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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/d019 Florida Building Code Online As BMS Home tug In ( User Registration Hot Topic Submit Surcharge Stats & Facts Publications Contact UsBCtS Site Map unks ( search Florida P � �, Product Approval U SER: Publi<User 6SemProduct Approval Menu > ProEUR or Appliea[ion Search > Appliratlon List> Application Detail FL # FL12246-R4 Application Type Revision SC� Code Version 2017 Application Status Approved Comments C/6CIO %/, Archived O 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 I�nJ Quality Assurance Representative Michael Heissenberg P Address/Phone/Email 1626 SW Bilmore StAIEVVED FOR St Lucie, FL 34984 (772915 Ext1CODE COMPLIANCE CallExpert@xpert@aol.com ST. LUCIE COUNTY Category Shutters®�� Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Standard Year ASTM E-1996, E-1886 2005 ASTM E-330 2002 TAS 202 1994 https:llfloridabuilding.org/pr/pr ppp_Otl.aspx?param=wGEVXQwtDgvzRNLe5g40VIiltCeHwT5BBAhhvglB°/p2fxUQDampBl9gCQ%3da/p3d 1/2 4/4/e019 a Sections from the Code F 1. Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/27/2017 10/19/2017 10/25/2017 12/12/2017 FL # Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Approved for use in HVHZ: No Installation Instructions FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 244.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f. at 20'-0" 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 spans. FIL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 244 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Nez[ Contact Us :: 2601 Blalr stone Road. Tallahassee R 32399 Phone: 850487-1824 The state of Florida is an RA/EEO employee Cp_y�ht 2007-2013 State of Honda.:: Privacy statement :: A¢essiblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publlc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. `Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the 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 he-M. Product Approval Accepts: ® W9 ® 9= M fiBCLll'It�`METRIQS' https://floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OMiltCeHwT5BBAhhv9l8p/p2fxUQDampBlggCQ°/p3d°/p3d 2/2 PCA 1 LIINC _ 111 MO\V�Y 401TI[HIM M1YJ' YR4'61i '30n1 44Z-41 1981[ 'll 3NoXi I3INlT nnle �M'1 'ONE S331Aa3S Min LN Ylldl14i'AdMN9f64I)ad)( snryneN [1/t!/W D V. 0034E d0 MIS 3M. 39 TM45 ,10 MSO�L1 NOILMS MR 3L]NAN� NN 131MAJ 100Nd]01 IV NOUM1 3MINMell SLA AIRIM V Vol 0031. 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J�lDW= 31RN31 IIN 06 OW MULS 0134 PV 09 MA MIWS 91C tl0 tOf T3335 5531Nn1S 38 Ol (.(OJ M3N]5 NOUN3LSN ON3 LMM SY3tl05 TIY '1 Z MKS 33S '(03LON 3SIMVeML0 S5311,111) AOTM 91-0000 38 TM4S SNOISINJUG MMNINnW 1W 1 swaYNnn INIDuwW Nod OZ A at 513316 335 9561 3 MSY i0 C'8 OW L'I'Z'9 TITO SNOUO3S M 03NU30 SY'SNOLLYYN7SN1 '03SS3)LLS �l 10N 38833M '9Z next OZ A 91 Ai dd SI SIMNS NO 031VOIONI SOMIYU 38nMUd NSIS30 (O'SY) 'WN /A 333H1 3WdNW Ol Ol U3060 NI 9'0 A9 113141 SNW.IdLLIM AS SM UNM N01530 '0'SY Ol 03311MN LSUU 38 THIS Ot-L 33W U3d a3NIM11130 So= aN% Mason 31Y11LLIn 'NOIUON00 3AOW 3H1 AIItl3A Ol U30U0 NI ii: Mil OZ i 91 num 91 SI33N5'NO alaoicM SONWU 3tl aaw NOIs30 ('a'SY) nnnwim 3m mom lam TM6 OW OW 1104 MONA SNOLLYMISNI VOd. 01-L 3DW ONISn'S9'O-PA VOLOU AUMi0LLO3tl10 V HW MIWISNI 3S 71A1 SWMHS 363HL 30" NOW010SIMN' 3M AB'(33Nn03U SY 033d5 ONM 015Y8 V Vol 3aW 03NOIIN311 3AOaY 3141 i06091 NOU33S iDd SY 03NIN113M 39 TMM SOVOI ONIM MrM 3a>0-IITM) 53gmoz y3yNf.NU60N mr(ir3A NOM 1)Y) ��0 t-nown 39 ioN TM19 news tl3WINm5 ONIItall 5 inutinnoo m M138Ns'm�i n('033d/0Wifl0 G NO WW 9f011mold sin o "His°vilis 9uallims;s[n10°0r0+Sm�-od snminyvN'''L t_yyp� O BUILD•OUTTUSE © SIDE RAIL * aoa>•nuurNwuwr NxamuuLmAUAuw Ewe. vt.,• _ acuevo-•r LLN9IIILNRtli SO NEOY/ FORA YPoWW O.6 CLPnME BLni➢, Sam HM Ma) MM W.W. At NON NOMnWE POSIMHS. 4x8MULLION G7 4v8 MULLION QF TRAPPED ANGLE 0 eou nuu,oxuuuLor eaa,.114.uwr waamuuwwuAuw s :ar.r acue:aa•r acne-vr•,• COMPONENTS DETAR:A �_ - uwxw4Auat DETNL.e ea�evr.r BAS BE SLAT Tan,nixuuAuw arw ur•�• .am• Two V E7. SUILD-OUTTUBE afAIBNLIP+,NMYLOV awe: vr•,• m Tt 44167 ,mr �• u� aro• ACETAL BUSHING "' 1OBewOPROIgn.WOnf WAr OENNY:1Apbr1 1EKSLEY]OLLIR]II W lE6fE STESAT'1®A41IDFtl ftFMFN.1nCLWRanlm maoxolaEnESFcr:eaum• RETAINING SYSTEM: SCREW+BUSHINGSYSTEM: SCREW+BUSHING E3 BUILD•OUT TUBE - amrTaAwwuuAuw © 1fd'BE3/d'DWiSUILOEX TEX SCREW OMOWIanEL �. acne: n OI 611610 DWRUILDEXTAPCON XL ANCHOR rIREOXa1EEL wLe:iff•r OK STORM BAR JO 318'OHILTIINC.INd6(ELB hT3ANCHOR nelnuwuLw auux CNIBgi 61E aGtL lff•,• eeus,r•r Asa"mE� Nautilus LC IL ECOLMC. RouNysemwrs�aa ae{a4/n CASE nNc o- ENUNaunNa SO PAxt EXPERT SHUTTER SERVICES INC. 'mWaiew.ram:t>`uP*'am,mu ieza S.W. MWORE S,PEET 17-244 .-mxx W,.ouanuLwm Pon ST.. LLIGE i4 3.e94 oEAx,o :Y [e-aooarro wua, lem a4a:em....,� ma n:-woo .ALDER A 11LN A: Pl. ...w. ♦ YLLR 2 Man 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 10 19 20 21 22 23 24 25 SIDEIEND CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOM) .040THICK SPRING BRACKET SPRING ASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION SIDE RAIL (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR &MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS SIDE RAIL (MAIN SECTION FASTENERS HOUSING (FRONT & BOTTOM) FASTENERS END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS BOMM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING o Eon X= M lJ Nautilus RoRhEg ShvrMrsysi m W201 art IUTTER SERVICES INC. &W. MMAE Strap 17-244 sr. wcc, p. t.se. ro-aon . ns fmt m-oova met a w" & Y/7 CAP END (Typ. Eo. END) SFC k Y/7 (SE uv, BUT SPUI 11 (SCE SL11E0RE5 ON SUfEIG 16 A A) nfICAE SINGLE UNIT ELEVATION W/0 STORM BARS •. •• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCIATUAE. N.T.& PROCEOURE FOR SLAT INST'ALIATION GIVEN A SHUTTER HEIGHT• • CASE l•SHUTTER OR LESS IHM4 I GMU TO 'MT*LUTIONS MRS. W/ STORM BARS OR W/ WORM h MULLIONS W/"LIGHTS UP O WMU TO (u) TTHME W YSWONI. EXK 5110 SWU CONSISTFOF MIEN.. E f j sins •OF THAT SUIT ALL NUMBER. PROCEDURE FOR ADDING SUM OOWNMRO BEPLETESLOW 11 SU1 SHALL BE INSTALLED BEFORE BOTTOM SUT()MAY VARY "m SHUTtER's NEW. DNAL BUT NUMBER (b) BOTTOM SLAT®NUSF BE ALWAYS INSTALLED. •• CASE_2: SHUTTER HEIGHT URCER THAN I I'-0' XPPUCABLE TO INSTALUTIONS WJO MOM BARS MO W/ OR W/O MNLUONS W/ HEIGHTS LARGER TMN IP-O', (n) ME WRI GOA'N. MH SLAT I SUM AT CONSISTFOF MTN. FAZE SS) suTs OHMATT SUT ALL NUMBER. PROCEDURE FOR ADDINTIWNWARD G SUM SBEUN.' 1 SLAT SHALL DE CONTINUES UNTIL SLAT IS MOTION& 010 TSfEUSEO TO COMPLETE � TF51HEIGM (C) BOTTOM SAT BOMUST BE ALWAM INSTALLED. N. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS • NOTE: SEE SHEETS 2 & ] FOR COMPONENTS NOMENCLATURE. N.T.S. 0"n TIUTEm WIT. IME �CO EXPERT Sf 1626 D IAwN ec Le 06/20, ort 17-244 DU 0 . U,w A R% END CA tl n TA ( YP•) Mac MULLION SPACING �(SEE SCH OULE ON SME15 77/, 2$ 82) W-1/10 OR W-2/11 OR G Or @ Or -3/12 OR W-4/13 BOX END CAP Ill 1ITs SLATS, SUIS n Td // * SLATS ® 17� ES 1 sca s e (TA.) .1 scats 10 p W.. R/e 7 or (TYP. Ea. END) I R'/B SUis G or ® or MSIORN GUISE U. (SEE SGH MRE 0V I I II II I I i I R/B or R�/ 11 l II 1 1 tl I I II I I ii II i R e Or R'/ R/S or R�/ ii i i II I II i i I I ii l i i i R B or R'/B I I i BSA I I I �r W-3/12 OR W-4/13 Max. SLAT SPAN Max. SLAT SPAN IAGx. SIAT SPAN (SEE SHEET SCHEDULES ON (SEE # 16JN (SIB HET USES ON TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** MULLION & ZCo STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT IN ALATION GIVEN A SHUTTER HEIGHT: * CASE 1; SWHEIGHT EQUAL OR LESS TAN 11--0'. APPLICABLE TO INSTAUATIMS WJO STORM BARS, W/ WOW BWS OR W/ WOW BARS A MUWONS W/ HEIGHTS UP TO 11'-V (a) CURTAIN SHAH START W/ Al SLATS AT TOP, FOLLOWED BY 92. f3...... THEREAFTER ALL THE WAY OWN. EACH ,GOING SMTS LADDWNWARO BGACONSIST OF FIVE SIAT SI1 E1 SIATS OF BE ONNNUE UNTILTOTALNUMBER. �PRO EDURE HOGH IS GOMPLEIEO. OMANMY OF FINAL SLAT NUMBER WSfA O BEFORE POTION SLATPAY VARY WDH SHUTTER'S HEIGHT. (5) BOTTOM SLATQB VUW BE ALWAYS INSTALLED. ** CASE 2: SHUTTER HEIGHT LARGER THAN It'-0' APPLCABLE To INST MI N WIG STORM BAR AND W/ MULLIONS WJ HEIGHTS LARGER TAN 11'-0'. (a) CURLUN SHALL START W/ 11 SLITS AT TOP, FOLLOWED W A MEPEATTER ALL ME WAY WARN. EACH SLAT 0 SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROGEWRE FOR AOMNG SITS WWNWARO BEMOVI 11 SLAT SHALT. BE CONTINUE UNTIL 110 SUM! 15 INSIAI.LEO. AFTER r10 SLAT IS INSTNIEO, ADDWONAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. BOTTOM SLAT (a) Mu51' BE OR or®or® V/B (TIT 13 SLATS 14 SLATS PAIS SLATS SIA15 M. STORM SM SPACING-� Ip W-1�10 OR W-2/11 OR (SEE SHEET 22) W-3 12 OR W-4 13 �� V G / Max. 'SLAT SPAN IAax. SLAT SPAN Max. SIAT SPAN USSCHEDULES (SEE SCHEDULES ON (SEE SCHEDULES SHEET 15)SHEETSIsO 6) ON (SEE SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W,/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 2 3 FOR COMPONENTS NOMENCLATURE. N.T.S. won O q0OWC. EXPERT (TYP. Ea. END) INC. oPAxN BI LC 17-244 w+vc xe YT 6 V tb 5/I6b TAPCONS XL W/. 2 1/4' MDx EMSEOMEW k Ib.D.rO.O60' GaLV. STEEL WASHER O 24' o.a. EDGE OF OPERN EXISTING E21ma Ij A 0 AN. 1'x111JB• OR 2'x2'xt/B' 1/4brJ/4' " WILDEX TEK SCREWS y, ALUTAHUM tU8[ WJ I.OA.xO.O60' GALVA2E0 STEEL 5/I6.0 TMCONS n W WASHER O 2Y MC 2 IJI' Min. EMBEDMENT 6 24' o.w POURED CONCRETE 09 GROUT rLLLEO CONCRETE BLOCK WALL REQUIRED, j 8 iw >}� z SEE ANCHOR SHEETS B. 11 SEF ANCHOR =ULES ON SEE ANCHOR I: F 1177 A 7B 2 SHEETS I8, i) e Is i ° SCHEDULES ON Is, n ! { A Min. SEPARATION ', A & is I, MinTO . SEPARARON II A OOti, SEPARATION TOGLASS k�IEPoOR TO IRASS. (SEE SCIBDIDES, MINOR (SiE GLASS r, DQDGOR a a¢�T ls)Is) oN SIM Is) DW o s D 0 j! on �I —��� r O 8 �, 8 0/8 II 0/8 0/8 n 0/8 �i L, i 5/t5'o TAKONS XL W/J / T 2 1/4 2 1/4' Min. ENBEDM a 24• os. 114 WALL MOUNTING ALUM. it. W/ 4- n.e. U 2 1/I6' / o 1R. LAIN. E.D I 2LUM, POURED CONCRETE_ (1'c�].Eu Min.) REO'D. 5/Ifi'm TAPLONS'NI. W/ 22 Y 4' Min. ENBEONEM 1 AWN, ANCIE NCIE -r MOUNTING BUILD-OUT MOUNTING rar >r ,•• a/ '; ELORIM BUILDING CODE Mon B19N Velocity tluMronE Zm1E) 44167 `'•. 1e12 %ECG WG Nautilus Ro1Bn932ottE1•Sptem INY4/IT 1L ECOrrEQ. nm Tcmfio TMmnccwxocoMPAnr YM xr. Nw W 4 m+RaM cumn. I1 Min w.. {xaw�-pan.. rn Wlrli-vui .- ®woeo4> WN.T01 A 1LL�� Jr. P.G RAMM Lk.1 NIE2 E� y \ / �. IVf 'N \\ �P. 6�•lEtat EXPERT SHUTTER SERVICES INC. 162E S.W. IPLINORE STREET Pow 0. wm IL ]aB8i WrXw Om>ie-ova. rangy nnl -owe 17-244 oTu\w¢ iw N yxElT E >9y ",•••• t Jit DATE LI051wa Nvw I15u1 W WN5a6 PMm a/laro bDCP'6 a N/ s/le'P TIA'Vxs n N/ : 1/]' vn. PEXLIM1Rw 111•n/e• OR I/.v.)/.• nN 81ffiOf% 1/.'PaH' " 9BW t11k1/e' OR m scOms N/ 2 112' rry PLNEIMIIy! 6 Iro1D.A060' atv. IXISTNc 11000 • Iro.W00E0' G4.V. 2•d1I/a• 1Ex sCRCY+ W/ 1' 0.D.A.aC G.LYAWZFD AILY➢NY•IVOE 1' O0.AOt0' E4Y4IIID GO4a1G STEEL WES12B O ].' o.P. VSSES CR RmEii 51m. NAa01 O ].' e.P. 2WYPAIY 110.1E SR6 V/SEEN v 21' a SaEL W191[R W 31' es. RIIeSCa OR P•,ffR OR 5/16'P TAI'CgK A r a(16'P fWO��dla A W/ 2 1 2• W/ 21yy ElMsa1 t>pN O 24- as. D 2P as. OCONT OO OR 2 2 WOOD REQUIRED WOOD READS 2.-CO WOOD HMO WG00 HMO REQUIRED ROOMED I EOG[ I M P 1 M WERNO ME QcI M D�PEEEpa i M p D D MOM I y yy mslws EIOOmR p_A59 m (BMW, GYz1wD . (OWED) I �� (BEri1O)) { � Cp y5a R% QR I 31.' OV J e�AM1gN q,1 QIB91. E Q (x�®1' Q¢ I � , W, (2)®1' emNUnDN iD MVOQ OSIM 3 IC]) G. OW. WOOD N GW3 Mmav[a A 13Po�D0 S�luo - -i- N34 I Ba fOm E a Ra:amaEa ,a le•O.C. SNp o. I6' I vm,J) 1 wY RFaNREO vat N) y fs¢ Rsm]o1 Om IN lEE ANCHORS HK (sQ snE[r w) aHQr I E[xErmE n E 30) I NCR 11 Q Ga E2,na X)E a 4 0/8 0/ 9 I 0�8 1 0�8 j (�2])J 2fO.• OR u1aoRs I I mvl 3 w 1 E NIVL•�TD00 ON 11 QTQOE CE i xG` 21 ON eB ]1 1 D ON 1 EDLC O ME B wWov"cEo1.e i D 8 I stt warns E. I I//]] 1 IfllQoex' 0E R U, I E E. 21s•A.DU'• . u ON SHEET 21 .318E IEIaE 1 , E. AO.0'.1 1/2. ]O) e/1V. TWCFM n • OI8 � 0�8 l%LAWNS a 1 M 21 4rn E I P6&DON B / 2W • O U. en YN' 00. 11' A91 211' OR 2. mm 0 31' u. ]'tl' OR 1 [OSKO WOOD ]1P C0. ]k CONE. W000 f2x01 OOIRND WOW kb51w6 WMQ TOM. NWO scD PI TE WOO NWD SUB OECN OR n �Da �W RED CK OR m bUB PW�II.R WEWBMW RED CONCRER SUG KWm (SEE aQf 10) now KOWED. SUB (SEE SNEET 10) 8 R[aRR[p. R[WWED. REEK 2D) ACQUIRED. (SEE IO) 8 RLOYWED. ME . L WF1N2mE1 L t / BUILD{)LITMOUNTING SUIL"UTMOUNTING WALLMOUNTING WALLMOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E41-STING.WOOD BUILDINGS RORM BWLIDNG COGS (Nun 81RO VeINAYY Bu16COM Zan) ;wl Q2D1,nawwQ. Nautilus Qn, s o �' RC81ny ShvNOrSja(un ayx./n LE CCExc. da EXPERT SHUTTER SERVICES INC. RO Dun ,rnwa a mcwcwxQ OO4Pwr 1° EETJi.984 out X• WW, i ' a A M O WCE. •- naa.(eaot 1n-Ne., rre n en -am E NK1EN A Y. M SN6r 2 of" P.c s [(MTE ,iQRd Ek. (..I0 O �'q TRAPPED MOUNT 17& 0 C o.a In°• V•' �EGTION W� STORM BARS oR ,/e• s<m SECTION P—P (PLAN) RUH O—OUT MOUHT �I/1^• • '• 01D ORn1/. 5• /SD• P kJ CRn1/. fin• S�DP oFD ct A InLf_ 1! DIv.• /[. ,/. '/. OR ,/S• P D O1/fiD D CEGTION Q—O (� SECTION 0-9 (ELAN) ( AN1 R (LLYiEGTION R—R (PiAN) SECTION R'—R��Nl ORIENTATION /1 ORIENTATION !2 ORIENTATIONS j1 do ORIENTATION q2 WALL MOUNT END MUWON WALL MOUNT END ►iUWON WALL MOUNT INTERIOR MfuON TRAPPED MOUNT INTERIOR MUWOH 4OR INSTALLATION DETAILS INTO MULLIONS G, G1 G2 2� x'x afi'x1 z'x+" OR I (SEE SHE(SEE ° r*ALTER14ATIVELY TOQN . A MSHEET 'fi'SR1D OIN. 4"0-20x3/4" S.S. M.S. f;SEE SHEET x01 (SPE SCHEDRE pEYW/ NUT_MAY BE^USED OR ,ro• 5ti@ 1 Owl O i• 0.C. /� I OP)n'0 le lO FLUSH MOUNT (WALL1 '�/ RUILO—OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS Swn ,/.• . r L1EEC0 r SFrTION 0'—O' (PLAN) ORIENTATION U WALL MOUNT END UWON S.W. oauW ar k mn./n uW: 17-244 Wawa w 1/2' Min. ED. J M,n. 3' 1/2' Min. ED MR 3/8'0 CMA-IN ANCHORS Min. E.D.�FOR 1/4-0 SOLID-SET'ANCHORS ' Min. E.O. Min. E.D.—{--FOR 3/8-1 AWN BOLT TE. EMMSKN1 ANOAIRS 1/8" Min. E.D EDGE OF l/�, if APPIICPBLEI 1/8' Min. E.D FOfl 5/16Y iAPCON XL.ANCNORS �EOOE OF SUB 5/18Y TMCONS XE W/ IFF IPPUGBIE 2 II4' Nfn. EMBmNRiT & tASHER 0A0 CAV. / STEEL WASHER O 24' o.c. / I P Mln. R.1 POURED FANCR U Y O 9 POURED :CDNCRETE (Fc•3 K.1) 5• min. 5/16.0 TAPCONS XL THICH REQUIRED Y I I &n % 1'0.0 . . , STEEEOL W06 li O 1 I f* - ASHER DY 24' o.c. 2' 6 O 1' Min, FORJV WINO ZONE-•� „ 1-3 t „ I I o I u I 2' Min. FOR 11SEE STEP 3 ON 9HEET 14 FOfl SPECW. _ �d „ WIND ZONE �MIRUTIIENT II FOR WING 20N0 1 THRD 3 CpC; IWI I D„ZONE -•+� 5 -" u I L7fIFINDfl �' g it GLASS^qqq� � �� 2' (Ain. FOR q D A YANG ZONE+6 I II Ot A jigj DIIMI = E .Min. y SEPAWPON TO K N .-.tl'J GLASS EDULESEE 16)NI (SHEETS A fi-0.._ n 15 R ((Q 3/8'0 CALK -IN ANCHORS OR (4)) 1/4.0 SOLD-SEF ANCHORS OR (43 3/8-0 X51X BOAT TZ MANSON ANCHORS OR (4) ANCHORS* PER ((4 511VO TJJKXIN XL ANCHORS 1' 3' 1' STORM BAR CONNECTION, SEE TABLE 2 ON SHEET 23 1• (Typ. TOP & BOTMIA) 1' K DaErlOR Y 2'.2'.1/B'iA'-5' (6063-78 ALLOY) 2' O O ALUMINUM ANCLE EA. SIDE W/ ME1/4'0-140/4• NW AUIIDEX TEN WS TO STORM BMW 5' (TYD• TOP & BOTTOM) SECTION S - S wDn.E awn rlur 1Y96Om .rto 4ATW umaa DETAIL A 4e 1/4' a-20 OR 3/8' 0-16 MACHINE SCREWS USED JOWLY W/ 1/4.0 . 3/4' SOUD-SET OR.3/8•a . 1 1/4' CALK -IN MDiONS RESPECTIVELY SHALL BE LEH TOGETHER W/ ANCHORS AT ME TIME STORM BARS ME REMOVED. (SEE CET. A). (2) ANCHORS* PER STORM BAR CONNECTION, SEE TABLE 3 ON $MEET 23 �(Typ. TOP & BOTTOM) (2) 31WO CALK -IN ANCHORS OR (2) 1/4'0 SOU➢ -SET ANCHORS OR / 4. (2) 3/5'0 KWIK BOLT T2 EXPMSION NO ANCHORS OR 1' (2) 5/16'e TOCON XL ANCHORS to K ExImIDR 2' 2'a2'v1/8•.0'-5` (6063-T6 ALLAY) 2' A ALUMINUM ANGLE G S1DE W/ (2) 1/4'0-14X3/4' ITWBIIBDEX TE% SCRETVS TO STORRM BAR C19 n I I (TYP. TOP/60TTtlN)u I (GP, TOP/6cROM) 5' (TYO. TOP & BOTTOM) ® II � M m o SECTION 31-S1 TIli Imo) .R 1/16 4 POURED CONCflETE Alin. /MIN. E.0 E.D. 1 1/2•.1 1/2'.0.052'.00NT. ALUM. b - O p THICK XEQ IR in. 5/15Y TAPCDNS XL W/ T 2 1/4'OLE WNN EMBEDMENT 0 24• ae. THICK REQUIRED 2 1/1' Min EMBgYDM• • t / O On CORIA/ /�EsLa WALLMOU t `....C,' �!/j% I (h•3 A.O R PUM�CABLE Y CMS''•. �� ; FLORIDA BUILDING CODE (Non High Velocity BYHTmne Zone) s' m" I%C* ATR'D 1/2' IN.. ED 1/2' Min. E.M FOR 3/8-0 C UK-R1 ANCHORS T4TEf0 NO. MIq en O I-3' Min. E.D. 3' Min. E.O.--I--FOR 1/4•0 SOLD-SEt ANCHORS • 4 4167 II^+ Min. E.D. Min. EO.--I--MR J/BY I(Ntl( SUIT TZ WARREN ANCHORS � •p * �RoR1ug 38oNw3yaMm oyv/,] l--] 1/8' Min, E.D 3' I/5' Min. EO.�{.-FOR 5/I6'p IAPCON.RL ANCHORS "�• ) IL E CO 2FED. a� +p �Lur TLSIIN�mA na,HFm,xa cttanPsm EXPERTIaSNUTTER�SEHRED INC. -AlK�'p'• N•ta' L+ i:'. .-ive:.u, It:,. v, n-2aa R TO CEILING (TRAPPED AND WALL MOUNTING' STORM BAR : S/ Gt dT * WI'wa^"�"I Plaw:1.1i ::me°%.R.� 'm°.1-aosa DM*'�* ft SECTIONS V HALE d m-aa„n10 RLL1O1 A 11LMi J,. P.E. SGNE: 3/l6• 1• P.F. S TUBE/DATE R,,R, U„, 0 sa.1 smart a nn Min. E. 91 Min. EDGE OF SIAB or ppm POURED CONCRETEJ (F0 . 3 Md Min.) B" Min. THICK REWD. EXISTING — CLASS �N o� zo N Q/8 or = R/8 or R'/8 a X Om. taP/mrlo Min, Min. Mn. E.D. OR I 3/4'0 KWIK BOLT TL EXPANSION ANCH O ENO AND INTERIOR MULLIONS ©& 0 (ORIENT TION 11) AND END MUWONS©& O1 (ORIENTATION E2) FOR (2� 3/4'0 MIX BOLT TL EXPANSION )Ain. E.D. ANCHO S O INTERIOR MULLIONFJ (ORIENTATION 82), EDGE OF STAB. IFFF APPXAM /2" SECTION XI -XI W! (Gi F ALTERNATIVE SECTION Xl-Xl W/ n* 1 Min. (END & INTERIOR MULLION) INTERIOg G OR Gl .W ORIENTATION 2 O (W/ ORIENTATION U 11 (6°M4°) (4'X6°) 3'XJ'MI/2`XO'-4• ♦" 1 1.2' 3, 1 /2' 1 1/2" 6, 1 1/2- (6061-T6 AL" EXTERIOR Alum.ANGLE EA: SIDE W/ TO) MU LIONTH(G�yU kOLTS -(�p - J' -((� J" 3' ® (f 1 3/4'0 KWIK BOLT TZ G) G1 EXPANSION ANNOq Q/8 Or W/ 6' Min. EMBEDMENT T0, I j POUREDCONCRETE (TYP 4' D(fERIOR I I 4" EXI R/8 or TOP & BOTTOM) I 1 R'/8 G,1 B-EMOR i SECTION XI -XI W/ (G� POURED CONNLE (Fe . 3 , a!) (END & INTERIOR MULLION) i 6" Min. THICK PEO'D. (W/ ORIENTATION A 11 EOGI- E OF SLAB (6°141 IF APPLICABLE FOR (2) 3/4.0 RWLK BOLT'T2 EXPANSION min. E.D. ANCHORS O INTERIOR MULLION @j (ORIENTATION #2). Min. EL. OR (1) 3/4'0 KWIK BOLT n EXPANSION A ANCRO O ENO AND INTERIOR MULLIONSW END MUONI GtATION (ORIENTTAt ATION2gAND 2) FLOORTO CEILING ITRAPPED MOUNTING: MULLIONS Q OR -0 SECTIONS W1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION scme. VB' - I' 313'X1/2'1i0'-8' (606(-16 ALLOY)L3"M3'AI/2'10'-8' (6061-T6 ALLOT) Alum. ANGLE EA SIDE WY 2) 3/4"0 Alum. ANGLE EA SIDE YI/ 2) 1/4's TNRU BOL15 TO MULLION�Q & (1) 3/4-0 WAK BOLTTTTZ E P 90NULLION A: (2) ANCHOR KWIK 6' T2 EMP�ION ANCHOR W/ 6" Min, EMBEDMENT TO ANCHOR. CO CR Min, EMBEDMENT A TO POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP& BOTTOM) BOTTOM) (END MULLION ONLY) (INTERIOR MULLION ONLY) ALTERNATIVES SECTION XI -XI VVI (a s (W1 ORIENTATION. N 2) (4"ze1 BOX NOT SHOWN FOR CLARITY �S[.TEIISSiva+l Nautilus LC N01Rng SARNOrijfihm Ge/xVli pArt EXPERT SHUTTER SERVICES INC. 17-244 m1 IY STINT 10 ain' Mln. E.D. r(SEE SCHEDULE /1; Of SLAB IF APP[XABI.E "L G II u u A ExII CLASS u z � Min. �� u II II r Y II it II �� II n D gg C^ ®R n 0/8 or R/8 or RA/8 ll (RP. iM/EODOu)l D II II II II Min. ED. 4) A SCHEDULE JITI SEE EDGE OF SLAB IF APPI�IGBIE POURED GDNCREM S'xWxl/ (Cc . 2 kilt Min.). (6061-7 SIDE W/ (]] THRU BOLTS TO MULLION ALTERNATIVE SECTION X1-XI W! n+ C7 ($X& INTERIOR MULLION ONLY W/ ORIENTATION # ) y SEE MA%IINM©(IMWOR) a�(Dm a WESER) FiAFM YGUIREG MULLIOIs SPav COWRED BF SCHEDULE Ie FOR NSTAIUDW CASES 1. IA a B ON DODO 25. (LMIm LOAD. YIIWON SPACNC An VM IWALATIO* NmIWKt1ONE I - RMIDWUL NO COMYmOAL /PPU OIDONS MRI ENDS Nhi. UAMMU ASD. DESIGN PRESSURE PANG. - MAMY MULLION SPACING. ffE SENENAES 11 a 12 FOR ADORIONN SPUD. FMU*M OSE 4 - RESIDDDUL AND COUYEF ON APPUCIDOH W/ J, AI. um" ASS. Guam PRESSURE Pam.G'61' MA)DUW UUUmN SPAM. SEE SGNEDM !I 11112 MR ADpD@UL SPECS IbWlA IN 02 0 - COMMERCIAL MPUCETO FOR MOOD P,•F. MAWWY ASO W31ON PRESSURE FLAW. B'-0• WAMUM UULOON SPAONG SEE SM OULM 11 a 12 FOR AGEMW L ssas. (SEE SCHEDULE 12) + I ALLOY) TOLE EA SIDE ALTERNATIVE SECTION X1-X1 W! (G� _ �. i/uvworRrQ (4'xV INTERIOR AND END MULLION W/ ORIENTATION /8 of i EXIER OR R/8 or (CHDRs SE S_ R'/8 SEE CHEOUIE 11) 11/2 ERNATIVE SECTION Xi-X1 W! fl) INTERIOR MULLION ONLY W/ ORIENTATION # 2 .I.- I ID 0 1 J/.%HIT / Lch CIL //JIEOGE GF S1AB [WE OF SLAB/ Min. E.D. I((LJJI�L�I1L[�/�11/// )L-�L�L\� Wn. E.O. IIF 1P%1Pl.BLE U /PIUMLE (SEE SCHEDULE Bt) (SEE SCHEDULE JI)� (H) ANCHORS PoURED CONCRETE (SEE .SCHEDULE 11) t• V Exam (Ic - 2 kill Min.), -_--_- 1• SEE SCHEDULE 11. ALTERNATIVE SECTION XI-X1 WO + FLOOR TO CEILING/TRAPPED MOUNTING: MULLIONS n OR" SECTIONS W-1 (4'x8' INTERIOR AND END MULLION ONLY,, Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* No, 4416T —II-Ntnut�nl nxn runtlnu nnAu.ALtn LuurinLr nnAnllln IklnTAll AllnLln if �� 4 SCALE I/W - 1• • SIDE RAIL 0 AND BOX NOT SHOWN FOR CLARITY SCHEDULE /1 INSIMJAIION THICKNNESS NNHGR TYPE U SIZE (TV. TOP a SOTIOW) YW. ANCHOR OISI� m GASLS REO'D. LYBCDYFNT ANCHOR S/eY NO Pm HUS-H SCREW a 3/0•1 PaMR FASTINER WEDGE -GOAT ANCHOR FOP©&OONIISRmR) MUWNK 21/2- S I/2• W/ ORRMATION 12. T a• 1/21 NO am HNS-N SCREW! a I/2Y. POWER iA51FNER ORRNNLMOOR fNt QR (ENO a I um) RUWON 2• G• wS% 1/2-1 NO NO NYIK BOLE R Ml y FORF& ® a man MULLIONS W//aRIEMAnON 02) a ®.(M I UWON W/ 2 1/2' Is11r AnM q. 4 A• 1/2'0 MAD NO HUSH SCR QQvv a�(] . POWM iASlME11 ,NEOGE- EMT MCI iOR(c)A Fq,(MD OR MIERIOR 2• S• MUUJON) W/ OR NUANOW II OR 1 /2-1 Nm WC KWDt BOS Tz aN. FOR a A, MEAtOP uwONs w/ oIGEIRAndI /2) a 00 Y N W/ AneN /R}. M S' I/TA MAn HNC NUS-H SCREW OR 1/21 POWER IASIFMR E-GOAT NCHOa WNIEMNOWNWN.a,6 23: yNAD Q 2• G• /-0m NUIEGNS /1 OR /2. SCHEDULE 02 INSfAWCAS�RON THICKNESS ARCHON HYPE !SIZE (IMP: 10P a BOIitY) 0 ANOE PIGS PEa'a. MDEOYNIZDN ANCHOR A. Zk a 0 R. 902= NH SCREW a 5/8-0 POWER FASRNE11 2 Ilr 1 Z I/Y FLORIDA BUILDING CODE (Non High VOledty NumIcane yule) G 2G17 71L1ECO 41G 4mNautilus Rel/1ng33u brSjafuM °""AH°' L E-i c 0 o W EXPERT SHUTTER SERVICES INC. I818 S.W. 9Atuaif 51RER PoRf NT. iurA. {L 242e4 n'a'm Yu-wx.rue n ml-MN IINa III [NeIN[[PoINCPYPANY wW,TrH'i--lemn. eNiPmnA--1Aattv,a -�, R4mRedsen, ES-000871Da noeclI MaV� Ni07 17-244 DRA19G w SUED! Iona I dCRETE (re . 3 Id IAn) Min. THICK REQ'D. iq OR ?d q E R/8 or n R'/8 u 9w n 1' DEPDul/8' Cen1. (T zL BOTTOM) iM) W/ 174-OW4" OW Bun : TENT o 24" 2 W/ 1. O.Da0.060' WASHED 0 24'b.c. I END CM EDGE 11 APPUCABLEJ - — _ {°'�I EDGE IF APPLICABLE 7 3/4" Min. E.D. 2"J I _ 2' I I r--CA 7 3/4' Min. E.D. j POURED CONCRETE _�I III 1 c 3 ksi Min. POURED CONCRETE S. Min. THICK REO'D. (I'c = 3 ksl Min.) \ 8" Mln. THICK REO'D. 1 2" r300 OR Gi s4.G OR2•7 3/4'in. E.. 2"0/8 Or 7 3/4' Mi 4'x4"x3/B'R/8 of_ -TB A1L0'() 7 (6061-T8ALOY) / SIDE. EDGE IF APPLICABLE/ um. ANGLE EA S10E. _ R, 8 EDGE IF APPUCABtE� D (ALSO MOUNTED INSTALLED TRHOWN, MAY BE APPED MOUNTED SECTION X2-X2 W1 CGi OR �} ALTERNATIVE SE& TIONINTEX2-XIORMUL(LION MG OR PER SECTION R'-R' ON SHEET B.) IEND &INTERIOR MULLION) ORIENTATION. H 1) I I IN... -r -° .......\ . "I 4"K6" Dr 4°x8) Min, EA 11t 11/2•xi 1/2"$0.082"HCONT. ALUM. (6'x4° or 8"x4) 7 3/4' -. ANGLE W/ 1/4'fx3/4" ITW BUILDER 11N. E0. lEK SCREWS O 24' O.a TO TUBE. 1 1/2' SIDE RAILQ NOT SHOWN FOR CLARITY POURED CONCRETE (re - 3 W 16n) i 7- 10" B" Min. THICK REO'0. IIw. NPi66R00 1 1/2' --+eQ4 I 1 1/2• (nP.TMlb3Dgl) 7 J/4' x413/B'°0'-10'(60s1-78 ALLOY) Num. ANGLE MN. E.D.-EQ-A SIDE W/ (2) 3/4'e THRU BOLTS TOMULLION \ & (2) 3/4"0 KWIK BOLT T2 EXPANSION' ANCHOR VI/ $ Min. EMBEDMENT TO POURED CONCRETE WALL. (M. TOP 6: BOTTOM), EDGE IF APPUCABLE- WALL MOUNTINGWALL MOUNTING' MULLIONSaORR POURED CONCRETE WALL SECTION W2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE; 1/8' - 1" ENN§ No.44167 O MI> Ri[CO OIe. LTC O 2"xMULUON I/ CONTINUOUS POURED-� 2 CONCRETE (rc a 3 w MA) Mint B Mn. THICKNESS •z REO'D. ` 0 6 I A Q/8 or R/8 or o R"/$ o o a R I aI5TN0 it 7 3 •"'� I 1 1/4' - 1 mNOCUS POURED . L4'x4". MIN. EO. CONCRETE (rc a 3-13'— EO -ED EA. S Mn) B" Mo. THI \� & (2: t/41i,x9/4' DW BUWEX TEN SCTIM EDGE IF APPLICABLE W/ I. 0.DXD060' DALVANIZED STEEL {x1/8" Cont. T - - - - q .1 BOTTOM ) W 1/4'( WABMR @ 24" P.c. EDGE IF APPLICABLE 1_ 7 1 2 Min. ED. T / 2 7 1/2' Min. E.D. .-� 2•� g \ r / 61, Y \ C POURED CONCRETE (i'c = 3 A61 Min.) ( POURED CONCRETE 6' Min. TNICKNESS EXTERIOR e i 3 k6 Min.) 4•EXfEA10R RE0�0.. Mtn. TNICKNESS IREO'D. lfl `-END CAP ©OR Gi EXTEIDOR 3 or 3 or /8 2' u I, bOR© 7 1/2" MIu E . 2. —1 A- 414'x1/4' f60B1-T6 ALLOY) EDGE IF APPLICAHLE/ Um. ANGLE FA SIDE ALTERNATIVE SECTION X242 W! n OR (G'9 (INTERIOR MULLION) (YJ/ ORIENTATI,2) (4"A' or 4"X8 } (WALL MOUNTED SHOWN. MAY �HE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) '2"xl 1/2".0.062'xCONT. ALUM. E W/ 1/4'00/4' ITW BUILOEX SCREWS 2e o.e. TO TUBE. (MI TOPMR011) Alum. ANGLE S TO MUUJON SION ANCHOR \REW0 \ W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE -/WALL (TYP: TOP @ BOTTOM). EDGE IF APPLICABLE WALL MOUNTING., MULLIONS n OR IQ ;t"1 POURED GONCRETE WALL SECTION W Z i OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION* APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS' SCALE: I/e' . I' 7 1/2• Min. ED. I_ _ _ y "0'0/4' (6C61-T6 AHOY) %'� Um. ANGLE EX SIOE. EDGE IF APPLICABLE! ALTERNATIVE SECTION X2-X2 W/ lGY« O SEE MAXIMUM©(INTERIOR). & Q (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES T' & IL' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN .INSTALLATION); INSTAIATION OAS£ C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.8 P.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE B' - COMMERCIAL APPLICATIONFOR ±100.0 p.e.1. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 11'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. '�j)jr' T.51DE RAIL @ NOT SHOWN FOR CLARITY (8"X4') 44167 @ °MI> AFCO N. Na IL ECOeme. ' 9 r � �.0 :I�nNn�s t�Ne�N�EWNe COYPeXV EXPERT SHUTTER L. L:'�A: .A _ mma n met mze sw. Bnn °u+N er L` mUU 7 wit 17- 444 WYPM Ib WM IunM I' Min E.O. Min. E.O. R (1) 3/4'p KWIK BOLT A EXPANSION ANCHORS 0 ENO MULLION V3 (ORIENTATIONS #1 h 12). FOR (2) 3/4'0 KWIK BOLT TZ Eg ANSION Min. E.O. �--9 Mtn. ED. ANCHORSO 1NfEWOR MUWON (CMENTATION ®2). POURED CON (Yo a ] W Min.) B' NIn. THICK REO'0. EXISONC— CUSS U m gEg Q�/8 S� o� 3M i X I (IYP. tOP(601 .3 {RP. IEO CONCRETE 3 kni M,n.) tin. THICK REO'D. EDGE OF SLAB L.II,I I I I L5 ONE OF SLAB W APPLICABLEL �- IF AFOR ( LE �PoR (2) 3/4'0 KINK BOLT R E1�PANSION In. E0, Min. E.O. ANCHORS 4 INTERIOR MUpION C� (ORIENTATION /2). Min. E.0 'Min. E0. FOR (11 3/4'0 MIX BOLT a EXPANSION ANGNO S O END M #2). (ORIENTATIONS BI d: R2). FLOOR TO CEILING/ TRAPPED MOUNTING: MULLION CGS SECTION W-3 END $ INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/6' • I' Ek (TYP• TOP h NNFI 41 4L P.E. N a SECTION X343 W/ (END MULLION ONLY). (W/ ORIENTATION k 1) (7°X4') RAIL(P)AND AND BOX NOT Tr. O N171ARCG M a 7•�1' a nt 3*W.I/2'AO'-7' (6061-16 !SLOT) Alum. MOLE EA SIDE W/ j2) 3/4'0 THRU BOLTS TO MUILKIN R152c R (ON ANCHOR4 W/ 60 10'� Min. EMBEDMENT ITO POURED CONCRETE (Typ. TOP h BOTTOM) (INTERIOR MULLION ONLY) EXPERT d17-244 O SEE MAXIMUM ((INTERIOR) TRAPPED MOUNTED MULUONS SPAN Min. E.D. Mtn. Lo. COVERED BY SCHEDULE 10' FOR INSTALLATION CASES ), TO & 11 SCHEDULE /1)= SCHEDULE ElijEDG OF S ON SHEET 25. ar-ISEl IF A➢PCGBLE (LIMITED LOAD, MUWON SPACING AND SPAN INSTALLATION): J INSTALLATION CASE i — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 360.8 p.s.f. MAXIMUM A.S.O. DESIGN N YkY.1/4%W-7' 1' 1' PRESSURE RATING, 12'-0" MAXIMUM ]• POURED CONCRETE (1�OBI-T6 ALLOY) 8' MULLION SPACING. ^ (f'. k1i MI )). DUEL SEE SCHEDULE #1 FOR ADDITIONAL SPECS. S3 W/Um. (sj THRUE 3• BOLTS TO MUW IN INSTALLATION CASE TB — RESIDENTIAL AND COMMERCIAL APPLICATION R a W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN a wc—'" 2' FX0IOR RATING, 8'-0" MAXIMUM IAUWON SPACING. ' i 1" Min. G3: 1 V2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS, G I I/2' I%7AUATION CASE 11 — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. D T• MAXIMUM A.S.O. DESIGN PRESSURE RATING, n EXIEAIOR (4) ANCHORS—� 8'-0° MAXIMUM MULLION SPACING. SEE (i (SEE SCHEDULE, SCHEDULE N1 FOR ADDITIONAL SPECS. 0'/8 IN. (TV. ALTERNATIVE SECTION X3-X3 W/ G (W/ ORIENTATION 2I (2"X7� INTERIOR MULLION ONLY) IF SIDE HAIL @ AND BOX NOT SHOWN FOR CLARITY. ND CONCRETE e D kei Mh). SCHEDULE 01. EDGE Or -4- (EOOE Or SUIT IF APPUCIBLEI IIF APPLICABLE I Min. E.D, MIn. E.D. ..)I "(SEE SCHEDULE B1T (SEE SCHEDULE BI) FLOOR TO CEILING I TRAPPED MOUNTING: MULLIONSG3 SECTION W-3 C a - i/6' - I - ** rNO. *167 SCHEDULE #1 INSTALLATION MIN' SLAG THICKNESS ANCHOR TYPE It SIZE MIN. ANCHOR MIN. EDGE DISTANCE MR CASES REDID. (TY'P. TOP & BOTTOM) EMBEDMENT ANCHOR 3/8.0 HILTI. INC NOS-H I 4' SCREW' 7/8'0 POWER FASTENER 2 1/2° 5 1/2- WEDGE- BOLT ANCHOR t< 4' 1/2.0 HILTI INC KWRC 2 1/2" S 1/2- BOLT TZ R 6• /2- LD INC KINK S 1/4' 7 1/2' 72 FDRIDA BUILDING CODE (Non Man VebaN7 Nunicano 7de) D 201T maco Nautilus"' RR2Bag$AMEIIIiyatl0 DyN/n IL EC01NC. Iwc EXPERT SHUTTER SERVICES INC. Iola S.N. 04YMOF[ SWET Si1100 3 [XWXE[RINQ rAYPeNY w 0. to M N7r. Dan. rt a,u 17-244 .-a,ca: uw.oemtmm PoRTST. WC2. rL ]1984.90. rwm twoluname. nu m n,-avo ouNow w W-OODaIiD O16 wALttN A RUIN. PL rIONM Lk, 1 a1a4 a:2R.iAM Se 7 R 7 CONRNUOIS POURED____ CONCRETE (To - 3 Id Mn.) \ 8' Min. THICK REO'0. rol 8" IAn. X4 DrA.IaP/fimrou) 1 i/ 7' MIN. �ED. EDGE IF.APPUCAB Cont. ❑OM) W, 1/4'0v3/4- M SURDEX TEK SCREWS 2 1/4 W/ 1. OOD 0.060' MMMIZED STEEL a.a WASHER 0 2e a.c. EOGE IF APPUCABLE't T_____1 7 3/4" Min. E.OF.�� POURED CONCRETE (T'c - 3 Xsi Min.) — 8" MIn. THICK REO'D. END CAP 'nl{YIALL MOUNTED 'SHOWN, MAY BE ✓-ALSO_ INSTALLED TRAPPED. MOUNTED PER SECTION O'-0' ON SHEET 8.) EXIFm i�1 I/2"XI 1/2"X0.062'XCONT. ALUM. ANGLE W/ 1/4"0X3/4' ITW BUILDEK TEK SCREWS 0 24" 0.C. TO TUBE. I 1/2" P0• IP BODW) 4'v4'X3/B'40'-10'(BO81-TB ALLO1) Num. ARGUE -EO -EO EA. SIDE W/ (2) 3/4'0 THRU ROLTS TO MULLION 4• 0 (2) 3/4'0. KWIK BOLT Ti EXPANSION ANCHOR W/ D' MIn. EMBEDMENT TO POURED CONCRETE WALL. (IYP. TOP h BOTTOM). WALL MOUNTING : MULLION -POURED CO CR E A SECTION Wf4 IR WALL MOUNTED MULLION INSTALLATION s E-1/R'-r 7 3/4' Min. E.D. Um. ANGLE Ek SIDE EDGE IF APPLICABLE, SECTION X4-X4 W/ ( NO k INTERIOR MULLIO) (WI ORIENTATION k 2) (4'x7") • SIDE RAILQ NOT SHOWN FOR CLARITY C nil TRTECO M0. EXPERT OM�1 BY: LC nen4n> nrt 17-244 w.X14 w 13 OFA EDGE IF APPUCMIIE 2'xMUWON OEPTHx1/0' Cont. 5UM. TUBE (TOP k BOTTOM) Wf 15'0 TAPCONS XL W/ 2 1/4 ♦ , e \ EMBEDMENT O 24' e.q 4 7/a' Mln. E.D. END CAP _ CONTINUOUS POURED ° I CONCRETE Ire . 3 W IAIL) B'�M.n. THICKNESS II; FWD.°uIx' I G3 p N� tl lu I o o (WALL MOUNTED SHOWN. MAY ° I O BE ALSO INSTALLED TRAPPED 2`� -+p MOUNTED PER SECTION 0'-0' y n �$ i ON SHEET 8.) n NZZ w n P� EXTERIOR ® °I 7 �•/8 II I Q,/8 1 I/2'x1 1/2'X0.052'xCONT. ALUM. 1 Min. ED 4 3. ANGLE W/ 1/4'0x3/4' BW BUILDEX UM. ED. TEK SCREWS 0 24` O.C. TO TUBE. I (09.1 XXD4R 3 fI2• I OA'XGF/BOI1W) I 4 3'/8• T L(2) 7/8'0 KWIK BOLT TZ EXPANSION ANCHOR MN, E.D. YI/ 2' Mln. EMBEDMENT TO POURED CONCRETE \ \ \ WAIL (IYP. TOP h BOTTOM). EGGS IF AP\PUCABLE CONTINUOUS POURED II\I'• .CONCRETE (Cc - 7 Im W.) I' W B' Min. THICKNESSREO'D. P 4 MOUNTING: C. POMWALL UREOCONCRETE WALL SECTION W-4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION * 9a +'_= APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SCAE: 1/8' . 1' P.E EDGE IF APPUCA i 4 3/B' CONRNUOUS POURED CONCRETE (1k. 3 w B• Min. THICKNESS REO'D, 4 3/B' EDGE IF APPUCABIE- SECTION X444 W/ + ,(INTERIgR MULLION) (W/ ORIENTATION d 21 (2'X7') 5;xj 0SEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2bFOR INSTALLATION CASES I' & It' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE E' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 380.E P.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-D' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. I%TAJATCN CASE IF - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0. MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS, NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE omn mrzm xro. 1►TaU !� LRP11ging5c IIL ECQINC. ...•nr•m cuu,rre I INC. M1744. NG PRO GROUT STEP 1s OBTAIN JOB SITES AS.D. DESIGN PRESSURE RATING (p.e.iJ FOR THE OPENING AND DESIRED SLAT SPAN'C Ift) TO PROTECT IT (SEE GENERAL NOTE 02. SHEET 1). STEP2. ENTER TO CHARTS (Ia. lb & Ib'). THRU IC ON SHEET I6TO DETERMINE. BASED ONANI2' SLAT SUP On). ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN PRESSURE RATING (p4.L); THE REQUIRED MAXSLAT 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-mc THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN Ire SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ia: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/STORM BARS (SEE STEP 4), EP4 IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS S MULLIONS. THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES,AREAPPLICABLE. PROCEDURE 4a: IF STORM BARSARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART In, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATSTO 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 3ON SHEET23. WITH 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 8 D) OR REMOVABLE (ANCHORS B S C) INSTALLATIONS &A CH0105 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 Ia ON SHEET IS. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 3. SEE SHEETS 10. 10A, 11. 11A. 12, 12A, 13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT TONCRETTOM FORIVEN FLOOMR TO UWONCEILING RAP„QEDU08V LL MOUNTINGS OF MULLIONS INTO PROCEDURE 4a.IF BOTH STORM BARS 8 MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ia, 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). 4. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.26826 WIA.S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., 12'. S' OR n, AND DETERMINE MAXIMUM MULLION SPAN M LGHT)WIALLOW MULLION ABLE TERPOLORNTATION ON. IN BETWEEN SPACINGS FOR A GIVEN S ), 6. SEE SHEETS 10. 10A, 11. 11A, 12, 12A, 13 613A'FOR MULLION CONNECTION DETAILS AT TOP 8 BOTTOM FOR FLOOR TO CEILING PED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (Q, V. • PROCEDURE PER STEPS I THRU 3IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 S 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. 44167 t �l I a pan Tmw wc. EXPERT I7-244 w�c w gall 1. Wi SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR VP" SLIP) FORA GIVEN A.S.D. DESIGN PRESSURE RATING(OA.Q, PRODUCT MOUNT CONDITION INCLUDINGANCHOR TYPE AND FOR INSTALLATIONS W/OR W70 CHART Ia ' CHART Ib CHART Ib' CHART IC USE' L AS.O. I= USE MANDIUM POHINE ASA. LOAD VATOE 3/8"0 KWIKBOLT3ANCHOR 5H8'm TAPCON XL ANCHOR 5118"m TAPC' XL ANCHOR Rr,Pgl9m 07tiMkTC 'ro aaaur'�1mBTEMOM POURED CONCRETE MAY. MAX. SLAT SPAN . SLAT SP W. SLAT SPAN REQUIRED MIN. SEPARATION 70 GLASS A.S.D. 'b"' (FT) Lime..(FT) 'Lwx' (FT) MEASURED TO RACK OF SLAT On) pDESIGN mom Ya © P ilvD-aur © Irwt � 91n0-0IR uaR4ww/� W/o SICRM BARS W STORM BARS ND (PeQ sR IrelO t m[ M71O t 1ykq��ir ffi M >a NONa ► IUN t Imti t t11011,41, �i sal MI18 t ct I t = wm i Y 6rt Ign4 i INm ! ION 1-0 YOA ZONE ♦ ZON i-] B1N0 20NE 4 30.0 2G'-0" 15'-4' 20'-0' 20'-0" 20'-0' 15 -4" 20'-0' IW-W 20'-0' 15'-4" 18'-0" 15'-8' 1' 14 1 2' 8' 7' 35.0 20'-O' 15 -r 2O -0' TO -0' 2W-O' 15'-0' 19'-0' 16'-J' 20'-0' 15'-0" IV-3" 14•-0' 1' 14 1 2' B' T 40.0 20'-0' 15'-2' I9'-7' 19'-e' 20'-C' 14'-9" 17'-4' 14'-10' 18'-11' 14'-6' 14'-10' 12'-9' I. 14 1 2' 6' 7" 45.0 20'-0' IS'-0'K12--0- ' 15'-3' 20'-W IV-2• 16'-0' 13'-9. 17'-4' 1P-2' I3'-9' 12'-0' 1' 14 1 2' .6' 7" 50.0 20'-0' 14'-10'' 1P-2' 19'-1' l0'-1• 14'-10" 12'-10' 16'-2' 1]'-1' 12'-9" 11'-0' 1' 14 1 2' 6' 7" 55A 20'-W 14'-8' 13'-4' 17'-6' 12'-4' 13'-11" 12'-1" 15,-0" 12'-P 12'-0' 10'-8' 1' 14 1 2' 8' T 50.0 19'-Y 13'-9'• 12'-7" 16'-9' Il'-8" 13'-T It'-8" 1V-2' IV-8' ll'-4' 10'-0' 1' 14 1 2' 6' T "A 18'-4' 12'-Il"1• 1P-II' 15'.-9' 11'-a' 12'-5" 10'-it" 13'-4' f1'-0' 10'-10' 9'-8' 1' 14' 8' 7' 70.0 17'-4' 12'-1"• 1V-4' 15'-0' IW-61 IV-10' 10'-4' 12,-9" 10'-5' 10'-P V-0' 1' 13 12' e' 7' 7DA 18'-e' 11'-T 19'-10' 14'-3' 10'-0' 11'-4' W-11' 12'-0' 10'-0' 9'-f0' 8'-10' 1' 13 1 2' B' T 50.0 15'-9' 11'-0'' 10'-5' 13'-T 8'-5' 10'-19' 9'-0' 11'-T 9'-5' 9'-T e'-8' I' 11' 8' 7' 6SA 15'-0' 10'-8'' 10'-0" 13'-Y 9'-3.10'-5' �9'-3 II'-2' V-3" W-0' 8'-J' I" 13' 8'7"PoA 1C4' 10'-1'2' 9-8' 12'-6' W-10' 10'-1' 8'-11' 10'-8' 8'-10" 8'-1' 8'-0' I" 12 1 Y 6'T95A U'-5' B'-B'9" 9'-4' 12'-0' B'-8' 9'-9.8'-7' 10'-4• B'-S' 8'-8' T-8' 1' 12 1/2'100.0 12'-B' 9'-4' 10-S' B'-1' fl'-e' e'-♦" 9'-V W-4' tG'-0' '8'-4' 8'-3' T-8' I' 12' e' 7' 103.0 12'-2' 9'-0"jw_67�7' 8'-9' 11'-3' 8'-0' T-2' 8'-2' 9'-8' A'-0' W-W V-4'F11, 2' 6' 71100 11'-J' e'-e'8'-e' lG'-11' T-fa' 8'-10' J'-il' B'-J' T-/0' T-9' T-2'1 8' 7"8'-4• 7'-B' B'-B' 7'-W 8'-0' 7'-8' T-S' 7'-0'I/2' 8' T120.0 10'-8' B'-1'5-2' 10'-3' T-9' B'-S' T-8' 8'-11' 7'-5' T-6" 6'-10'T' 6' 7' 1O'-2' 7'-9' 7'-11" T-2' 8'-Y Ta' 0'8' T-2' ]'-3' e'-e'f"T30.0 B•_1C• Y-e' 7'-9' 9'-9• 7'-0" W-0' T-2' 8'-5` T-0' 7-2' 8'-B'1/2' 8' T135A 9'-5' 7'-2' 7'-7' W-8' S-10' 7'-10.7'-1' W-2" W-10' 7'-0' 5'-5'1 2'140.0 B'-1' B-tl' 7'-5" 9'-1' - T-8' 6-11 8-0 - W-10• 6'-V1/2' 6' 7' 145.0 B'-10' 7'-O' 8'-10' - T-6' - J'-10, - oll 5' 7' 150.0 B'-6' T-2' 8'-6' Y-1' - 7-9' - - 0' B' 7' 135.9' T'-0' 8'-3' T-2 T-] - - - 0' S' T 180.0 W-0' 8'-10. B'-0' -1 T-I' - T-5' - 1' 10' 8' 7' t 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 It 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND &SA. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8.0 KOK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FI LELL CONCRETE BLOCK, OR WITH 1/4.0 TER SCREWS AT MULUONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. A. nwr ...,E • ✓ , FLORIDA BUILDING WOE Man 819n Vdl t7 Hu"Im. No.4416 ) 0""LTIM Ww Nautilus IL EG O iNe. Ra810g 35w/ro25yahm . nn5EXPERT SHUTTER SERYICES INC. uw000w,com nlvc Iron r.v-ao:e. ru: lr'+ n1-aso n •.......�•N wlallug t�/IAII j2_� 4xc, 1, u. gb P.E ulun 1 , Zone) ° 7 ay2a/I7 17-v2m44 y w SNQI IebM MAX. ANCHOR'S SPACING SCHEDULE V3 FOR A GIVEN PRODUCT MOUNTING TYPE W/ 318" O KVYIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t MALL —MOUNTDESIGN SLAT SPAN RANGE SLAT �S t SLAT SPAN FOR A ANC GIVOATINGIOSHALL PRESSURE MAX. SLAT SPAN INDICATED SLAT SI eT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNTWIDE (P BUILD -OUT MOUNTDom 'rw%' FLORIDA BUILDING CODE (Non Wall V-1-61Y Hufd@ n* Zone t\1}i1�P?'•"" 02017 AEwWD. . •44187 Nautilus Rlflt shuflar]gshm "�I w/AVn bl:``�' - IL ECOIna wn 9 '• a EUM91xo eourssr. EXPERT SHUTTER SERVICES INC. O�,•., / i nwr rz>nx> `i .us lylv1w I626 sw. MWORE smm 17-244 •. �fli0 •`!S" tr ®8 p.rom MW sr. w°E, M ]rea. man lwo uu-sw . rc > m-aw mAww w }Fns; �Y. •••� •••' rtP sgyt{A .1, mui Jr. m DAIE i10wo ue, I rnao ynTi 16 M'F P RgNO B'-4' } a 4'-5' Y > 5'-B' Y > B'-T Y > T-8' } >'8'-12' Y > 12'-IB' Y > IB'-20' } >tl-EO >81-Bo 9' 9' 9' 9' 9' 9' 8' B" 9' 9' B' T S S B' 6 SIB• S 5 8' 9' 9' 9' S 5/8' - >IGe-Ixo- >txt-id0 9' 9' 9" 8" T 6' - - >tdi-1Ii0 T T - - - SLAT SPAN RANGE 04SpF1 p�°uyl0� O'-a' Y > 4'-S' Y > 5'-6' } > B'-0' } > T-B' } > 9'-12' Y > 72'-I B' } > 1 B'-10' Y 9' 9' 9' aBl-60 9" 9` 9' 9' B' B' - >ei-105 9' 9' 9' 9' B' - - - >lxl-d0 8' B' 9` 7� - - - - >ui-tEO 8' - - - SEAT SPAN RANGE P1 �� (p4 a 30.0 aBt-ea >81-103 >198-t]o Yt21-1W E 9' 9' 9' B' 0'-d' } 9' 9' 9" E 9' B' 9' 9' E 9' 9` > O-5' 9' 9' } E 8' 9' 9' 9• 9' 9" 7 1/2 E 9' 8' 9' 9" B' > 5'-B' 9' B" 8' 9' B` T } 8' 9" 9' 8' B 1/2 5 5/B E 9' 9' 9' 8' 8' B' -6 3' 4' > 6'-T } 9' 9' 9' H' B. 8' 6 3 d' E 9' 9° B' 6 12 6 1/2 8' S 6 B E 9' 9" 9' > T-8' B' 8' } 9` '7" >'9'-12' E 7 1/2 5 5/e Y 7 1/2 5 5/e E 6' 5 5/8 > E T '5 5/8 5 S/B 12'-18' 9' T 5 5/B` 5. 5/B t E 7 3/4 8' 5 5 8 - > E 7' 5 S/B' - IB'-20' 7' 5 5/8' 6 5/B" - 1 E S 5/B S 5/8 - - 8 ]/4" 6' S 5/8' 5 5 B' 1 6 3/4' e' S S/B" S 8:... S5/B S S B 5 5/B S 5/8'5 5 5/6 5/B' 8 5 B` S S/B - - - - - - - - - - - - - - - - - - - - - - - MAX. ANCHOWS SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE W/'5116"0 TAPCON XL ANCHORS TO POURED. CONCRETE WALL A.5.D. DESIGN LOAD &SLAT SPAN RANGE WALL MOUNT i mm 1mv SLAT SLAT SPAN DESIGNFOR GGNEN A.S.O. LOAD �SPAN� SHALL NEVER EXCEED MAX. 0] SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET M. ` SLAT SPAN DEFINITION - TRAPPED MOUNT BUILDAUT MOUNT `aa jam, UCE,ys'ti, �FLORIDA BUILONG CODE (Non HIDB Velaiy tlarHwm Zane) *, •44167 t ; D toll ta1LC0 wG Nautilus �' m 6� i of * IL ECOLe1D. Ra1M9�SNarlpetem aMVn a< IILLR T[SIINO t[NRIH[LRINa fAW1NY. EXPERT SHUTTER SERVICES INC. STREET (T-244 ew N.. Y Y. wu euaaa, o v�u :'tttt err :"�� �Ixeea6 Ie16SN. BUYDaE Paxr M. LUgE. ft. Jwea sf/ ... ... OlwTff-ivy N O I $ 0 AL fxoio ( Tra-eme . rm en-alo Wwq w m M R AD006�,19 PP 11111 P.E 6I5 ff OnbM L / aalel R e� SNOR w V ]6 SLATSPANRANGE i>4'-S'1>5'-B'1>8'-T'1>i-B't>B'-I2'i>12'-18'i>1B'-20'i 8'8'8'8'8'51/2` 8`8'B'7'41/2`334'_ 8"8" 6 1/2"5'3 7/4` 334'- 6'8"B1Y41/2'33/4`-- 7 i/2' 6' 4 1 2' 4` S 7/4' - - SLAT SPAN RANGE AaD. �p PANO[(Pep s Ja0 >Jt-fD 0'-4' i B" 6' > 4'-S' i 6' > S'-B' i 8" > 8'-7' i 8" 8" > T-B' i 8` > B'-12' i 8' > 12'-lfi' i 8` > )8'-2O' i >41-60 S. 8" 8' S 1/Y 4' 4' a8t-eD B` 8 B" 6' 6' 4' 4' - 3 3/4' - tlDe-12 8" 5' 4' >lal-I8O fi' 8" 5' 3 3 4 J J C SLAT SPAN RM1GE A>a 0'-4' i > i'-S' T > 8'-8' i > 8'-7' i > T-e' 1 > 9'-12' i > 12'-1e' T > ifi'-20' T E E' E E E E E E E E E E E Pµ�gp 8" 6' e' 6' 6' fi' 6' 1/2' S 1/2' 41/2' 4' 4' J S 4" 6' b' -fi' 8' 6' 8' b' 6' S` f' 4' J 3/4" J 3/4' J 3/4' 3 7/4' 6" B' 6' 8' S. S. 6' 6' - B' 6' 6' 6" 6' 8' 6' 6' 4' 4' JS/4` 3 3/4 3 S {' 3 3/4' - - aft-fiO 8' 8' B` 8' B' 5' S' J/4" - 3 3/4'>BI-tOS6"B"6' >Bt-BD 8' 6' 6' 4' 6' 6' 8' 6' S i'/2 6" 12'4 6' 1/2'3 S" 343 J/'3]]4'3J/4'J/4`>iDe-12tl 6"b668'S3/d4 1/241241/23J/4J3/{'33/4'3 J/4'>tsl-uD8'S'S'4'4J4{3/4J/94}241233/433/4'Sa/A:.fi'6'5'412 F331 fi'6'6' 8'fiSI/2534SS/44 - - - - - d 12'J34 {' 4'4'33/N t WALL MOUNT DEEM wwo P RNIDE (eat.) SLAT SPANRANGE 0'-4' t > 4'-5' t > 5'-6, t > 6'-7' t > 7'-S' t > B'-12't > 12'-IC t > W-20' t e 30.0 '6" 6' 8' 8" 6' 6' 6' 4 1/2" MI-40 8' 6' 8' 8" 6" 7' 4 1/2" - 8° 7 1/2- 7' 5 1/2- 7 1 2' >100-120 6' 7 1/2' S' 4• - - - - >ta1-140 5' - - - - - >141-11 7" S" 4° TRAPPED MOUNT Dam pnom0'-4' ReNM a13 SLAT SPAN RANGE t > 4'-r t > 5'-6' t > 6'-7' t > 7'-S' t > B'-12' t > 12'-18' tPAYM L =0 6' 6' I 6' 6' b" 6. - >31-40 6' 6' 6. 6" 66 4 1/2' - >41-BD 6' 6" b' 6' 6" 4 1/2' - - >81-e0 8" B" B' 6" 5" 4 1/2' - - >e1-10 6" 6' 6' i 1/2' 4 1/2' - - - >me-l2o 6° 6' S 1/2" $ 4 1/2' - - - >1a1+14o 6' 5• 4 1/2' 3 3/4' - - - - BUILD -OUT MOUNT SLAT I­-7SPAN---' U-- t W. SLAT SPAN FOR A GIVEN A.S.G. DESIGN PRESSURE RATING SHALL SPAN INDICATED SLAT PERFORMANCE CHART ON SHEEP 15. SLAT SPAN RANGE Dem > 4'-6'. t > 5'-8' t > W-7' t > 7-8' t > 9'-12' t > 12'-16''t > 16'-201 t MMIC E E E E E E E E E E RAtA^ �(, 6' 6' 6• 6" 8" 6' 8' 6' 6" 6' S. 1/2" 4" 4 1/2' - - - - s 3D.a 6" 6. e" 6' 6' e' 6" b' 6' 6" 6° 8' 6' 6' 6' 5 1/2" 5' 4' - 4• - - - - >31-4D 6' B" 8' 6' 6' 6' 8' 6" 6" 5 1 2' 5 1/2' 6' 6' 6• 6" 6' 5 1/2' 4 1/2' - - - - - - - >41-6D 6" 6'6'6"6°B" 6' 6' 6" 5 1/2 5 1/2'.5 1 2' 4 1 25' 5" Y 4" 4" - - - - - - - - 6'6' 8' 6' 6" 5 1 2 5 1/2 51/2' 4 1 2 3 3/4 33 4'- ±-3 - - - - >106-120 6"6•'5 1/2' S 1/2" 4 1/2 4 1/2' 4 1 2' 3 3 4- - - - - 6' 6' 5 1 2 4' 4' 3 3 4' 3 3 4'- - - - - 5' 5'- - - - - 0 0"11 MnW Cr 0 INC. Nautilus ADR1e93h.nms)F lml oe/e4/n UTTER SERVICES INC. wN W MDME lD1eEr 17-244 s. EM. 1L 3SOO.�., ou>me B. l 1e ww 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 swr �SPAN� [o] *NOTE: SLAT SPAN DEFINITION R OFTHENCONTRACTOROR INAILBETHE TO VERIFY THAT PERMITDESIGNEDIDERTOVERIFY7HATy IS FORCES POUNDS - D TO SHUTTERHEIGHUPPORT WAND VyTFORCEJ IN POUNDS PER UNIT FORT OF SHUTTER HEIGHT AT BOTH JAM. UNITFO FOOT SEETHISSHEET FORVA&VTVALUM Vy SIDE RAI Vx A.TI vy V/ ;' VOEHSF \y� FLORIDA SLIMING CODE (Ilm High Velxlly RYni-- 2nn) t No.44167 ] c ""'n°°" Nautilus * � AWIAgJAgfbrSbstun mpr/n IL E C O Ewe. --0 • K—W.... COYP111Y ruIXni n Yi.1 EXPERT SHUTTER SERVICES INC. 16]6 SW. &WOKE $NIEEi mrt 17-244 \, S1ONAlE�61'I\ Pnril-.U. roueae.amn mmHg PMrt 51. lUt2. iL ]NLH nac tw) Y.u-m . rm ) mb eo 04VGc 11. . P.E. EEV./SICUxk1k DATE rtgaim uc 1 ulm MAXIMUM SLAT SPAN RANGE A.S.D. PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RAnNo (PgT) Vx Vy Vx Vy Vx Vx Vy Vx Vy Vx Vy Vx Vy Vx y 5 30.0 10 60 10 75 165 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 r2O 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 1142 368 1372 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 1669 630 2039 635 — — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — L SLAT PERFORMANCE CHART IbI & IOi:(ONLYVAUD FOR I2'SUP) SLAT PERFORMANCE CHART Hb I EC 11101 (ONLY VALID FOR 1W SLIP) MAXIMUM SLATSPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN WOOD GRADE AS D DESIGN LOAD (0 a D SLAT SLIP 1f8' AND FORAGNERMINGMUMABA DESIGN PRSSIUR RATINGWa0ANO8MURERMOUN[CONORION FOR MRAOIVFNLWOd "D.OFBIGNPNEW9 MIwti(PM0 SNU[IENMOUMCO ONMR SHUTTER MOUNTING TYPE FORVViOD FRAMESWAILS W12'xe STUDS. ........ ..., r,�..r ,.�,.M wsMUAnONsvdo sroPYeMBPFROETWLx 60.ow AS PER LIMITATIONS ON DETAIL 1 CHART II)1 On CHART ICl CHART IIb1 USE,I I T/Fbi CHART IICl W IYd01Y,TU[ mml PS0.[ NO ImuM ASA IDw IM[MOBeY.l�iIM ABA wn VN0[ 119C I1WLY wt1[ DLIf®I (WILT xo ImOR AOD. 11 USx LLOOFAH romM1[A50. LNo VALK N18'OTAPCON %L ANCHOR L T SPAR 'LIB' (n) ENB'BTPPCON %LANCHOR 4w• 5 AT SPAN •LIBIL• (IU �AI LM1L SLAT SPNH 'I,". (rU Rt= W. SDYFAM m msr® m 10a Or BUT (m) M[WY om 1. REAUBBD IN%. 6UT SPNI 'L=- (n) RDIRBD IwL sEPNwm m NMR D m E of BUT C ) 11�[ RA1N0 fvN BULL 101118 l0m• Batro)T M%T/ Mno• wao-aR MOFq W/ Imo• a BAD -an • w 0 SIgN BARS R (PM) 1O T IOIvE w.�o- 1w� • �> A. w 0 91mm BASS wm-mm wFinaZ01@: 1®m 2a1� w weo znc • ]OA • 10-0• to-o• 10'-0' I0-o• 10'-0' IUSSI 7-9' r 1' a 1 z• a t :• 50A • SILO « a•-r )•-B' e•a• T-9' e•-D• V-9• r-r T-3' r• V B 1 e• e Ile ♦DA « Io•-D• fo'-D• 10•-D• r-s• r• e 1 aA •• V-T• r-)• ra• r-0• r B , e• a.RA «• 10'-01 10'-0' m'-W 7-2' 1' 8 i 2' 1B-0 •« )'_p )'_♦' )•-♦' e'-9' 1• BIB' sOLo BB.O •« ,o•-a• IC-0' 10'-0• HI- 0' lo•-D' ,0'-0' T-o• 6'-9' r 1• B I a 12 SOLO «• BDO «• r-r )'-5' r.a• ]'-)' r-r )'-5' e'-e• 6'-/' T' 1' III - 8 1 E• EDA W Ir-0• 10'-w m'-0• e'-9• 1- a 1 2• SOLD •+ r-D• 1 7'-5• 1 V-0' W-r I . a 1 6• SLAT PERFORMANCE CHART-- (ONLY VALID FOR IV SLIP) FOR A GIVEN MA)UMUM A&D, DESIGN PRE98UAE RAM m.•Q AND SHU RER MOUNTT CON W NON FOR W9UlU1nON9 YYONOW BARS PER MAIL 2 BELOW CHART IIIbI USE CHART MCI uz 1MOW mm mrml WK M w m mw IB 1wLAl FaGD.e ASA. IAm VLI SHIrO TAPCON XL ANCHOR MR. SLAT SPAN 'LW.• ((U lux. sur SPAN (FD � mt SDYrum m OUSE )Ewan m B4Oc OF 61AT D,) IMUMAI•L.uAX• Aza T�wE RN SOLO • HIBM, Imo• )'-8' IYAO• )'-8' IDn2A 7-6' uA aO • x a srola mxs BIND x91m W BIND xaa 6'-7' 1' 8 1 33.0 « Y-2' 7'-20 2'-2' 6'-V I. a 1/8. 4. 60.0 — V-8' 6'-5' 8'-5' 3'-9' I' a I w MO.r 6'-0• 8•-31 610' W-T' I. B 1 • 6G6 •I• 6'-1' 6'-1' 6'-1' S'-6' 1' d' I DETAIL 2 (ELEVATION) SLAT PERFORMANCE CHART IV:. (LESS THAN VS• SLIP) FOR A GIVEN A.S.D. DESIGN Ldm(AL9. SHUTTER MOUNT CONDITION INCULIO NO ANCHOR TYPEAND FOR INSTAU.ATONS M WORM DARS PER DETAIL 2 BELOW 5116'0 TAPCON XL ANCHOR V6E WWIN AN0 VAWE BOwID[ ImuTOs ASA pumvi: IIYD =... no, A9.0. IDm vAva MAIL SIAT SPAN .Lw . mL SLAT SPAN .Lm. OUMDYI m 0AaMR w6c " w> 1MD 0.) IEWTDFSW ( A ru � m N . TMw � la • W/oSIM EARS fa Iwm mNT MA • 0Ze-e' ♦p0 SOLO • VAUD FOR 0G)PA54R S MH (0 Q46) SCLmnN FINE n (04j56) SFRIGE RFLiIIi-9M (G-DM) « µgp FOR OgTHAS-FFINE O 12( I0c'B16) sDn1uHNRFE,0) SLAT SPAN DEFINITION —VIVID FOR SOunFRH PITr•(, ••S•• ... INSTALLATION INTO WOOD FRAME STRUCTURES fxJW.44167. A00 NO N $E ff1VA) F IEZ WLW WHIR ■TlmlfWl•t ITO MTAm A10.IAw IDo xLa ABA uAx BUT 15.1N •Uw - (n) r ma °"" mL m otAv II19m0 m WWO GRADE VML BIG) 9 m 2011E m.n+,aSOMEAN PINE 2 C•0.fi5) !6D a'-TDGUGIAS-BR-SOUTH (G•0.♦e) a•_5SPRUCE PM-M-SIIX 6.0.G6 ♦•-5• ♦'-5' YR I -SLAT cwau eEnumou at[e0.1 vun YR 2) . D41 1 BRADS DOI SOC EePO) i DETAIL 1 (ELEVATION) A NHS: 1. ABOVE INDICATED MA%, SLAT SPANS MY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. T: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33'. FLORIDA BUILDING CODE (Non High vdaey Ruviwn0 TAIm)' o20n Tam0ING DAMN °' Nautilus R0R(0gS0vthr3ymfem ae/xt/u LIE Ci CO.... MR EXPERT SHUTTER SERVICES INC. IiNO a [unwc[Ra0 rnw•xr a sv wwt um1. n MiM �F�-rIYOa'. [ar(aWnnul 1626 SMORE 91 17-244 '-[9m6m6"'nP •� U R FORT 5T. 1. l0(vE, Nw98♦ was (rro1 )n-am♦. r6v nl-a[ve ouBMo M• YM1Dd A IILLR lr. PE FIIIYW IIe. 1 tt16) r mno� r WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE SAT �A4 RWtE r�imm01 '"ptw0 0-0 SOUTHERN PINE 92 (C-0.55) 5 30.0 6- 40 6' 50 s" 60 6- DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6' 40 6" SPRUCE PINE- 0.3FiR-SOUTH C=6 s 30.0 6' WALL MOUNT TO 2"x6" W00D STUD WITH MINIMUM 10 PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE 4an 4 0.0 0 to 4''>4b4'>5b 64 067'">7 b5">0bIS SOUTHERN PINE 82 (G=0.55) 1 30.0 6" 6' 6" 6. 6' fi` 40 6' B. 6' fi' S. 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` 3' DOUGLAS-FIR-SOUTH C=0.46 s 30.0 6' 6` 6' 6" 6' 6' 40 6' 6' 6" 5 1/4" 5 1/4" 4 1/4" SPRUCE G=RNE- 0 3RR-SOURI 61 s 30.0 6" B` S. 6" 6` S 1/4" BUILD -OUT MOUNTTO n6" WOOD STUD WITH MINIMUM 10 PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADEz uua.r SLAT SPAN RANGE 4 >Ar-c f5-d' >5-7' >1-4 =• =• "wrt• E =. wort. ' • inn• - � • r • .• = 6"6" 6' 6.6- 6` 6" 6" 6'6" 6" SOUTHERN PINE J26" 6' B' 6"6'6"6'6`6' 5 1/4' 5 1/4' (G=0.55) 6'6' 6'6"6`6`6" 5 1/4" 5 1/4' 4" 4" 6"`6`6'6- 5 J 4" 5 3 4- 4' 4'3'J' DOUGLAS-FIR-SOUTH6'6' '''6" 6"6'6'0=0.46 6"fi'6'6`6"5 1/2' 5 1/2" 5 12" 5 1 2' 4 1 2" 4 1 2"SPRUCE PNE-FIR-SOUTH =0.36 6" 6' 6' 6' 6- 6' 6' 6' 6' 5 1/4' 5' * MX. MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL bpiR EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. Ep A. '$V i o"%I mnw M 0INC. Nautilus EXPERT SHUTTER SERVICES INC. L� Le 0~37 WR 17-244 mn r 9 TWn TABLE 1 MAX. ALLOWABLE STORM BAR SPAN (ft) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.), & A GIVEN STORM BAR SPACING (ft) "W Dec. STORM BAR SPACING (FT) P�o E 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 11'-0" 11'-0" W-011 11'-0" 11'-O° IV-O" 11'-0" 11,-0' 11'-0" 35.0 W-0" 11'-O" 11'-O" 11'-0" 11'-O" I V-0" I V-O" I V-O" I V-O" I V-0" 40.0 11'-0" II'-0" W-O" IV-0" 11'-0" W-0" 11'-0" 11,-0" 11,-0" II'-0" 45.0 11'-0„ 11'-0" 11'-O" W-01. 11'-0" 11'-0" 11'-0" 11'-O" W-0" I V-0" 50.0 11'-0" 11.-0" 11'-0" 111-0" 11,-0" 11'-0" 11'-O" 11'-O" 11'-0" 11'-0" 55.0 11'-0.. 11'-0" IV-0" 11.-0.' 11,-D" II•_0.. W-O" 11'-0" 11'-0„ T1'-0• 60.0 11'-0.. 11'-0" 11,-0" W-0" 11,_O" 11'-0" 11,-0" 11'-0" 11'-0" 65.0 W-0" 11'-0„ 11'-0.. 11'-0" 11'-0" 11,-0" 11'-0" 11'-0" 11'-0" W - 70.0 11'-0" 11'-O" 11'-0" I V-0" 11'-0„ 11'-0" 11'-0" 1,1'-0" 11'-0" - 75.0 11'-0" 11'-O„ I V-0° 11'-O" 11'-0" 11'-O" 11'-0" 11'-0" 80.0 W-O" 11'-0" 11,-0" 11'-0" W-0" 11'-0" 11'-0" 101-10" - 85.0 11'-0" 11'-0" 11'-0" 11'-0" I V-0" 11'-011 11'-0" - - - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11,-0" 11'-0" - 95.0 W-0" 11'-0" 11'-0" W-O" 11'-0" 11,-0" - 100.0 1 11'-0* 11,_0" 11'-0" IV-O" 11'-0" - 105.0 11'-0" 11'-0" 11'-O" I V-O" 11'-0" 110.0 11,-0" 11.-0" 11'-0" 11,-O" 10'-10" - - 115.0 11'-O" I V-O" 1 )'-0" 111-0" - - - - - 120.0 11'-O° 11,-0„ I V-0" 11.-0.. - 125.0 11'-0" 11'-0" 11'-0" 10'-10" 130.0 11.-0„ 11.-0.. 11.-0.. 135.0 11'-0" 11'-011 11,-0" 140.0 11,-0" I V-O" I V-0" 145.0 1 11'-0" 11'-0" 10,-11" 155.0 11'-0" 11'-0" I - - - - 160.0 11'-0" 11'-0" 11 1- - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. .A' THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VALID FOR INSTALLATIONS 1V/ 2 OR MORE STORM BARS PER SHUTTER. nm C O INC., Nautilus Rown95EuNuSyNtmn E%PERT SHUTTER SERVICES INC. Ib}O. SW. 9il1Y0PC SIWET VUINUNINO WY` 4 ME....GdM1_.Lu� 17-244 WY w Ao`:a STORM BAR SPACING "a" (fT) 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' S' 0.067' no A.B.CD O.C.0 AB.C.0 AR.C.0 kB.CD BCD BCD BCD BCD BCtl 33.0 BCD ABCD BCO AB.C.D BCD 9C.0 A.B,CD BCO BCD BCD 40A B D BCD BCD AB,C.D A.B.C.D BCD AB.C.D BCO BCO BCD 40.0 AB.C.D AlS.C.0 BCO ABC.D AB,C4D BCD A.U.CD AR.CD BCD &BIC 00A ASC.D ABC BCO ABCD ABCD 9C.13 CD BC ABCD A.9,C = AFsC,D "AD BCD BC BCO ASCO ABCD B.CD &B.0 BC = BCD ".go 4B.C.0 A.9,CD AB.C,O BCD AU,%D AlDC BC ABC o0.0 BCD BCO BCD ABCD AB.C.D BCD A,9,C A.B.0 BC &B 00.0 BCD BC0 BCD AB.CD BC0 BC AJ9.c BC B A no BCD BCO BCO BCD BCD C BC B A A 110A 9C0 BCD BCD BC.D Bc BC BC A A A 03.0 BCO B D BCD BCD BD. BC 9 A A 'A 00.0 BCD B D BCD BC BC BC A A A -A-- no BCD B O BCD BC BC AB A A A A i00A BCD BCD BCD ABC BC A A A A 100A BCD BCD ABC BC B A A A A 110A BCD BCO BC BC A A A A A A 110.0 BCD BCD BC BC A A A A A A 120.0 BCD BC ABC B A A A A A A 120.0 B D BC BC A A A A A A A 130A B D BC BC A A A A A A A 130.0 ABD AB,C AB.0 A A A A A A - 10.0 BCO BC B A A A A A A - 140D BCD BC B A A A A A A - I00A BCD BC A A A A A A - - 130.0 B C B A A A A A A - - t0Q0 BC I kO I A I A ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KWIK BOLT TZ EVANSTON ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5" Min, THICK POURED CONCRETE (fc - 3000 psi) B 3/5"oxi 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4" Min. EMBEDMENT* TO POURED CONCRETE (1'c = 300D psi) & 3/88-16 MACHINE SCREWS C 1/4'oA3/4' ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (1'D - 3000 psi) & 1/4'o-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"0 DW/GUILDEX TAPCON ANCHORS W/ 2 1/4' MIn..EMBEDMENT*TO POURED CONCRETE (fe = 2899 psi) * EMBEDMENT IS BEYOND ANY fTOOR / CEIUNG FINISH C7 STORM BAR SPACING "B" (1T) 2' 2. 667' 3' 3.5, 4' 4.WtA5.5' B' S.657' 30.0- BCO BCD BCD BC BCD BCD BC BC BC 300 B 0 BCD BCD BC &BCD BC BC 9 A 40.0 9C0 BCD BCD BCD BC BC A A A 40.0 BCD BCD ABCD BC BC BC A A A BOA BCO B 0 B D BC BC A A A St0 BCD BCD BC ABC A A A A A f10.0 BCD B ABC AB A A A A A 00.0 B D BC BC A A A A A A "A BCD B.0 B A A A A A70.0 BCD BC A A A A A - - 50.0 A.B.0 A.B il A A A A A - 03.0 BC A I A A A A A - - 90.0 BC A A A A I A - - BID BC A A A A A - 100A BC A A A A - - 100.0 B A A A A - - 110I A A A A - 110.0 A A A A 120,0 A A A A 12&0 A A A - I= A A A - I= A A A - - ma A A A - - - - - - - 140.0 A A A - - - - - - - 1060 A A - - - - - - - - 100.0 A A 1860 O 3017MUM RK. DLW M Nautilus z Romyshu"or3ysfmn OW41.7 =.. EXPERT SHUTTER SERVICES INC. o.,L 4R 4 WWNLLRWO Y & 1 I��"din -M PORT SL WC4 RR01^._� w� SCHEDULEla SCHEDULE2a FLOOR TO CEILING (TRAPPED) MOUNTING WALL MOUNTING MAX. SPAN (R) FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A MAX. MULLION DESIGN PRESSURE RATING (P.S.F.), & A MAX. MULLION SPACING (FT) SPACING (R) N MAXIMUM MULLION SPAN (IA MAXIMUM MULLION SPAN (IT) ©4'XB'xII4'MULUON 0�7 4"4"X1/4'MULLION G2 4.2T'Af14-THICK(319' FWlGE)MUWON ©4-xB'X114'MUWON Ot 4V-xl14'MULLION G2 4N'THKA( DESIGNNAm avow. AWWIJ S9/RIO ffi (FLANGEIMULUOH 4 RATIO ("$I W ORIEMATOH 1 OREMATON 2 OR9MAIMN.JJI ME 1. GRtEMATON 2 ORIENEATON I ORIENTATION2 ORIEMATON 1 MAM ORRN 2 O18[NEATION 2 no MAJOR ENO MAJOR DID MAIN 00 IM ArcoR ENO END INRAIOR ENO r MAJOR ENO MOOR, 00 MAJOR ENO MAJOR END Mom DOA 20-0' ]-10 Y-5" >-3' 12•-0 8-4 10-r B-O' 12-8• 9-B" )-6 12-6' 180 20-0' ]'-10' 0-8' )'-]' 1R'-0 8-4 10-7 e-0 19'-B - 12-8 ]8A 20'-0' 1'-4' 9'-3' 6'-0' 11'-6' 6'-0' 10'-0' ]'-0' 1Y-8' $III- Y-11• 1216• J80 20'-0• T-4' 9'-Y B'-9' Ii'-]' 6-5' 10'-0' )'-]' f2'-e' 6'-11' 12'-6' 4e0 20'-6' S•-10' a'-10' S'-4' IY-Il' B'-I' 9-7' T-Y 19'-fi' Y-5' 6'-6• 12'-Y 40A 20'-0' 0-10 8'-10' 6'-1' 10'-11' a-1' 9'-0' ]'-0' 1Y-0' S-1. 12'-d• 0 2Y-w 6•- • Y-r' '-a 10'-6' )'-0' 9• r B'-11' IT-6' -11 B-2. 12'-Y 8'-8• a•-5' 6'-6]. 10'-8" Y-B 9•-Y 5'-11 1Y-Y Y-Y 1r-8' 60.0 2V_w V-2- W-2- d-0• Y-11• r-4' a'-11• B'-)' 1Y-6• T-4' 5'-11' 12'-8• 50A 2Y-0' 6'-2" -B'-2• B'-0" 10'-2' r-4• Y-1' 6'-Y 1Y-5' e'-11" Ir-8' 66A 201-W 8-11 T-11' S-0 9'-0• e•-8 8'-0• 5•-Y Ir' t. 8-B' Y-]' 12'-y' a50 20•-0• Y-11" r-11• B•-Y 9•-10' v_V 8•-0• C-IV 12'-4' 6•-)• 2'-6' COA IB-B• S'-8' ]'-9' 1'-8' B'-' e'-4' a'-0' �8'-]' 12'-0' B'-4' S'-6' 11'-6' 6dA I9'-8' 3-9' )'-9' !'-e' 8'-B' B'-10' B'-0' P-8' 12'-a' a'-0' 12'-0' 66.0 16`-C 5'-9 i'-e' S'-4' Y-4' 6'-4• B'-4' 8`-R' 11'-10' 6'-4' S-fi 12'-8' Sb0 1B'-P 5'-9 )-• S'-4' 9'-T' 8'-10' 8'-!' P-8' II'-10' Y-fi 12'-e' e'-9' )-0' 8'-4' B'-2' B'-3' B'-0' 6'-1' 11'-0' A'-]' 3'-8 12'-6• Mq 1Y-- !'-0' >'-1. e'-P 9'-e' B'-10 B'-Y ♦-0• 11'-B" 5'-5 lY-6' >9.0 ]'-4' 5'-0' )'-]' B'-1' 6'-0' 6'-]' 8'-O' 0'-2' '-T' B'4" S'-B 2'-5' 70A 1B'-0' b'-8' T-T' b'-' 9-0' 8'-10' a-] C-0' 1'.Y 3'-5 1 -r iB.O I'-Y S•-9" r-T T• 1- 7'-10• 8•-0' Y-10' 6-2' 11-6• YA• e'-e 12-C BSO IY-Y 3-9' r-r 5•-4 9•-4• B•-10' A'-0' C-0' 11'-B' S'-B tY-1' BOA 1Y-9" 5•-9' r-]' 8'-C 9'_0' 8'-0' ]'_B' r'-2' 11'-S d'-J' S-8 IR'-] 6aA Y-Y S'-8' T-]' S'-1' 9'-3' B'-10' 8'-2' P-0' 11'-5' S'-5 f2'-0 8a0 15-0' W-2' S•-IO' )•-T' S•-5' Y-0' 0'-P )'-0• e'-3• 11'-} e'- ' B-] 1 -3 80.0 1 '-Y S'-10' r-T 5'-Y 9' 4'-11' I.,. 4'-f0' 11'-Y S'- W-3 BOA ]-]' 5'-6• 7-0 6-5 )-9 a'-C 11'-5' 6-5 Y-0 lY-3 m 1!'-0' 8-10' ]-] Y-e' 8'-Y 5'-n' 'Y-]' 4-11' 11'-5' S'-9 lr-0 BSA IS'-S' b'-I0' S'-11' )'-T' !'-0' i'-B' 8'-6' T'-B' 8'-C 11'-S 8'-0' S-B 12'-0 100A 12'-B' 6'-11' ]-T' 5'-0' B'-0' )'-0' 8'-2' !'-0' 1'-5' 5'-9 ]'-0 IODA 12'-B' IT-2' Y-]' S'-r )'-Y Y-]' )'-9• d'-S• Il'-5' 8'-r b'-9 12'-} 106A 12'-T old' ]'-]' !'-]' B'-Y r-1'. 0'-2 S'-' D'-!' 5-9 W 1 d'-0' e'-A• rA' 5-6' r-R' Y-Y 7'-91 r-8' 11'-5• Y-8" Y-1Y 12'-3 ItOA W-7 S'-0' )'-1. 5'-a" 9'-1• r-0' 8'-3• 5'-0• 111-Y Y-10' 12'-] IIOA 11'-0' • r-B' Y-8' ]•-9' 8'-7' 11'-' 8'-0• 6'-11• 12'-3 It" 11•-1• 8 T'-r S'-1. e'-3" r-2' Y-3' S'- • 1'- • 9_ll' 1 - 116A 11'-1' Y- )'-)' S-9' 0'-10' T'-8' 8'-T' 11'-S' 8'-10' 6'-O' 12'-] IYAO 10'-8' 6'-1' r-8' S'-9' 9'-3' ]'-Y 0'-2' S. Il'-Y e'-0' 12'-] IIIOA 10'-B' 8'-I' ]'-b" 6'-9' ]'-H' r-IO] 5-8' r-Y a•-1• 12_3 12eA 10'-2' e'-2' i'-r S'-10' B'-Y r_4• e'-J' e'-9' II'-B' e'-1' 11'-] IppA 10'-0' S'-2" )'-0' 5-10' 5-10' )'-10• r-Y T'-0' ]'-0' i'-8• -9' tt'-0' 11'-S• )'-0' 6'-1' 12'-3 I30.0 9'-e D' Y-]' )'-r b'-10' 9'-3' r-r 6•-2' 6'-B• 1'-5• 5-1• 1Y-0 ]'-10' r-r r-M• 6-1Y 11'-Y ]'-2' 6'-Y 1, I= 9'-Y 6'-4' )'-• 5-11' B'-J' r-]• e'-0' Y-IO' ❑'-!' Y-2' 1 -Y Y-1' 0'-0' r-10' Y-]' )'-10' 6'-11' tt'-S' T'-3' S'-]' 12'-3 NQO B'-1' BM• T-)' 8'-0' 9'-r r-1. $-3" 5'-II' u-Y Y-]' 1Y-3 B'-S' -]' ]'-8" 8'-0• )'-R' Y-4' 7'-9' S'-Il' 11'-S' )'- " 6'-]' 1 '-] 1480 e'-1Y 6'-5' Y-8" 6' '-3 Y-6' 8'-Y y'-11' IV-Y 12-3 116.0 Blip, ]'-' Y-1' ]'-B' T-' )'-8' ]'-Y 11'-S' -5' 6'-4 12'-3 1509 Y-B' 6'-' )'-]' 0'-1' 9'-Y ]'4• 5'-2 Y-0' 1'-6' a-4' 2'-0 160A B'-e' B'-B' )'-B• ]'-1' 11'-0' >-6' 6'-5' 12'-3 109A 0'-0' B'-fi' T'-]' B'-3' 8'-3' ]'- ' B'-2' Y-1' II.-S. B'-Y 1]b 7'-9• 7'-9' 11'-5' ]'- 8"-6' 1 '+ 150.0 a->' )'-6' 6-Y 0'4' )'- • 8'-]' ]-2' I '-5' B'-8' -3 • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. f MULLION ORIENTATION IS AS BEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. END MULLION INTERIOR •r ' I MULLION I1 / �✓•. 461 ;r•tl••, AAA " .: Rulane 2nm) FLORIDA BUILDING CODE (Non High YetaolY�SxNautilus .y. o2o1rtrc L *'•D"T MULLION SPACING: "S" r d ILIE C O RdlUagsauH4r3yaf9m 15/2 �1> ree' EXPERT SHUTTER SERVICES INC. f, nlur rzmxa a cxclN[cRlxo ..PAN Oaf x.. xo. a w aA row4r4ie•M n Y,c4 1638 S.W. AMORE 51R[D 17-244 C �Ly 111 V EN6 r,e.,(atbih,Ca:Iu,1YaN>,-ta, mcm to ..Oaetcon 9oR] 5.1un[. E 994 rAA e]t-ono en59m w -- lll( [B-ceoafm r•,o-4, (em1 ro-vna. rni A•rrl P.E. SEAL/SIGNATURE/DATE ruTA A. taut m. R[. IIAOOA M. 411e1 1]uD 24 nr26 ®4-,I6x1/4'MULLION I ©4-xnl/4'MULLION SCHEGULEIM (LIMITED LOAD. MULLION SPACING B SPAN INSTALLATIONI FLOOR TO CEILIN TTRAPPED)MOUNTFOMAX.SPANin) FOR FND 6 INTERIOR MULLIONS FORA NAR IGHPESSUREf I)ANOFOR tr-0•ICASE 11a6-0'ICA6E816111 MAN MULLION SPANGUll- IBpMOI um ItM• Dl�8190f1 1 ILlfvl mvmn MAXIMUM MULLIO SP N m G 4'46YIN'THICX MULLION Gt 4S8'xi/{'THICN lADLMON G3 21Txtµ'THICK MULLION at amnua1ll01pnBMl1'F1'2 mlt eax 11 lt amnuw 11 at iRomnal1. lost lmavv111 apt 2n01 Imt fa0 IMERIDRUD BoluDoR I'mm END. 01PIRIOR SUB Y-0' IT 6' la'-e• la'-e' 11-D• SUo la-0' IT-6 ' 6• 11'-IP V-W 4U0 IV-0- 12-6' w 11'-4' la'-V 46D 12'-- - 17ro' -t1' Id-11• tr-6• CIIYI 1]'-0• 1 •-o• -P HC-r Ir_6• - 1110' -10' l0'-6' W'-6'tY' "-e' V-11'SIMI -1 '-6•'-6' r-6• -D•la'-6''-6' IZ'-0' %V' I]'-B'CUD B-0'12'-fi''-6' a' -a' ia'-0'a`B' - V'CQ_-B• ID'-6' 12._rw_W taro''-e A'-1' IT-8'oU0 8-- 12'-4'_w 1 '-9' Ia' rI]•_]•-r lt'-{'1110 e'-0'WSUO m-0' 0'-0' B-0'-0' 9'-0•B'-o'e'-0'D'-0'-B' B'-0'9'-w B'-0'9'-0'_0' 9'-D' 9'-0'BOD 6'-1.''-w V-0• B'-0• - r-W m e'-o• 9'-0' B-0• 0'-01 9'-0' - r-0' e0.0 0'-0• - 0'-0' 9'-0 B-o 9-0 - 9-0 W20 mo T.r r-o• 9'-0' e'-0• T-o" T0.0 e'-0' 9'-0• V-V 0'-0• r-D' TBA e'ro' 0'-0' 0':a. - B'-W eaB e•-o• - 6•-o• a'-o• e•-9' • I-W - e•-0• ._a. ._a. ._ . • a._ _ a.-0. BBD e'-B' 9'-0• r-a' • )'-4' • 9'ro' - B'-0' Im -NOTE: USE V-W IFANCHORCONSISTS OF HILT]. INC HUSH SCREW OR POWERFASTENERS, WEOGE.WLTANCHORSEESCHEDULES162ONSHE IM • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. IMULLION OUTSIDE THE E7 P.E. SEAL/SIGN0.TURE/DATE SCHEDULE2b' (LIMBED LOAD MULLION SPACING 6 SPAN INSTALLATIONI WALL MOUNTED MAX.SPANIMFOR ENO 5 INTERIOR MULLIONS FORA GIVEN A SO, DESIGN PRESSURE RATING In.e.f 1 AND FOR IT-0I' (CASE 1) 6 6'-0• (CASE II) MAX, MULLION SPACING (a). sonmumm OLses DES00 pw (004 v�vu1BA1 - . _.. M .. I{ 11OM MULL101 SPAN (n) G 4'xG'xlf4' THICK IAUtL GI 4']B'XIl4'THICK MULLION 2xrxlWTHN2L ti3ION MULLION SPlmp SO I2unem I wt I (o)t I I#t !I t ° (o)t ! t4 11 fo)t MD IN10POR END anvaDA NVIDt R END niRRlR to - 08,0 la'-0' 12-0' 11'-0' 11'-11' IT-6• 4U) tr-0' ]•-a• II' -a• 11-0 1]'-G tr-o' 4B.D t]'-o• - lr-B• l0•-11• lW-Ile Ir-B• - 11'-0• GS[r a60 l2'-0 - _2-0• 10'-V IC-r 12-0• MUD 2'-0' 11'-a' B'-10' to-S• 12'-e• PW 12'-P If-e• D'-e' B'-Il' 12'-B' 11'-o' 806 1 -S '-P _I 1•_' BOA 6.-T-0' B'-0' B-0' 8-D D- B- S0A 4oa e'ro' 9'-0• 9'-D• 9•-W 0• a'-o• V• -0• 0U0 e•. . _ a•_a• a•ro. a._B. r-w 9'- 9'-0' 0'- 9'-0' TOA e'ro' - 9•-W 0• -0• 9'-W 0• a-o• - B'-o• MUD 0'-0' 9'-0' V 9' -0' '-o' Y-0' 9'-0' 9-0 B'-0' 0'-w AM) B'-0' 9'-0' 9'-0• 0•-0' '-0' 9M -_o I e'-0• '-D• 080 a-0' _ 0'-0' 9'-o' 9'-0• 9•-0' _ om 02017 POEM wU Nautilus L. ECi DINt. Rollf4g�vNerSynfem eoRBANr EXPERT SHUTTER SERVICES INC. naD a caD�Nw91Nn . BL w am..a0n. rumol n vw %IDS S.W. BILIYDRE MEf w1.r. ar tc 17-244 us99vc w m1m m Iva SCHEOULE1c FLOOR TO CEILING(TRAPPED) MOUNTING MAX SPAN (R) FOR END AND INTERIOR MULLIONS FORAGIVEN A S D DESIGN PRESSURE RATING{D.S i.? & A 7'•0° MAX. MULLION SPACING (ft) A SCHEOULE2c WALL MOUNTING MAX SPAN (FT) FOR END AD INTERIOR MULLIONS FOR A GIVEN A:S:D. DESIGN PRESSURERATING (P S.F.) & AND T-O" MAX. MULLION SPACING (FT) N MAXIMUM MULLION SPAN (9) MAXIMUM MULLION SPAN M &IM at �4k'1/4MULLION 48k/4°MUION 4x114'THCK CA' FLANGE) lLN Q4?k1/4MUWON xk4 MULLION G14HX pl nomm p M1M (p-Q 2 OMEMA¶ON 1 OBIEMAIION /2 (NDRAMI 1 ORENIARON /2 (A) MWATION #1 #=It DMWA ION 02' OMWAIION 1 OBIRRAnON /1 CMWAM 12 SWEMARON 1 ORIEMARON END EHO 0)IR00N EN0 IMERIOR. INp INTERIOR ENO INiEIUON EN0 INRR°R EN0 00FISpN DIO IMEAWR FNO IMEWOe END 1NIERWR ENO INIERWR. 7•-0• 1 '-W -B• Ir- • 1Y-6• 12'-r - • 12'-B• 11-W IS-6• IS-0' ]OA 7-0' -e' 2-B 2'-0• 2'-6' I1-6 IS-b' W-6' I2-6 IT-6 12-6 12-8 10• 1 '- • 2'-6' Y-6• 1210' 1'1.. 12-6• tr-6• 12'-b' 1Y-0' 11'-a' JBA 7'-0' 11'-B' Ir-b• IT-6' 1M-B• 11'-6' r-r IY-6• 12'-6• 12'-6' IS'-6• 1Y-6' '_0• '-B' Y-p' 1'-' 2'-B• I2'-6'11'-a' I2'-' 400 )b' 12-8' 2'-a' 12'-B' 1•-6' 1'-B' R-e' 1'-B' 1'-' IY-b' r-r 1Y-r '-0' 12'-6' '- • '_B' IS-B' 11'-9' 2'-6' IR'_B• 12'-b' ABO Y-0' 12'-0• Q'-0' '-6' IT a. 12'-0' 11'-6' 12'-W 7r-r Ix'-0' IV-r 12'-r 1 Y- tr-r '-' 17-6' q'-6' IY-r '-B• 12'-r e0.0 '-0' T-0' 12'-e' Ii'-0' 2'-0' 2'-6' IRIS- •_ W-6' 12-.. 1'-6• I'-6• IV-0' T- 11'- Y+e' IT-0 ' •-]' '-0' IV-6' IV-W '-]' I2'-a' 12'-6' 1 '-0' tx'-e' --m IS'-6' I117 12'-B' 13'-B' iR'-6' t2'-J' t]'-6• 12'-0' 13'- ' ix' -a' 11'-0' ]'-0' IV- - 1'-0' 2'-B' 1 IV-0' 13'-6' fY-B' 1Y-6' 1]'-6' to,- I* 12'-' Y-- IT-r II'-11' 2'-B' Y-b' 2-B' Ir-' 2'-B� Y-' 3'-r 0'-I I' 1'-B' IS-6' '-fi' 12'-b' 11'- •-6' '-J' Ix'-6' , 1 '-0' IS'-B• 10'-6' 12'-1' 12'-6' 11'-B' Il'-]' 11'-6' 12'-6• 11-6' 13'-6• 12'-B' T-0' , 10'-0' AY-1' 12'_B• 1 -B' IS'-6' 13'-6' 11'-B• 10'-0• ❑'-B' I'-B' ffi'-B` 11'-J' i]'-B' -12'-0' Ir-0' 13'-6' IY-b' T-0' 12'-6' 10'-6' ❑'-B' 1W-6' 12'-6' II'-J' 12'-6' dl'-B' IR'-B' 7°0 Y-0' Ix'-0' -72-1• 10'-11' III'-B` I2•-b' 11•-0' tt'-Il• III tY-B• 12'-6' 2'-e' 7'-0' Y-- •-2' 10'-„• III'-• 1•-6' 1'-0' 1,'-11' 2'-6' 1x'-0' 7BA -0' IN-3' '12'-6' 12'-b' 11'-11' 12'-B' '-0• I •_ • 9'- 1' 10'-B' IY-4• Ia'-6' IO'-10' 11'-b' 12'-6' 11'-D' e°p •-0' 11'-6' B'-11' 10'-6' 13'-4 I2'-6' 10'-1p• 11'-b' •-0' 7-0' '- • B'-9' -2' 1 •_ • 11'-e' 10•-0' -0'12'-r '-PtY' eaB -0' 'B-9'10'-1' 12'- • 11'-e° 10'-0' 1V-V 2IS' II14• 1Y-b' '-0' 10'- • W-7- 9-1 1'-IO• tl-s0'- • 1- 2'-0%.0 9'-0' a'-10' 11'-10' 12'-V IC-b• 10'-9• IY-' 2'-2' 10'-10' IS•-' W-2' W- • '-B'11'- •'''''A' 1Y-e' 10-b• ID'-B" Y-0' '-6' 1.- it'-0' 1 •-1 10'-1' 10'-C W-6' 1I'-r 111_ Ir-r 7-' '-J' 11'-b• 11'-6' 10'-0' ff-I' W-6' 1011' tr-6'10 ]-E' 9'-0' B'-J' it'-J' 11'-6' 10 -1Y 10'-1' Y-e' 11'-b' 10'-' I2 r 7-0• • 9'-10• 9'-r 11'-Y B'-I0• B'- 0' 12 2'-6' IV 12IIOA .0 7-0''''01' '-]' 11'-0' 9'- 0' B'-IO' I2•-e• 11'-,' r-B• 11'-e' l'- B'-B' 9'-1' 9'-1' it'-]' 9'-0' 9'-]''B'-b' IR'-B'IIbA T-0'' B'-11' B'-10' tf'-I' IO dO' P-r B'-T 11'-0• 10'-B' 9'-]' 12'-a' ]'-0' B'-0' 8'-11' 6'-10' N'-' '. 10'-10' '_]• 1'b' 9-1' 1R'-e'/SOA ]'-0'• 6'-10 9'A' 10'-1 10'-T 9'-7• B-a' 1-' 10-0' B'-I' 2'-6' B'- e'-ID' - 10'-0' -r 11'-6' 9'-10' 12'-6•B'-1' Y-0'' PW-4- B'-9' a'-b' 10'-J' B'-b' B'- ' 11'-0' ID'-2' 9'-10' 12'-e' SOA '_ B'-9' e'-B' B'-b' tY IO'-0' 0'-b' 9'-]' B'-2' I-0' 10'-0 '-C 9'-1' 11'-e' B'-1' 6•-]• 11•-e'Y-'' 6'-b' 1'-B'1'-0'' B'-b 9'-0' 10-' B'-B' W-2' B•-11• IS'-e• Y-P B-B' 13•-B• l-AB'-S' E-W 10 -6' B'-B' B'-' B'-I' IS'-0' 7-0• 10-A' B-Y 9'-1' d'-0' 2'-6' '-e' B'-1• Iff-b' '-0' 0'-2' B'-P 7-9' 104 --12'-B'1NeA 6'-A' 11'-0' '9'-A' B'-O• 1Y-0' 7'-0' r-0' '-J' ]'-T'' -'s' 0'-0' B'-T 12'-0' b'-0' I2'-0'IN.D 71W• -0' -Y 10'-1' 9'W' e'-0' 0'-]• 0' 14 1-0' ]-10B-2-IY-6T-10' IY-B'7-0' ]'-0'P W-2• Y-b' 9'-9' 8'-2• e'-10' a•-9' 12'-a' B'-Y ]'- ' Y-B' B'-1' '-A' 10-' B'-0' B'-9' e'-A' 13'-6' .-a' 1'-6' ' B'-' ]'-A' 9'-b' 9-0' B'-9' BM' 11'-0' a'-11 7'-B• 2'-6' T-B' a'-0' •-2' B'-10' 8-10' B'-r a'-]' 12'-6' ]'-a' 12'-B• 1 T-0' ]-0• B'-0' '-1• 9'-3' a'-t0' B-B' - 2'-0' 6'-0' T-6' 2'-e' '-e• Y 1-0' '_ -B' -fi' B'-Y B-Y - '-r 12'-0• IeOA '-0' T-A• - 9'-10' 6' e'-0• 9'-1' I '-]' 6'-B' '-b' I BO - 1' - • 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. NO MULLION INTERIOR A ... INS._ MULLION 11r.1A 1 ,1.j f FLORIDA SUMMO CODE (Non Mah Wftt Rurd.rn . 2n,,e) 'S• m °'°"" `°' Nautilus 9 S L i RoBlnpSbpNerSpfem oe/w/11 MULLION SPACING: "W i R E C O )R°. EXPERT SHUTTER SERVICES INC. °^ 4 • Rf ! 11I N,1[STNO �f OINE[flIXO GOYPNIA M Y1' 1 rn.N i I:+r$n ,w. ra 10es °e -1u1 1626 SW. BLWOM MEY ppM W. LUM. M 31904 17-244 _ -• 6 rQNAL 6N6j1111�o6ovo +m wrr lemt ]1>-ewa ..rm n» nI-aveo [6Ar�w 14 WN.iR A nLui +.. P.c `4 WINT 2e K as P.E. SLILJS OAIE IlW, t IUI6]