >31-40 9' 9' 9'- - >41-60 9' 9' 9' 9' 9' 9' 7 1/2" - >61-80 9' 9° 9' 9" 9" B' "1-105 9' 9" 9° 9° 8' - - - >106-120 9' 9" 9' 8 1/2° 8' - - - - >141-160 9' 9" B' 6° BUILD -OUT MOUNT SLAT SPAN L t NOE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. ' 0 90N SLAT SPAN RANGE PRE55UeE 0'-4' 1 > 4,-5' Y ! 5'-6't > 6'-7' t > T-9' f > 9'-12't > 12,-16' } > 16'-20' } cEn(mp.x. E E E E E E E© E E© E E© E E E E E E s 30.6 9' 9° 9' 9' 9' 9' 9' 9" 9' 9' 9' ' 9' 9' 9' 9' 9' 9- 7 3/4 7- 7- 5 5/8 9" 9' 9" 9' 9' 9° 9' 9' 9' 9" 9' 9' 9' 7' 7' 6' 5 5/8' 5 5/8' 5 5/8 >4t-eo 9' 9' 9' 9' 9" 9" 9' 9' 9' 9' 9' 9' 9' 9' 9" 7 1/2' 7 1/2' 6' 5 5/8' 5 5/8' 5 5/8 5 5/8' 5 5/8' >61-60 9' g' g• g• 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 7" 5 5/8- 5 5/B' 5 5/8 5 5/8' 5 5/5' >e1-105 9" 9' 9• 9" 9' 9" 9' 9' 9' 8' 8- 6 1/2' 6 3/4- 6 3/4- 5 5/8 5 5/8- 5 5/8' 5 5/8 _ >105-120 V 9" 9" _ 9• _9• 9" 9' 8' 8" 6' 6 1/2' 6' 6' S 5/8 5 5/8- 5 5/8" >121-140 9' 9' 9' 9- r 7 1/2 8- 8- 6 1/2" e" 8° 6- 5 5/8" 5 5/8- 5 5/e - >141-160 9' 9' 9' 8' 8' 6' 7- i" 5 5/8 A. MORIDA BUILDING CODE fNPn RIah Yeloun HuMeane MAX. ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE W/ 5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE I WALL MOUNT 4t5o1u1 A9L. SLAT SPAN RANGE 0am nm.6 0 0'-4' } > 4'-5' } > 5'-6' 1 > 6'-7' 1 > 7'-6' 1 > 9'-12' 1 > 12'-16' 1 > 16'-20' 1 x 30.0 e" 8' e' e' B' 7 1/2" 5 1/2- >41-60 8' B' 8' 8° 8' 4° 3 3/4- >61-60 8' ]' 0. /2' 3 3/4' - >61-1➢5 8' 8' 8' 6 1/2' S" 3 3/4- 3 3/4° - >106-120 8' 8' 8' S 1/2' 4 1/2" 3 3/4- - - >121-140 B° ] 1/2° 6" 4 1/2° 4° 3 3/4° - - >141-160 8" 6" 5" 4" 4" TRAPPED MOUNT x•", SLAT SPAN RANGE Omon r M11p 6uw6(6,0 0'-4' } > 4'-5' 1 > 5'-6' } > 6'-7' } > ]'-8' } > 9'-12' i > 12'-I6' } > 16'-20' i x 30.0 6- 6' 6- 6' 6' 6' 6° 5 1/2' >31-10 6" 6' 6' 6' 6' 6° 5 1/2- 4 1/2" >41-60 6" 6' 6' 6° 6' S 1/2- 4' 4' >61-00 S. 6" 6' 4' 4" - >61-105 6° 6" 6" 6° 4 3/4° 3 3/4' 3 3/4" >106-120 6" fi" 6" 5° 4' 3 3/4' - - >121-140 6' 6' S 3/4' 4- _ 3 3/4' 3 3/4' - - >141-160 6° 6° 5' 3 3/4' 3 3/4' BUILD -OUT MOUNT SLAT ~SPAN --- 1 oD t Em MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLIT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. ASO. SLAT SPAN RANGE q® 0'-4' } > 4'-5' Y > 5'-6' } > 6'-7' } > 7'-9' Y > 8'-12' Y > 12'-16' } u.'+WmD E E E E E E E E E E E E E E E E E E E x 30.0 6' 6° 6' 6' 6- 6' 6' 6- 6' 6' 5. 6' 6' 6' 6- S 1/2" 5 1/2" 4 1/2" 4- <' 3 3/4- 131-.0 6" 6" 6" 6" fi° fi° fi° 6. 6' 6° 6° 6' 6' 6" 6' 6- 6' S" 4- 4' 3 3/4. 3 3/4- 3 3/4- 3 3/4- >41-60 6° 6' B. fi' 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' >61-60 6' 5' 6° 6° 6° 6' 6' 6' S 1/2 6" 6' S' S' S" 4- 3. 3/4' 3 3/4' 3 3/4- 3 3/4' "1-105 B. 6' 6' 6' 6' 6' 6" 6- S 3/4' 4 1/2' 4 1/2' 3 3/4' 3 3/4- 3 3/4. 3 3/4- 3 3/4° 3 3/4- >106-120 G" S. 6' 6' 6- S 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" < 3/4' 3 3/4 4 72 4 1 2° "-33/4-' 3 3/4' 31.7/A:..,-- — 1141-160 6" 6" 5" 4 1/2' 4 1/2' 3 3/4 4' 6LORIDA BGRDING CODE (Non &eN Velocity Rwricane WALL MOUNT As'0' DESIGN E SLAT SPAN RANGE MW R4N4£ (W.) 0'-4' t > 4'-5' t > 5'-6, 1 > 6'-7' t > 7'-9' t > 9'-12' 1 > 12'-16' t > 16'-20' 1 z 30.0 8' 8' 8' 8' 4 1/2- 131-10 8' e' 8' 8' 8' 7' 4 1/2'— - >41-60 6' 8' 8' 8" 8•- _>61-80 8' 8' 7 1 2 7° 5 1/2' - - - >61-105 8' 8' 7 1/2- S' 4' - - - >106-120 8° 7 1/2' 6' 4" _ 112]-140 8• 6' S' >141-160 7. S° 4- TRAPPED MOUNT OFSGN SLAT SPAN RANGE R MMG NNOE (p.>.l.) 0'-4' 1 > 4'-5' 1 > 5'-6' t > 6'-7' 1 > 7'-9' 1 > 9'-12' t > 12-16' t > 16'-20' t z 30.0 6' 6' 6' 6' 6' 6' 6' - >31-40 6' 6' 6' 6' 6' fi' 4 1/2- - >41-60 6' 4 1/2- w-eo 6' 6' - 6' 6' S' 4 1/2- - >61-105 6' 6' 6" 4 1/2' 4 1/2- >106-120 fi' 6- 5 1/2- 4- 4 1/2' 1121-110 6' S- 4 1/2- _ 3 3/4- >141-16a 1 6- 1 5- 1 4' BUILD -OUT MOUNT SLAT .—SPAN---' 0 t MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. u AS. . DEscN D SLAT SPAN RANGE PRESSURE M7 X0 0'-4' } > 4'-5' } > 5'-6' } > 6'-0' } > 7'-9' 1 > 9'-12't > 12'-16'' t > 16'-20' } R414£ (a.l.) E E E Co E E E E E E E E E E E E E E z 30.0 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' S 1/2' 4' 4 1/2' »1-40 6' 6' 6' 6" 6' 6' 6' 6' 6. 6' 6' 6' 6' 6' S I/2' S. 4' 4' >4t-6o 6' 6' 6' 6' 6' 6' S 1/2':1/2- 6' 6' 6' 6' 6- S 1/2- 4 1/2 - - - 3 3/4' - - _ - >51-60 6' 6" 6' 6' on S I/2 5 1/2' 4 1/2' S' S' 4' 4' 4' 3 3/4- 61-105 6' 6' 6' fi' _6' 5 1/2 5 1/2' 4 1/2 3 3/4" 3 3/4' --------->121-140 >106-120 6' 6' _6'_ 5 I/2' S I/2. 4 1/2 4 I/2" 3 3/4' - - - - - - - - - - - - - - - fi'6' S 1/2' 4' 4' _ 3 3/4. _ _ _ _ >u1-160 5' S- 4• _ BUILDING CODE (Non TFQh V4IoctW Hurricane SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MOIN MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4 > 4'-5 > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' (Ps0 Vx Vy Vx Vy Vx Vy VX Vy Vx I 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 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 1 300 881 360 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 1 480 1873 1 560 1740 1 640 — — — — — — s1AT ~SPAN_1 E SLAT SPAN DEFINITION RESPONSIBILITY OF THE CONTRACTOR OR TO VQUFY THAT EXISTING STRUCTURE IS UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAM SEE THIS SHEET FOR Vx& Vy VALUES. Vy SIDE RAIL VX Vy FLORIDA SLIMING CODE (Nan Hich Velocity Bumcane SLAT PERFORMANCE CHART ITS I & IC ):(ONLY VALID FOR I2' SLIP) SLAT PERFORMANCE CHART IIb I & ITC I:.(ONLY VALID FOR 114' SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN WOOD GRADE. A.S.O. DESIGN LOAD PIS.0 SLAT SLIP 11F AND FORAGNEN MAXIMUM AGO. DESIGN PRESSUREPATING III&DAHO SHUNTER MOUNT CONDITION FOR FORAGNEN MMIMUMA.GD. DESIGN PRESSURE RATING HFsC ANDSHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOO FRAMES WALLS WSW' STUDS INSTALLATIONS.. STORM BARS PER DETAIL Z BELOW INSTALLATONSNNO STORM BARS PER DETIXLZ BELOW AS PER LIMITATIONS ON DETAIL 1 CHART III U 51 CHART ICI IH YUL.Y VWE ERMd NSII.t AV] 1W111£ /FD. IbD USE NI M4AR1 POSTME ASd LONG VALUE W16.0 TAPCON XL ANCHOR YIN. SLAT SPAN •LMN.• (n) Ia MAX. SLAT SPAN 'LYAK• (n) REBOUND) MR.SPPIA.VpN i0.01A4 ME5UE0 To seSL DF MAT (lo) DESPON PRESSURE RA1Gq (F� VONUNNT PINElUme avZD-an Ta xmvel MM-vFf armOe W'1° m WIO STORY BIAS MNO ZONfO 1-] MIND IGNE J0.0 • IV-0- l0'-0• l0'-0' e'-r 1• 8 Vx' ]6.0 '• 10'-0' 10'-0' 10'-0' J'-8' Y_ 8 I/Z' 40.0 r 10'-0' 10'-0 IO'-0' _ _ J'-6• I 8 12' 45.0 T 10'-0• _ 1D,_D. _ _ 10'-0' T4 __ 1' _ _ 8 1 Y 5O0 "• 10'-0' 10'-0' 10'-0' ]'-O' I' 0 I Y' 35.0 ^• 10'-O' 10'-D 10'-0 6'-e. I 8 I' P' 50.0 r• 10'-0' 10'-0' 6'-P' SIAT PERFORMANCE CHART IIII: (ONLY VALID. FOR 1W SLIP) FOR A GIVEN MAXIMUM A S.D. DESIGN PRESSURE RATING Ns RAND SHUTTER MOUNT CONDITION FOR INSTALLATIONS WIO STORM BARS PER DETAIL i BELOW CHART IIIbl USE mi CHART IIICI IR W11FL VMLE LE1XID10.HRrE NO MS1R2 A6A Wtl TEL M1NKS, PoRnm ASd MIND VNLC S16"O TAPCON XL ANCHOR MIN. SLAT SPAN 'LMRL' (IL) MAX. SLAT SPAN 'LMAx' (Fr) REOISNID IN. SFPARAIDx TO 0.l4 ISSUING TO BAC( OF SUIT (I.) MAmAAI ASd DESNN PRESSURE M. (MI) uMo f� xmMe 6U'eMl'�°ryy-[ou' MIM d uDnWjDQav/ ryF w M 6 Ian w o sroRY &W Ve 'BNE6 WN0410NE 30.0 • 7'-8' 1 T-6' 1 7'-6' 1 6'-7' 1' 8 I 8' WA ^ ]'-x J'-Z' 1 7'-2' 1 W-4" I' 8 1 B' I' 1/8" 60.0 '•• 6'-5' -5' -S' 5'-9' 0 1 0' 55.0 r• 6'-3' 5'-3' 6 '-3' S'-T I B 1/0' 60.0 r• 6'-1' B'-1' N'-1' S'-5' I e I e' DETAIL 2 (ELEVATION) CHART I1b1 USE T/ CHART IIcl L¢ IRA\LA wuc mXDn ImInE An IfAVNE Asa 1010 I�YAXXn01NSIMASU- LDrn VNUE 611VOTAPCONXLANCHOR MIN. SLAT SPAN 'CHIN. ' (11) LL•a9n51 OWI REWIRED MAX. BUT SPAN 'LM4X' (FL) REQUIRED TAM. SERM 110N TO GLASES vSLIBm TD MIN OF SUT (Ie) P BOND : �1 SNL IKK6R Ua umve 6WII-On .0 W/ t� Imse DMN-VJI .5 V/ LDE xel¢e MAL Twtm ° W/o Grow BARS MWO IN.M,NO 1-J iglE 4 36.0 •• T-9 ]9 SLAT PERFORMANCE CHART TV: (LESS THAN 1/8" SLIP) FORAGNENASO DESIGN LOAD Go% GHIRTERMOUNT COMMON INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VIIO STORM BARS PER DETNLZ BELOW 5116"D TAPCON XL ANCHOR USE MWNIY MILIE BflWEEN POSITIVE USED MAVuuu AND NEGATIVE MD. IGO MD, LOUT WULE M SLAT TP,N. sLAT MA 4PMMMN SPA! SPAN m aAu r.Sa•Bv m DESIGN • .. FT) .LSP. (FT) NUT o' RAT ON IvrvfJnY-(wITB.teDp-(cvT VIO STORM BOBS (LW; I€A & J( MIND) WND; ONE ° g6'-6' -ZON 30.0 • J5.0 r 513' 40.0 •• e'-0• _ 45.0 ^• 5'-I0 1' - Emil 55.0 •« W--j- SOLD ••• 5'-S' MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEDULE: • MWD FOR CO.XSASiIR-SA1lH (G�A6) SDJIFEFN TIME [2 (0-055) sUO I SPRUCE RNEiIR-sD1 (G0.30 ^ VND FOR 00.XSAS-AR I.IIH (G O) O IBARLERN, FINE B2 (Ii SLAT SPAN DEFINITION ^• MAI FOR SCAIOETBI INSTALLATION INTO WOOD FRAME STRUCTURES �, 44187 S, COG AND YXXO BRAD I SICE @1Qd1) 1 IR LVILY WlE BCIEFDI {YBIeE AD I¢41eC e30.1010°I LINO. MAIL SIAT SPAN SPAN BEGINNING) MR' SEPARGICHMIRMUM A M40BD N W000 GRADE Me.(D DEIGNEmx (N) OF tuttr DIN co DULD-Mn a �n W 0 STORM BUSS RATINKI � W�F�Q n ° WWD ZQNES TM ZIE D (D•1) CM Mene Tom 1-] 4 SOUTHERN PINE /2 (G-0.55) 60. 4'-S' 4'-5' D'-0• 1• 5 I/x' DOUGLAS-RR-SOUTH (G-0.46) 60 4'-5' 4'-5' SPRUCE PINE-RR-SU (G-D.35 60 r-5' sF T�O SLAT SPAN DEFINITION Q 1 DETAIL 1 (ELEVATION) A NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVATIABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. I: MOOD FRAME VIALL 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 EITHER SIDE OF OPENING SHALL BE 33". FLORIDA BUILDING CODE (Nan High Velocity Horricane an OtOiJ DLTICO INC. Nautilus L� ME ROH1ng5huttorSy6 em m/a/m $628 S.W. BASTREET TNORE I 17-244 R1 P0ST. LIIC2. R --, - OPAMW4 r 6.EET to OF x 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"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE 11ID4e1 A. wnNvelwv¢ tl-T A> 4w SOUTHERN PINE S2 (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 G=0.3PINE-6RR-SOUTH s 30.0 6" WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE uwwu S1 SLAT SPAN RANGE F9 b.n tlt,'v >eb5'>5 bV% 9 b T'> I A 9'> 9 b ttl SOUTHERN PINE #2 (G-0.55) s 30.0 6' 6' 6- 6' 6" 6' 40 6' 6' 6- 6' 6' 4 3/4- 50 6" 6' 6' 6' 4 3/4" 3 1/2" 60 6' 6" 5 3/4- 5 1/4" 3 3/4- J' DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6- 6" 6" fi' 6" 40 6" 6" 6" 5 1/4" 5 1/4" 4 1/4' SPRUCE PINE -RR -SOUTH G=0.3fi 5 30.0 6' 6" 6" 6- 6' 5 1/4" BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 201 SLAT SPAN RANGE WOOD GRADE 4saYe1""e1o6vw >4'-6' >5'6'I >9-]' >74 >9-tv 0e . MEN = a ='m wen. s wort• a wra won. . e = —.A =qvwoav e 5 30.0 6° 6" 6' fi" 6- fi' 6" 5' 6" 6' 6" 6' SOUTHERN PINE #2 40 6' 6" 6" 6" 6" 6" 6" 5' 6' 6' 5 1/4- 5 1/4- (G=0.55) 50 6' 6" 6" 6" 6" 6' 6' fi" 5 1/4- 5 1/4" 4" 4" 60 5" 6" 6" 6' 6" S. 5 3/4- 5 3/4" 4" 3" 3' DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6° 6" 6"6' (G=0.46) 40 6" 6" 6" 6" 6- 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2' 4 1/2" SPRUCE PINE -FIR -SOUTH G=E6 5 30.0 6" 6' 6" 6' 6" 6" 6' 6" 6' 6' S 1/4' 5" A. • 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. iLOR10A BURDINC .- • • as �� • ��veai as ** MEASURED IN BETWEEN CENTER UNES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR INSTALLATIONS Y!/ 1 OR MORE STORM BARS PER SHUTTER. THISREGiON IS ONLY VALIU FOR INSTALLATIONS i W/ 2 OR MORE STORM BARS PER SHUTTER. Hurricane TABLE 2 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS (SHEET 9) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.) & STORM BAR SPACING (fi) STORM BAR SPACING"a" (FT) �a K1'^�* 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 8.667' no AB.C,D ABC.O ABLO Ne.c.0 ABQD ABCD B.CO AB.C,U ABCD .ABgD 35A AB,C,D ABCD 0.BCD ABLO A.B,C,D ABCD ABCD 0.BCD BCO BCD 40.0 AB,C.O ABCD ABCD B<0 AB,CD A,B,C,D ABCD AB,C.D ABC,O AB,C,D 45.0 AB,C.D ABCD 0.BCD ABCO AB.C,D ABCD AB.C.O ABCD BCD BC no AS.C.D ABCD ABCD AB.C,D ABCD ABCD AS,C.D ABCD AB.CO BC no AB.C,D ABCD 0.BCD A,B,C,O A,BC,O AB,C.D- ABC.O ABCD ABC A.BC 50.0 ABCD PBCD A.B.C.D AB,C.O A,B,C,D A,BAD ",C,0 A,B,C ABC ke.c no AB.C,O AB.C,D ABC,D A,B,C,D A,B,C,D ABCD A.BC ABC A,B.0 AD 70A A48,C,D AB,C.D AD,C,D A9.C.0 ABCD BC BC ABC AB A 73.0. AB.C,O AB,CD ABCD AB.C,O AB.C.D A481C A,%C RJA 80.0 AB.C.O AB.LO AB,C.D AB.C.D A,B,C AB.0 BC A 55.0 BCD B,LD 0.B C,0 ABCD ABC BC All A 90.0 AB.C.D ABCD ABCD ABC ABC ABC A A85.0 B.C,O AB,LD A.B,C,D ABC AB,C AS A AImo ABCD 1,ByCD ABCD AB,C AB,C A A A105.0 AB,CO AB.C,D A.B.0 ABC A.B A A A110.0 ABCD BCD AB.0 0.B.0 A A A A115A ABCD BCD ABC AB.0 A A A AImo ABC,O ABC A.94 A.B A A A A123.0 B.CO BC ABC A A A A AIna BC.D ABC A,B,C A A A A AIAO B.O.D ABC A,B,C A A A A AIW.0 BC,D BC AB A A A A A145.0 AB C,D ABL AB A A A A A IB0.0 BCD B.0 A A A A A A I55.0 BC AB A A A A A A I80.0 kB.0 I AB I A I A I A IA A I ANCHORS TYPE LEGEND I A 3/8'0 CARBON STEEL KWIK BOLT T2 EEPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (fb = 3000 psi) B 3/5'..l 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (f c - 3000 psi) & 3/8'0-16 MACHINE SCREWS C 1/4'0.3/4' ALL POINTS SOLID -SET ANCHORS W/ 7/8" Min. EMBEDMENT* TO POURED CONCRETE (Pc - 3000 psi) & 1/40,20. 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"0 ITV/BUILDER TAPCON ANCHORS W/ 2 1/4" Min, EMBEDMENT* TO POURED CONCRETE (fc = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / COUNG FINISH oes04 STORM BAR SPACING "a" (FT) Hmu OR 2' 2.667' 3' 3.5' 4' 4.5' 5' S.5' 6. 6.667' no AB.C.D AB C.D B L 0 kR.C.D AB c D A.MC.D AB,C,O &B.0 A9 L AB C 55.0 ABCD BCD BCD kg,C,D kB,C.D A.BC ABC ABC AB A W.0 BCD AB.C.D AB,C.0 AR.C.O AB.0 AB.0 A.BC A A A 45.0 BCD ABCD A,BCO AB.0 A.BC A.B,C A A A A 50.0 ABC,O ABCD A.BLD "C ABC A A A A A 55.0 AB.CO ABCD ABC ABC A A A A A A ma ABC.O ABL AB.0 AB A A A A A A ".0 AB,C D ABC A,B,C A A A A A A A 70.0 AB,C,D 0.BC AB A A A A A A 75.0 AB.LD BC A A A A A A W.0 A.B C &a A A I A A A no ABC A A A A A A 20.0 A.B C A A A A A 25.0 ABC A A A A A 100.0 AB.0 A A A A 1010 B A A A 1100 A A A A 1110 A A A A IT0.0 A A A A IE5.0 A A A Ina A A A - - - - - - - 135.0 A A A IW.O A A A A A A 150.r.0 0 A A _ 155.0 A A - - - - - _ lF Ina I A I A I- I- SCHEDULE Ta 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) • 1 SCHEDULE 2a 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)' MAXIMUM MULLION SPAN (IT) MAXIMUM MULLION SPAN (n) ©4'x6"XIW MULLION Gt 4'x8'XI14' MULLION G7 4W-II/4• THICK FLANGE) MULLION ©4'x6'xl14"MULLION Gt 4Y13"XI4'MULUON G2 4'05114' NICK � wnvw M0 (py,) SFACNO (N , RR6]L9E RAmw (WA) w) • FW109M omEWAnox 1 / � OFIEWLEON /2 ( ) MUNT.n 1 � MWAMN /2 (Q) DRIENIAIION 1 OMMAMN /3 (a) DRI MATION /1 t#t ORENTAT10N 12 (D)t ONENTAnON it OMENTAMN /2 (0)t WWAMIN /2 (0) ENO I xOERICR I END I MFAOR ENO I INIERIOR I ENO WI m END END UMNOR ENO I RIIERIDR END INTEWR END INIEAIOR M1 I UMRbR ENO CPD=R JOL JSO MA bA W0 66.0 60.0 65.0 i0.0 )6A IW.O 20'-0' w-o' 2W-0•6-f' 30-0' 30'-0- 30'-0" IB'-!' 10'-4• 1)'-C I6'-0' IS'-9' 13'-0' 14'-3' IJ'-3' 1R'-9- 7'-10 ]'-{' 6'-2' 5'-If' S'-9 S'-9 5'- 9 S'-9' S'-9')'-0' S'-9 S'-10-i'-] S'-10' S'-II• 9'-0' B'-J' a'-10' 0'-2- J'- _ II J'-9' )'-9" ]'-0 ]'-]' J'-] i -]' )•_)•.5J• J'-J" W-9' 0'-4' fi'-0' 5'-9' S'-0' 5'-4' _ S ♦ 3'-� S'-C S'-4' S'-1.]'-,.6'-,.)'-9' S'-6- 13'-D' 1 9'-11' 9'-0' 8'-6• B'-4' 8 _2' B'-0' ]'-1.- J'- ]'-9' T-9- 9'-4' J'-{' _ W-0 8'-4' 6'-1' 6 -1 6'-J" 6'-]''''mo B-J' 6'-5' 6'-6• IW-]' 0 9-)' 0'-11' _ 0'-J 0'-6' 1 0'- ' _ 0 _R 0'-0' J -9 J'-B' T-9• 0'-0. - fi'-]' 8'-T 6'-R• - 6'-3 _ 6'-2 6'- ' 2 6-R' 6'-J- 6'- 6'-4- I2'-6 I2'-6 I3-6 IY-6' 13'- 6' IR'-t' 12'-0' _ 11'-10 _ I1'-9 tt_-0' '0'-]' 11 -5 11'-Y 11'-5' 11'-5 9' -0 B'-I' -1. T-II' J'-4 6'-,. 6'-4" 8'-1' 6'-0' 6'-0' 6 -1.5'-0 0 ♦ 6 -S 6'-6' J- ' 6 =11' 5'-6' 6'-2' 5'-11' S'-0' S-6' S'-8 }'_ 6 S-0 S'-0 ] 595A '12'-3 S'-9 12-0' 12'-6' 12'-0' IT-6- 6 13'-0' _ 12'-6 I2'-6' 12'-fi' 12'-8' 12'-Y 13'-1' IR'-3 13'-] 13'-J M0 1.0 {].0 no no no 66.0 ]QO )8.0 MO no W.0 ME, IMA 20 -0 30-0' NI-0' 30'-0' _ 20'-0- 20'-0" 19_-S• - IB'-4' IJ'-1' I6'-6' IS9' 15'-0• 14'-R' 13'-5- 12'-9' J'-10' J'-1' 6'-10 6'-0' 6'-R' 5'-11' 5_-9'_ 3'-9 !'-9' �� S'-9' 39' 5'-9' S'-10' S'-10' S'-11' B-]' 8'-10' 0'-0' 8'-R' )'-II )'-9' ]'-9' ) 0 )'-0' J'J' )'-0'S'-1" ]'-)' J'-T )'-0' J-3- - I'-{' 6'-6' 6'-0' 3'-8' S'-6• S'N' 5'-4' 5'-4' S'-4' S'-5' S'-6' S'-] 13-D 11 10-11' f0'-8' t0'-2 9'-10' 9'-Q• 9'-6'' 8'-S' 9'-{' 9'-Y. O'-J'17--' 9'-] 9'-J' 9'-3' 9B' --11. '-B' J'-6' ) -4- )'-0" 6'-10' ' ' I• I' 10'-)' V-o' 97J e'-]' 0'-11' 8'-7' Q'-B' 0'- s' 0'-4' B'-]' 8'-2- 6'-J 0'-1.'"II'-5' ''''11'-5' ]'-]' ]'-'3 S'-J• 4'-IV 4 4'_8" 4'-0' 4'-Q' {'-0' 4'-0' 4'-10' 12'-6• 7-6 12'-6' IY-C 12'-0 nI'-10' 11'-9' II'-)' 11'-e' II'-5' 11'-! 7'-8' 6-11' W-6- !'-11' 5'-7' 5'-6' 5'-6 S'-0 S-6 S'-0 S'-0 Y-]{ S'-0 3'-9 12'-6 12'-V 12'-6- 12'-6' 12'-6" 12'-6' 12'-0• 12'-6' IY-3'60.0 I2'-4'_9 12'-JMA I2'-3 1]'-J IMA 110.0 I]'-2- 11'-]' 6-0' 8'-0')'-' Y-J' S'-J' _ 5'-0 J'-e' )'-9-8'-0' 6'-]'J'-9 )'-9''-''6'-0' 0'- S' 11'-5 6'-J' S'-9 S'-10" IR'-J I3'-J 1010 110.0 I]'-3' 11'-]' 6'-0']'-]'S'-J fi'-O'J'-J• S'-e' 9'-J 9'-3' 1 B'- ' e'-J'S'11'-5' 3'-1' 11'-5- T-9 S'-10' 12'-] IR'-] 116A 11'-1 8'-I' )'-J' S'-9 ]'-9 6'-9' 6-10 J'-9 J'-9 6'-J' .'-J' II'-3 11'� 6'-9' 6'-10 S'-II' 0 6'- ' I]'-J I2'-J 1150 1=0 11'-1' 10'8' 6 -1 6'-1- J ]J-9' J'-8' S -9 S'-9' B'-J• 9-]' B'-,. 0'-3'S'-5' S1.'-4'11'-3' 11'-5" S'-I1' 6'-0'129 12'-] I3}0 IbA t30 11.0 imo 10'-]' 8'-IO' 9'-5 9-1 0'-10' 0'-1.6'-V B] 0-0_ 0'-3' 6'-]' 6'-4 6-4' '-' 5 6'-]' J'-Y ]'-J' J'-J' Y-) - )6 ]'-]' J'i" ]-6' S'-IW S'-f0 5-11" 6-0' fi0 '- 6-1 63' -2' J'-lo- 7'-9' IV J'-10' )9' '- )H ]-9 Y-0' i'-0' -3 )'-S -4 - ]'S ]0 J'-] J'-%0' )'-9 0 T-ID '-1 ]'8 ]-9 )9 -9' 6'- 6'-9' 6'' -10 11'-3 11'-3 1 IT: 5 1 J'-0' J'-0' 6'-1 e'-1 13'-] 12' 13-J 13-J IT-J 12-J 12-J 120.0 1= G.0 1OA InO9 ISSAe'-0 10-3" 9-5' W-' B-10' 8'' '-' 6'-3' 6'-4- I '-S' 6'-8' 6-6 6-_IMO J'-T ]'-0 Y-J' )'-6" ]_ - -T T- 5'-10" 3 3-11 6'-0 6-O• 6-1 9'-1. 9 93 8-] B'-J' 9-J 9-3 T-3 T-6 ]-6 B'-0' -3 '' 0-3' 0'-3' 0-2 6'-2- W-9• ' 6-9 6-1.- 6 -I I ]-0- J'-1- W-5 11-5 ''_ - 211'-5- ' 11'-5- 6'-1• '' 6-1 6'-3' 5'-0 6-J- 8-{ 6'-5' 6'-6' 12'-3 I2'-J0. 12'-3 1]'-J150 12'-J 13'-3ISA 12'-3 I2'-3 ULLION MULLION SPACING: 1'S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. j MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, `gg,,aER A. j Y 16j -,' T s .�(:y`-4(Q. LI• ,4I Tye �y" 11 AL EP�p) 111 II rryi... rFFlll P.P.E.SEAL/SIGNATURE/DATEE .2.11 o11CCD 1„c T-FROHLog IL ECO „LLn a,.,„e D i„yr , Mr. pifai} 4, fn r 1%sb•1-fvl ya a-mqi, Ile[e6ad.[em EB-000611B W i ACN. L .L/ IT U,.E. Nautilus Shufler J)•slem °'°""'1. Lc OIL, 1] EXPERT SHUTTER SERVICES INC. 1.1 S.W. BLTUC9E IMEET FBXT W. LUCIE. FL 349.1 ,cxc lecq a•]-v»6. ru. (n ) e]1-waa 1]-244 ONWWC W En ]4 or ac MAXIMUM MULLION SPAN (n) MAXIMUM MULLION SPAN (ET) ©4NEINI/4'MULLION G7 4Yrxl/4'MULLION GI 4'x7'xli4'THICK(B18'FLANGE) MULLION ©4kSX1/4'MULLION 4'x&'x1M'MULLION GTE /'xTAifd'THICK A IAN3IM1Y N IIUUJ0NG1 �u4 mA mA NA 7!A mA 6BD 9].y 95.0 U I]'-0' IR'-0' 1]'-W IR'-0' D 12'- ' 1]'-0' 1]'- ' 0 IR'-0' @-0' I]'-0' 12'-0' 110 MO 10,0 EQO 6R0 m,0 BSA 1m.0 IB10 SPIKING 0 'IY-0' 0' 0' 0' 0' I 1]_-0' 13'-0' 0 IR'- ' IR'-0' 12'-0' 12'-O IS'-0- IS'-0' 1 '-0 ON QOFMAl10N 11 ORENMDON 2 R OflIFMATON 1 t ORIFMAIION )R (Q) DRIpRA)KKI I OflIEMA1bN /3 (N OPIEMATON 11 ORRMRKKI R N pPIEMAl10N 1 OMEMAMN /3 ) ORIENFT aV)/2LLI ENO 10'-i' 9'-]' 0'-B 8'-P __)'a ]'-{' )'-1' 6'-I t' 6'-e' a'-6' 6'-4 B'-]' B-0' MIFR1pR f0'-II' Itl-f 9'-B' s'- S 8'-11'_ 0'-0' 0'-0" 6'-4' 0'- 2' 0'-0' )'-1 )'-p' ]'-)' END 9'-9 9'-T 6'-9- 0'-P 0'-I' )'-10' ]'-R 6'-I1' 0'-0' 8'-5' e'- ' J 6'-1'' 5'-11' S'-y' S'-6'' INIFAIOR 12'-5 12'-8' IR-8' tY-5• IR'-0' 11'-8' Kmo- END 12'-8• W-g' 11'-V 10'-II' 10'-A' 9'-10' 9'-1"'-6'B'-0'IR'- B'-s' B'-S' 0'-Y )'-II' ]'-9' ]'_J' ]'-0' B'-8' IHiEAIOq IX-6- il'-11' 11--A' 10'-11' ) 10'- ' 10'-]' B'-5' B'ti 0'-0' 6'- 10 B'-B' 0'-e'-Io- 6'-]' )'-10' ENO IB'-] 10'-0' 9'-6 9'-I' B_8' e'-e' J'-10' ]'-B' V-9 )'-1' ]'-0' fi'-B _ 6'-6 MIFRIOR 12'-0 11'- ' 12'- '1]'-0' 13=6 fi ll'_6' I]'e' a ' 1]'-8' tR'-p' 12'-6' 1]•_9• 1R'- 13 =1' 11'-1'_ ' 6' II - FNO 12--9' tR'-B' 119'- II'-R' 10'_>" y_)• 0'-3- B'-I I• 6'-)' 0 -4 9•_ 1 ]•_!' 7'_ 6'-8' END 11'-3' 10'- A 8'-0• 0'-8' ' )•_y )'-5• )'-]' 0'-11' 6-B' 0'-6' 66--4' 3 0 0• S'-10' IMFMORFHO 12'-6• 13'-6' IY-0' 12'-8' @'-6• ''0'IO' 12•_ 6 IR'-8' IR'-8 I]' -a' 13'-6' 13'-6' 12'-6• 12'-S' 3'-8' '-4 9 -B' p'-3 B'-9'10'-5• B'-A' 8'- 1•9 7'-B' )'-]' 0'-11' 6-a" B'-5' 8'-1' S'-tl' S'-y' 5--B' INIE190R 11'-6' 10'11' 10'-1' -0' 9'-S' 9'-2' 6'-11' 0'- 6' 8'-B' 0'-4' 0'-0' ]'-10' )'-B' J'-) END B'-8 9'-3 0'-y' 0'-4' 0 -1 Y-10 ]'-6' )'-R' 6'-I I' 6'-6' 0'-S' _ B'-J 6'-1' S'-11' 6'-9_ B•-0• IN =R 13'-6' IS'-8• 12'-0' 12'-5' 13 -0- II'-6'"low10-]'R__B11_6• 11'-4' 11'-0' W-9' 10'-8' 10'-]' 0'- ' 9'-11' 9'-0")'-6' _y'-]' •-4' No I3'-6' 1R'-6• fY-0' 10'-11•10'-11' 10'-4- B'-5' 9'-1' e'-s' B'-5' 0'-R' T-11' )'-a ]'-4 )'-1' INTERIOR 13'0' 11'-II I1'-P 10'-)' 9'-11 g'-B' 0'-5• 9-3 B'-0' 6'-10' 0'-0 0'-B' 0'-]' 8'-]' BID t0'' 10'-0' B'-0 I 0''660 B'-9• 0'-]' 9'-0' ]'-10' 7-8 ]'-8' )'-5' )'-]' T01mA 6-t0• 3'-e' S'-]'1 INTERIOR '' IS'-6' 1R'-e' 11'-6• IS'-6' 13'-6' IR'- ' 8 IT-$' 12'-6• 12' V I]'-0' IR-1• 11'-B' 11'-6• END 11'-]' 10'-1' 0'-0' 9'-0• 0'-8" J'-s' J'- Y-1' V-IF 0'-8' 6'-6' 6'-R'1 0'-0' 5'-10' INTERIOR 13'_6' tR'-6' IT-8' 13•_6• 12'-V 12'-8• 12'-6' 12'-6' 12--6• 13'-8' 13'-6' 1 '-4' SCHEDULE I6' (LIMBED LOAD. MULLION SPACING 85PAN INSTALLATION) FLOOR TO CEILING (TRAPPEDIMOUNTEDMA)(SPAN MI FOR END& INTERIOR MULLIONS FORA GWEN A.S.D. DESIGN PRESSURE ID a 11AND FOR I2'-0'(CASE 1)&S-O'(CASES I &II) MAX MULLION SPACING INI' 1 � MAXIMUM MULLION SPAN (IT) G d]S•x114-THICK MULLION G1 4k9'xi74-THICK MULUON G3 TxTxIN'THICK MULLION um 11 uw1 aml H 44t umrt m 11 4 it )" 1 (o)tW IIBaN 11 uKH(N'kitIS (0)t1ENO INTERIOR ENp INTEA100. BREBIOR plp INTEROR Ino 4'-0' 1R•-0• - IR•-6•Wo12•-0• - u•-0' 10'-4• la-1• 12'-6• - 11'-0' 12•-0' - II'-e' IY-0' - If•-0 tt'-p' u•-v g-5- 9'-s• .-W B•-n' IY_y Ir_u• me •-p- - n•-r a'-4• 9•-u' Jp-0 8'-0'-e' 1R'-6' IR•-6' - W-0. II'-0' W-6• 12'-6' 12•-0' 11•-p 40A 10A 0'-0'- 12'-6' IV 12'-6• 12'-6' -6• m0 no B'-0• - 12'-6' 4'-0' IT -1• 12'- W 68.0 1l '-p• 2'-6' 12'-6' II'-0• I2'-6 I1•-0' mD 8'-0 _ . 1'-R 13•-2' 11•-4• 11•-W 11•_p• 110-4- 9'-0' B'-0' &8A 8'-0' B•-0• 9'-0' 9'-0' 8'-0' 9'-0• 90.0 0'-0' - 8'-0' 9'-0• 8'-0• 9'-0• MA 8•-0' y'-0' B'-p' T-0• 9'-0• 9•-0' 9'-0' 60.0 0'-0• 9'-0• 9•-0• 9'-0' 9•-0• _ mo 8•-0• B•-0• 9'-0' 9•-0• 9•-0' -0-09-0 9-0'-0' - O.-0•'''9•-D' 0'-0 V-O' B'-e V-0• 9'-p LE 8'-9' • 8'-]' • 9'-D' B•-0' T-0- 'NOTE: USE if " IF ANCHOR CONSISTS OF HILT, INC HUSH SCREW OR POWER FASTENERS, WEOGS-SOLT ANCHOR. SEE SCHEDULES 19 2 ON SHEET IIL1 " ENO MULLION s� I �� --- I INTERIOR i --- — I MULLION 5 ,s .. l MULLION SPACING: "S" 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) OFf.R000fift • P.E. SEAL/SIGNATURE/DATE SCHEDULE 2b' (LIMITED LOAD. MULLION SPACING& SPAN INSTALLATION) WALL MOUNTED MA% SPAN INI FOR END B IMERIOR MULLIONS FORA GIVEN A.&D. DESIGN PRESSURE RATING (p e I I AND FOR IXA' (CASE II & R'-0' (CASE II) MAX MULLION SPACING IB) - 11NYINy lux ASa 11ESR1 Iatilall MAXIMUM MULLION SPAN (0) G 4'x6'x1/4-THICK MULLION GI 4Y8'd!/`THICK MULLION G3 7xTx1N'THICK RANGUMULLION 4� (e.fa 9PNAAoFEDIM w' 11 at UDENNNKN 1 of Dtlr 11 a)t Dm 11 zt ➢m (o t A[XN 11 at Ilan mit END INTERIOR ENO I INTERIOR I INTERIOR END lN1 m NIA 12•-0• - I2'-g tY-64 12'-e' 12'-8' - I1'-0 500 IT_0__ - I2'-6• 12'-6' I1•-II' 12'-e' - II'_o' 400 WY C _ I2•-6• 11'-8' 11'-4• 11'-6• - W-0• 0.4 f N.0 12'-0' - 12'-5• 10•-11 10•-11• I2--6- - W-D' no 11-w - v'-p' IV-4" 10--r 12'-0• - u•-0• m0 I2'-0' - n•-e• e'-Io- m'-r u'-a' - n•-p• mo IT-0- - 1r-e e•-s' 9•-u• Ir-O- - n•-a• mn Y-D' it-Y 94-4'- 9'-f1• t •- n•-0• SM1B a'_p' - 9•- 9•-0' 9•_p• g'_0' _ g•_p• m,0 •••1ap 6•_0• 0'_w0• g•_p• g•_p• p•-0• - g•_p• 8'�0' _ 0•_0- 9•_0• 9•_0• 9•_0• g•_p• m0 8'-0• 9'-0' 8'-0• 0' 610 6'-0' 9'-0• 9'-0' " 9'-0' DAffV m0 9'-p' 9'-0' 9'-0' 9'-0' 9'-0' 6M T1.0 8p' p'b' _ g'-p• g•_p' • 0' _ g•_p• ]0.0 _ 0'-0'B-0• 9'-0' 0• m0 8'-0'V-0' 0' m0 6'-0'0• Ao.-M V-0' I. 010 9'-0•g•0• 9-0' ` - 1mD 9• p' e•- 62017 %L G MG ftningn.ft75ysfaln UTTER SERVICES INC. 17-244 V��lal] Ib SCHEDULE 1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (fl) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.) & A 7'-0" MAX. MULLION SPACING (fl) - 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--0" MAX. MULLION SPACING (FT) DEEDIDN RARI1Mi (".L) mA)rn10 MAXIMUM MULLION SPAN ITT) Al MW LP'x'1') V Nc (N' MAXIMUM MULLION SPAN (9) ©4"x8'k1/4"MULLION G1 4'k8"xi/4°MULLION G2 4k)'x11/'THICK (JIB'FIANGE)MULLIDN ©4"xWX1/4"MULLION G7 4"x8"x114"MULL ION (G2 44Px114'THICK A-FLANGE)MULL ORIENTAPON 01 E#t CRIEMA]IDN 12(0)1 ORIEIRATON 01 J#tl ORIENT010N 02 ORIEWATON fl ORIENTRION /2 ( ) CRIENTAOON BI ORIEN AMN #2 ( ORIENTA➢ON #I ORIWAP04 /1 ) t ORIEWAM. 13 ) END INTERIOR END I NTERIOR END INTERIOR ENO I NTERIOR END ENO I INIEWOR END IINTERIOR END I NEE610R END INTERIOR ENO I INTERIM ENO I INTERN! J0.0 ]'-D' 12'-6' 12'-6' 12'-6' 1 12'-8' 13=6' I3'-8' 12--8' 12'-6' 12 -6' 12'-E' IR'-8' - T-0 12'-6' 12'-B' 13'-8' 11'-fi' IT-6' 11'-8' fY-8' 4'-6 11'-0' 13'-0' uz 7'-0' 13'-6' I2'-8' 12'-6' IT-6' 13'-6- 11'-6' 12'-6- 1T-8' 13'- ' 8 IT-8' 12'-0' )'-0' 12,_6• 12,_6• 12,_6• 12•_6• 12•_8• 12•_8• 12• 0' 12--8' 12'-8' 12--6' I3'- ' b 12'-b' IT-6- IT-8' IR'-8' 12'-6' 12--6' 13'-8' IR'-8' IY-0' 12'-0' )'- ' 0 tY-O' I2'-G' IY-8' IT-B' 12'-6' IY-6' IY-6' 12'-6- 1Y-0- 12'-6' b,0 7--0- 12'-8' IY-0' 13'-6' 13'-6' IS-6' 12'-6' 13'-fi @'- ' 6 11'-8' 13'-6' 1T-8' )'-0' 12'-B' 12'-p 12 -6' I$ -8' IR _g 12 g• 12'-8- 12'-0' iT-B- 4'-6• W.0 J'-0- 12--6' _ _IY-)' 13'-0' 6 13'- ' I2'-6- 13'-8- TY-8' 10'-8' 13'-8' 12'-0' 12'-6' ='0- •-0' 12'- 8' _ 11_ ) IV 12 IR•_6• 12•-8• W-6• 12'-6' 12•_fi• 12•_g• 88.0 )'-W 1T-6' II'-S' 13'-6' @'-6' 12'-0' 13'-T IY-6' 12'-6' IR'- 6 13 -6- 12 -6' 0 ]'-0' 12'-0• 1L_3f_ 12•_6• 12•_B• IT_g• I2•_]• T2•_0• 12•-B, 12•_6• W-6• W.0 )'-0' 13'-6' 10'-IP IY- 6' 12'-6' 12'-8' W-W 12'-6- 11'-6- 13'-8' 13'-6• 13'-6' �' T-0' 13'-B' 10'-II' 13= 8' IR'-6' 1]'-8' 11'-11' 13'-8' 12'-6 IT-8' IY-B- W.0 J'_0'_ 13_-6- -13 I0'-8- 12'-l' 12--6 12'-6• II'-0' IY-6' IY-8 12'- 0• 13'-8' IR'-6' W.4- J'-1. 12'-8' 10'-0' 1T-I_ 13::6' IM1=) @'-8' 12 -6 IR e_ 12'-6' 70.0 ]_O' 6- 10 - b' IY-6' IR'-0' @'-8' 12'-0' @'-6' 12'-0' 13'-6' )'-0' W- ' B 10'-5' II'-0' __T-8' 12'-g• 12'-8' - I1'-]' 12'-B' 12'-0 12'-B _ 13'-6- ]8.0 )'-0' 12'-1 10'-R' 10'-11' 13'-6' 13'-6' W-J• I1'-0' W-6' 11'-II' 0 13'- ' 12'-6- 12'-6' 1T-V )'-0' 10'-1' 10'-If' 13'-6' 1T-8' II'-0' 11--tl' 12'-8' 13'-8' W.0 )'-0' 11--8' 8'-9. 10'-6' 12'-f 12'-6' 12'-6• 1p-11' II'-6' 7'-0- W-1' II'-6' 9'-II 10'-6' 13'-.' IY-6' 10'-10' IP-S' 13'-6' If-11' W-6' lY-8' 8S0 7'-0' II'-0' 8'-0' IV-2- IT-1' I1'-0' W-f0' ID'-0' W-S' I1'-0' 1T-6' _12'-b' @'-8' 11'-f' 12'-e' )'-0' I '-0' B'-9' 10' 1- I2--5- IO'-0' 11'-0' IT-6' II'-1' IT-6' 00.0 J'-0' 10'-]' 0'-)' 8'-10' 11'-_1.0_' .. 12'-S' ..__.. 10'-5' IV- 12'-8' IY- ' 3 10'-10' 13'-8' )'-0' 10'-J' 8'-)' 9'-10- W-I' 11'-iC' 4'-9 10'-S' 00.0 7'-0' 10'-2- 9'-6' 9--0' 11'-7' W-1Y 10'-2- 10'-,- 11'-8' 11'-9' 10'-S' 12'- ' B 7'-0- ID'-1' 0'-B' 0'-3. 11'-i' 11--II' 10'-2' 10'-f' I2'-6' ID'-] 12'-8' TWA 7'-0• 8'-10' 0'-]' 9'-T_ f1'-3- 10'-0' IO'-1 IY-B' fY-S' f0'-1' IT-B )'-0' 9'-10' 9' 1 9 _3' II -5' I1 -8 f0•-U• IU•_I• .2'-0' 10•-1• 12'-6' iWA 7'-0' 9'-6' _9,'-P -��g 9_1 11'-J W-0' 11'-2' 9'-10' 9'-10 1T- ' 6 fl'-1' 8'-0' 12'-6' W:9_. )'-0- 9'-0' 9'-I' 9'-I' 11'-]' II'-Y 9'-10' 9' 10- I2'-6' 9'-B I2'-6' 110.0 ]'-0' _ 0'-J =11' 0'-10' 11'- ' I 10'-10' 9'-8' 9'-J' IY-O' 10'-B' 9'-0' 12'-6' ,0 7'-0' 9'-S` 8'-1I' 8'-10' fl'-1' 10'-10' 9'-R' 9'-]' 11'-6' 9'-6' 12'-6' _ B'-10' 0'-]' 10-11 10'-)' 9'-) e'-3' 12'-6' 10'-5' 8'- ' I 12'-6- S.4_ ]'-0' _ 9'-0' 0_-10_ 0'-]' w-Ir W-7. 9'-)' 9'-S' 12'-0' 9'-,. IR'-6- Iffi0 J'-0' 0'-S'_ � 0'-0' 8'-5' 10'-8' 10'-J' 8'-]' 9'- ' J 12--0' 10'-3' 9'-10' IV-6- i=0 J'-0' B'-1. _ 0'-,. 0'-1' 10'-9' 10'-3' 0'-S' B'-S' 13'-6- 0'-10- 13'-6- 1".0 J'-0- 0'-8' 8'-7' 0'-2• W0 7- _10'-0- W-4' 1'-1. W-8' 8'-11' e'-]' W-6' 2i.4- )'-0' fl'-6 B'-]'_ 0'-2' NY-)' IC'-0' 9'-C S'-I' 12'-6 0'-0' tY-6' 1]O.0 7'-0- 0'-f B'-S 8--0' 10'-6' 9'-0' 0'-2' B'- 11' 12'-6' B'-0' 8'-6' IS'-6' - )'-0 0'-4- 8'-S' e'-0' 10'-6' 9'-9' 2 S'- ' 0'-11_ 11 B'-S' 12'-6' IJ60 7'-0' 8'-2' 8'-1' J--S' 10'-a' 9'J' 9'-1 8'-8' IT-6- 9'-0' 8'4' 6 tl'- ' )•-p• 0'-3• 8'-4' J'-9' .... W-Y 9'-T 9'-1' _ 8'-9' . _ I1•-6 0•-Y• @•-R• 1 0.0 >'-0- 8'-0' _ B'-S _ ]'-] 10'-P 9'-O 9'-0' 0'-J' I2'-0' 9'-4 B'-0' iR'-B' )'- ' 0 8'- 0' 0'-3' J'-J' 10'-J' 9'-f' 9_0' 0'-]' IR'-8 _ 8 -0'__ IT-0' N6.0 )0' )'-10' 8'-Y 7'-3 9'-1' 8'-3' 8'-10' 8'-6- IT-8' _ 9'-2' Y_ 10' _ 1T-8' )'-0' ]'-f0' 0'-Y ]'-S' 10'-f' 9'-3' 6'-10' 0'-6' 13'-6' )_10' 12'-6- IW.O]'- 1 ' 8'-5' 9'-0' 0'-9' 0'-4' 12'-0' 0'-11' ]'-0- 13'-8' q ]'-0' ]'-8- 0'-1 J'-C _ 10'- - 9'-p' 8'-9' _ B'-f 1R'-8' T-B' 12'-6' IW.O T-O- )'-6' 0'-0' J'-R' 9'-1. 8--10- 0'-8' _ 8'-]__ IY-S' 0'-1. )'-B' tR'-6' 1W.0 )'_ ' 0 )'-g' g'-0' ]'4 9'-10 1 0'-10' 0'-0' 0'-]' 12_-5' T-8' 1WD )'-0' )'-1' ]'-11' T-0' 8'-10' 0'-8' 8'-0 b'-I' 13'4' 0'-B' J'- S• 12'-6' 1 A J'-0' )'-x' 7'_11' )'-C 9'-g' 8'-8' B'-J- 8-1 1 12•_2• 1 7'_6• 112•-g-. IULLION 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. s s A�war� : ; C201, DUEEO 1„6. �L EC.�IN c, TILL,„r TE ,NG E„ „EEER,„G MPA„r ¢ n v E: IllemOml.mm Eb-Dm6„G .L1ER A X15 1, P E. ff OA 1b. Y .16i au ti us RGRNg Shutter System „ N W/201 arz EXPERT "SHUTTER SERVICES INC. 1626 S.W. SUMORE STREET POW SE. E11CI E. R AO6A ,eroJ i7-244 eUMx41M m rc w:4 P.E. SFTL/SIGNAIUNE/DriE , SIG E/DA