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HomeMy WebLinkAboutPRODUCT APPROVALC 1/4/2018 Florida Building Code Online r BCIS Home Lag In user Registration I Hat Topics I Submit Surcharge State a Facts Publications j FBC StaffBCIS Site Map units Search I Product Approval ■`/ .� X USER: Public User .. Product Approval Menu > Product or Anolicatlon Search > Application uet RECEIVED Search Criteria MAR 0 2 2018 Refine Search ST, Lucia County, Permitting Code Version 2017 L# 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annliratinnc FL# Tvoe Manufacturer Status FL12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Roll -up ...... m.ad ue,evrc d,m mupeu or Inc roi- one/pr me Lomms5mo IT necessary. Contact Ds :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Floritla law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395.'Pumuant to Section 455.275(1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish W 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 here . Product Approval Accepts: = 99 © - IM Credit Card) Safe, �j1N1 r� Ij f� https:i/f[Gridabuilding.org/pr/pr�_appjst.aspx 1/1 ,r t r Fag �.g Qy�€ PIEgij o s Til O ell ��"J i-G' S.E tPC eONK ,3R, d .p� k $z ri u�BiR�RY�Y4. IM lip b y y Y O Y N P Si Nris=- �U 02. • '�" fn �Y n Q i^+<"'G2�� egg e � 5« i� � ug� �, og !�$ �Yi � �zno �C+�� NNN Y}j w 44 5 a� R s 3a � a aim:rd d E =iL;L P s Y��.� 9d p N4�1Hir atia � �� pgp a eg yA `� mT F ,biz }�'^�35'�'�ri. $ r��� � �di fi e ^ •L'��` Ef Z3 ttttt�p�...,,,.. (f. t:s€p� yym �i^Gi�,' n' vy.. (• ,� �7 �bm � xz•�s� �� -��� s j .�� �p# •,��� E 6�"�' my 99 .. ,,..t, M $ _ 8 �. 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BUILD."TUBE mssnrau�maa♦war � mr sd,aa: vr•r � d v I `ME- 44167 @ BUILD.OUTTUBE. 1 emm.aumwu,m H VC0.310♦ITASUILDE7(TE1CSCREW cvea,artu uxafm*r �: 2MJ O. SN60 DWMUILDEX TAPCC94 MLANCHOR wma+amu { wt9.+c•r I :. I @ STORM BAR J N9KSOLT3ANCHOR � .,. .. MIMMWNua . . .W0HLLT.IiIQ waoxmm. an+A.+.r:r eYnevr•*• FLORIW' BVIt0P7G CODE 'fff. Nbh ie1&+b HVIA 1.26 9 .9 I END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL' DRIVE CROWN CONNECTOR SLEEVE GEAR - PLASTIC OR ZAMAC.CASING UNNERSAL WITH DRNESHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING & Y/7 END CAP END & Y/7 —(Or %s AkS -6 surrm is a WT 7`Pt'� TYPICAL SINGLE UNIT ELEVATION PON STORM BARS-", •• NOTEi SEE SHEETS 2 & }FOR COld?ONENTS. NO?dENCIATURE. PROCEDURE FOR SLAT INSTAWTION GIVEN A SHUTTER HEIGHT= CASE I: SHUTTER NEMNT EQUAL N LESS TN.W T1'-V APPEIGLRE TO BSPGUTNNS W/O ,STONU BAPS. W/ STOW BAPS OR W/ SORM EATS'A U(N.WAs IN/ H LP TO (n) WRIAN SW START W/ 11 StAIS AT TOP.. Fo4A'NED.DT 12.13. _... TNEAGFTEA. 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DEPTMNI(b' Cant �w TUBS: (top vivo 7�145 & BOTTOM) W/ -BUIUM)c TOC S(NIM14S 2 n IN 1/4- 4�1t,3�12"j STEUL a 24� WNP101 0 2V CA, EDGE W UMLE, EDGE 2. END:CAP 2 E POURED CONCRETE 3 W min.) POURED CONCRETE Mi., THICK'REQ 0. (rc m 3 Ms. Wh)4'Wmm —4- THICK RED.O. DOE" — 7— t@OR@ 21' ©OR;© I - . 17 3/4.1 IAII� r. 0/8 7 3/4-, mb� I or R/S or-1.--.1'4'.4-.3 ALLOY) (6061-76 ALLOY) SIDE, .,Mt it APPI )CA mrz M�,#4Dt-E M SIDS: R-/8 ODDS V 1�7 I '(WALL WOUNTM-SHOWN. MAY BEMOUNTE SECTI0N'k2-)(2 W/ AG 'OR ALTERNATIVE SECTION X2-X2 W/ Q OR nG* ALSO WSTALLEQ MAPPED & INTERIOR MULLION) PER SECTION fe�R' ON SWEET (END & INTERIOR MULLION)(END ti (W1 ORIENTATION 0 1 (W/ 1/2"xi 1/2"4.062",xCONT. ALUM.. (6"W or BN4') it ANGLE W1 1/4"00/4"FTW BLQLDEX 7CK SCREWS 0 2A" ox. TOJUSE. 1* SIDE RAIL@,N0T N 10 X2 1 1/2- 1 . -11 - ci);. ��Wr �21 NG,MULLJONS ')OR(M ME SECTION W-2 I MOUNTED MULLION INSTALLATION. sio;Ln Ila- - I- 1 t No. 44167 SIT 4 C:3- �%2 M11% "It T ME c = N7 t�! W�. Nautilus EXPERT SHUTTER SERVICES INC, Im S.W. OLJ� 101*17 11 17-244 M� . 7 1/4b 3/4' RW IDDU E%.TEK SQfEK SIP MPU[/.BtE - 11MAllON CEPttMt/R' Cwt. W/ i' 0.D..D.060' OAvls M STER 1ER 0; 24'.a.e. ` 2 1/2' FAUN. WRE (ICP B.BOTIOY) W/ .: `51W9 TAPCOHs XL W1 2.1/q• .EDGE W APPUCAGLE • lFn. EA IMia EMBEDMENT 0 2V 0.0.. D. ._ .'i--•—lt __ 7 I/2' W . E.O.'2- 2' L.......,-.�._1 1 1 1/C n POURED CONCRETE 3 11/2' i \.� (f'c m 3 kst M. s' C Z' THICKNESS Dam 1 1/A' REO'D. T CONTINUOUS P(AVt:D /2• EO.. 1, -E0.. ) ENO �aw T e- CIR G 2• E0. CONCRETE (It= 3 i6 Mn)„ i 7 1/2' M:A. E . 6'. 1hh D#CKNESS FIEO'A q- i _..._..I© F oaPucri✓ (6041.-T6 ALLOY)50ERGma >< ,, I ExiEBog ALTERNATIVE SECTION X2-X2 W/ 0 OR MULlLO�J. ' ' n u n i i ' ,,(J,yjERIOR (W1 ORIENTATIONS 1 21 Q/8 or I 0/8 or (4"W or 4'r8') R/8 or a. I R/& or - R'/8' i I (� I -R'/8- OSEE MAXIMUM Og)(INTERI i 1/2- ++Iti, E.a _ � 1%z• X2 � Cm rmA°TuO� 7 1/2' d\\\ ME IF APPI WALLMOUNTING`MULLIONS OR RED.CONOW WAL TCN EDGE IF APPUCA,GEE� 7. 1/2' M.. EA, j 7 1/2' Mn. E.O., ya1A11/A'(ECRI-ToA EDGE IF J� m.JNGtf EA. SIDE ALTERNATIVE SECTION X2-X2 W/ 'CGI! END I& INTERMOR MULLIONS 1W/ORIENTATION @ 11 MOUNTED MULLIONS SPAN COVERED. BY SCHEDULE 2E' FOR D SHO:sN, MAY INSTALLATION CASES 1' ,& n' ON SHEET' 25.. o1ED TRAPPED (UMTED :LOAD; MUWON SPACING -AND SPAN INSTALLATION): SECTION RI-R' INSTAIA71M CAM Y,. - RESIDENTIAL°. AND' COMMERCIAL'. APPUCATIONS,YATH=60.8:•.P.s.7:. i`rt,ON[. ALUM. MAXIMUTA'. A.S,M DESIGN PRESSURE /4` OW SUIDEX RATING, 1,2'-0' MAXIMUM ML'LEION o:c: TO TUBE. SPACING. 'VAUD FOR CONNECTIONTO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS:' I, 1,`Cfi H1N10N C4aE D' - COMMERCIAL APOUCATiON FCRIt100.0 p.sf. MAXIMUM A.S.D. DESIGN PRESSURERATING.,B•=0- MAXIMUM MULLION' SPACING. VALID FOR CONNECTION TO CONCRETE W/ HRR INC KINK BOLT TZ ANCHORS. r) Arum AraGtE XIS.TO INLUDN� V.DoN'ANCHWT •• ' POUlIm m(CRE1E .,•ati.. T1tl '7$IDE-WLQNOT'SHOWN FOR CIA(UTY .. 3" W. EA.—'-9" um, N . EO� Ew&Nw.% WUR'.L WiKflEfE + t ] ku wod yn E 8n Nin.'ilpCK.. RE60.. pj a" o. p � t Y E%KIINC� 4V55 �~ G2 G p p Y Sam �n� E p 0./8 7&� p a 1WI=M �Aehpec�c �E�.wLw�E MR f2i 3/4' MASK SOLI TL. E}(MVON Ms. E0. Mm. E'A.----ANQI 0lwmoA NULWN, 77(OWENfA'M j2). E.O,--I lVR (�3/1'o I(vTN BDI,T A,EXPRiWN (OWENfAIiON]' jt 6%1J,1 FLOORTO CEILING /TRAPPED MOUNTING: MULLION CG17 SECTION W-3 END &INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ON ii J g7' SECTION X3-X3 W/ {�j')�ULLIONONI ,,(Iy[ ORIENTATION 8 ' ffip(W'K I I bL+. E9. I W SUH 1"iTSFE SCHEO'JLE EAMkIDIRE i = aLL1141 x a' 0 r. G A Y u o C _ I! rr iR 6 Q F b n n (m Min. EA, SCHma 0'v ALTERNATIVE SECTION X3-X3 W/ GG'3 *' {W'/QBIENT TIGA N k 21 (rx7" M,TMIOR MULLION ONLY) • SIDE RAIL O. AND BOX NOT SHOWN FOR CLARITY. EDGE Oi E>� i i I'EDCE O1' SUB i us. E.D. Min ED: J1 "—(SEE'RHEOO:E d1 SEE SCNEDVLE II) FLOOR TO CEILING I TRAPPED MOUNTING: MULLIONS G—$ SECTION W-3 VI smrE 1/0..1• PSO: /SEE MAXIMUM ( (INTERIOR) TRAPPED MOUNTED MULUONS "SPAN -COVERED 8Y SCHEDULE' Ib* FOR INSTALLATION CASES 1, to & D ON SHEET25., (1.I111TED LOAD, MULLION SPAMO AND SPAN INSTALLATION): IASTALLAIM 04 1 — RE8I0ENTIAL AND COMMERCIAL APPLICA'n6N5 WITH *60.8. p.s.(. 'MAXIMUM A.S:D. DESIGN PRESSURE RATING. 12'-0' MAXIMUM MULLION -SPACING. .SEE, SCHEDULE #1 FOR ADDITIONAL SPECS. DISTALIARON CASE L - RESIDENTIAL AND COMMERCIAL APPLICATION W/ �60.8 p.s:1. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 8'-0` MAXIMUM MULLION SPACING. SEE SCHEDULE91 FOR,: ADDITIONAL SPECS. 1NSTALATICN CASE II - COMMERCIAL APPLICATION- FOR *100.0 p.s.S. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM IAULLION SPACING. SEE SCHEDULE /1 INSTALtAT10N WIN, H THICKNESS ANCHOR TYPE A SIZE MIN. ANCHOR bIN. CDCC - DISTANCE fOR CASES ROYD. (TIP.'roP d.80TT0b) EYBEDY[M mum 3/9'o HIl9 INC Hus-H I. .. S/Ra•ESW.POWER FA57FNEft i 0. 5 1/2' = BOLT ANCHOR 1. 7' 1/2'o• HILTI = KI51K E ,/z• 5 1/Y SOLT tt 11 8. 1/1-o HIM INC alK 3 i/K' T 1/27 BOLT T2 CODE sml,unm EDGE If 2"xMUl OEPi14f(8' COM. .� uuu. 5V8e (70P & 80TTOI:Q W/ i' liw BWLM TEK. SCAEAS 5/15Y TAoCONS XL W/'2 1/4• 2 1/8 W! 1' O.Aa0,Ot0' G0.VAtOZW SfEEe � w :EMBEDMENT0 2a' n.R. WASHER 0 24' m. ' 7 . MIN'. ED IAA: E. 1 t _\ EDGE fP PnaLICpDCE1 1 tJ2• v' I �,� r - �' � I � 7 ]/4 G2 TI 4• CONCRETE RETE1'-3W f0' Sr, A4n. T7CCK REDID, \ ( I POURED .CONCRETE $' kiln. 7HICKIREO'D. 4' EVEMOR LL J wD CAP 1 I ` T 3/A NOTCH WEB I FA.�EO. 2 MU ED. (TyP., TOPJBDROM) i �� Z� 0 I Y. { 7 p/4 M;n, C.D. 414 W//qq (bOB1-T6 /d10� E=EK. SIDE a' h. I-L�+ (WAIL MOUNTED SHOWN MAY 'D. ALSO INSTALLED TRAPPED MOUNTED .. -- a j IF cfFuca9i,E✓ Guss I PER-SECTION-.0-0' ON SHEET 8.). .EDDE ; Ly g ' SECTION X4X4w Gn? Pny (END-& INTERIOR MULLION) 1; ® u q 9. 714/�ORIET+TA➢ON_ "6 7) M'M tD `\ y 7 7 f2'at tJ2•x0.96'X'xCOt:T. ALUM.. SIDE RAIL(JD :NOT SHOWN .FOR CLARITY 8 7 3/P jf ANGLE W/�T/4'Pxx/S' MIN BULLDEX 3 UN. EL. i TEK SCREWS 0,24' me. TO TUBE, COYCRM (Ce q! 10:Mn) Till, 8' V^ TE6C+( (iEL'a \ 7- UP. WIW04 1 I(? 1 1/2" 1 Ow. M00TI00 J :IV P` • E- iA .«C .-SW E (2) 3/4*0 T6 ALLOL Nvn..V:GLE 'FI. SIDE Wr (2} SJt'o 7HRV BIX35 TO MlILLKAV V• .+' �•&tu' 9, 4• & 12j 3/4 0 WK. BOLT TZ EXVAN90N AACHOR FLORIDA"BUADINO WOE (N00.8Nh VOlady llurrlcOn0 5a00) Tti ` EDGE IF APFUMLE WJ 5' ". EMEDOMENi TO PWRED M.'CRETE WALL (T1P. TCP 3 807TON); i .. Nautilus WAL4MOUMINO: MULLION^Q i lioWcpSAMttarDysb2n iL CC O TM�., ttMM " �Mt E—�dG oCE"G�a.v— ' ' ' ,�"EXPERT SHUTTER SERVICES INC. ...8E OI NV,f4 Z "0�:. f(()... � T1 nrx on>�i''.�•'m`ceim ,u.� fv�w+'Si1�u '�r�t urott • T7-24!i END'& INTERIOR WALL MOUNTED MULLION INSTALLATION .Fs 1,1 a��'�""°'"' �•.� " 'EGRET-1f8'..P �WtKllN Y-VC P.ES /MTE JUYJfM IY. CODE 5 3PP.ICABLE 2'xMUWON'ODPDI.1/6" CoRL -AWIA INGE OU A BOTTOM) W� 5/I6'0 TAPCONS XL W/ 2 114 Nil. EMBEDMENT 0 24' o.c. A M ED j I I I TI 3. 1/2 1 I /81 EA. 1 \\\\\\\�\\\\ END PJP CGv'CRETE (fc s J l� W,) I 0 8' Fyn hEERNESS � 1� i gM Fvgb. c IGn. i G3 a a (IAll MOUNTED SHOWN, TRAPPED PEED ALSO lPER nws �I MO SECTION MOUNTED PER $£onON ON SHEET &) z x a 0(TOtlO.R M BIt v it qq v 0'/8 77 4 7/8' 1 �-.(2) 3/8b WK BOLT T2 EXPA Q5 ANCHOR WN. E.D. W/ 2' M.n EM8EOMD4T'TO FCDRED coN cE 'WALL (Tw. TCW N BOTToM). !DGE'IP IPPUC.4SLE_ COMBNUOUS POURED l- CONCRETE (fe . 3 W Mm) Er V4 TKM4ESS PEOD, WALLMOUNTING: MULLION' �3 POURED CONCRETE WALL SEOTLON W-C Q INTERIOR WALL MOUNTED.MULLION INSTALLATION " 1ETOA UMITED LOAD MUMN SPAN AND MULL ION SIDACING INSTAI EDGE w ACPLKABtC�'[ 3/B Ml. E.O., ^.._ L 1 I I CONTINUOUS POURED Cd,YAEtE.(fc . 3 w M11) 9' FAN 7FCCIWE55 fEO'D. CO. L—_�%a 1 EWE. W PPPULkk-tr ' 1 SECTION X4-X4 W/ ,(INTERIOR MULLION) jW/ ORIENTATION k 2) (2V-- Q SEE MAXIMUM 0 (INTERIOR) WALL MOUNTED MUUUON SPAN' COVERED BY SCHEDULE 2D' FOR INSTALLATION CASES I' & 11' ON SHEET 25 (UNITED LOAD, MULLION SPACING AND SPAN INSTALLATION): USTAUATICN CAg C — RESIDENTIAL AND COMMERCIAL APPLICATIONS ,WITH; t80.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MA1(IMOM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTILLATION CASE Lr - COMMERCIAL APPLICATION FOR 1100.0 ps.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. B'-0°. MA)GMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KINK BOLT TZ ANCHORS. FLORIDA-BOItAIN l STEP it OBTAIN JOB SITE'SAS.O. DESIGN PRESSURE RATING (Psa)FORTHE OPENING AND DESIRED SAT SPAN `V(11) TO PROTECT IT(SEE GENERAL NOTE 92. SHEET I). ' $TEPi ENTERTOCHARTS (Ia, lb & Ib 'THRU IC ON$HEET:/S TO DETERMINE, BASED ONAN;W SLAT SLIP qn); ANCHORTYPEAT$1 RAILS;A.BD. DESIGN PRESSURE RATING(m.t);THE REQUIRED MAX SLAT SPAN "I.4. THE FOLLOWING INFORMATION IS PROVIDEDAT CHARTS I THRU, IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION:. • ENTER A..S.O: DESIGN PRESSURE RATING. SEE STEP(1) ABOVE. • FOR SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE; INCLUDINGANCHOR TYPE, THE FOLLOWING DEFINITION FORSLAT SPAN SHALL BE CONSIDERED,,. Lvm:THIS ISTHE MAXIMUM ALLOWABLE SLATSPAN FOR WHICHA GNENIIX SLATStIP MAYBE USED; FORA GNENA;SD. DESIGN PRESSURE RATING: • MINIMUM REQUIRED. SEPARATION TO GLASS IS PROVIDEDON CHARFIM PROViDESSEPARATION' TO GLASS FOR PRODUCTS WIG OR W/STORM BARS (SEE STEP41. STEP4: IF PRODUCT INSTALLATION INCLUDESSTORM BARS, MULLIONS ORSTORMBARS& MULLIONS, THE FOLLOWINSMANOATORYADOITIONALPROCEDURESAREAPPUOABLE. PROCEDURE 4a: IF STORM BARS ARE USED, 1. MIN04UM SEPARATION,TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BEBASED.ON CHART Ia, ON SHEET.15, IT SHALL Be MEASURED FROM BACK OF SLATS:TO GLASS.. 2,ENTER TAM 1 ON SHEET 22VWA.SJD DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2OR 3ON SHEET-23. WITH AS,D: DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP A BOTTOM. OPTIONS PROVIDE ANCHOR SPECS ATANCHORSTYPE LEGEND FOR VARIOUS ANC44ORTYPES COVERING PERMANENT (ANCHORS 0) OR REMOVABLE (ANCHORS e & C) INSTALLATIONS A CHOICE OF 2OR4 ANCHORS PER CONNECT" DEPENDING ON LOAD AND STORM BAR SPACING: PROCEDURE :IF MULLIONSAREUSEDSUTINIOSTORMBARS 1. MINIMUM SEPARATION TO GLASS FOR SEATS IF MULLIONS ARE USEDBUTWO STORM BARS SHALL. BEBASEDONCHART Ia ONSHEETI& ITSHAU BE- MEASURED FROM BACK OFSLATSTOGLASS. 2. ENTER SCHEDULES fa THRU 2CON SHEETS24,25A26WI A.S.D. DESIGN LOAD MAXIMUM MULLION SPACING (MAX., IZ, B OR TT AND DETERMINE MAXIMUM M LO N SP6N (HEIGHT) WFAUDWASLE INTERPOLATION IN BETWEEN SPAOINGBFOAAGNEN G . 81 I. MULLION TYPES ,MULLION ORIENTATICNt - - I SEE SHEETS 10,10A, 11, 114, 12,12A03 913A FOR REQUIRED MULLION CONNECTION DETAILS AT ?CONCRETE FOR AOVEN MULLIONTIPE.(BOTTOM FOR FLOOR TO CEILING � OR )L...MOUNTIN0.9 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 Ia. ON-SHM715, ITSHALLBE MEASURED FROM RACK OF SLATSTO_ GLASS, 2. ENTER TABLE ION SHEET 22 =A -SD: DESIGN LOADAND STORM BAR SPACING AND DETERMINE. MAXIMUM STORM BAR. SPAN(HEIGHT)� 3. ENTER TABLES 2.OR 3ON S ISET23, WITHA.S.D, DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTIONTO CONCRETE 70P A BOTTOM; OPTIONS PROVIDE ANCHOR SPECS AT.ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORSAA D)OR REMOVABLE (ANCHORS B S C)INSTALLATIONS SA CHOICE OF 2 OR 4ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, 1 4.ENTER SCHEDULES :IaTHRU2aON SHEETS 24.2S.A2 W! A.$ D: DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX,12%FORT). AND 061ERMINE MAXIMUM MULLLION AN MW.UGH TYPEAMABLEIULLION ORIENTATION. IN BETWEEN SPACINGS. FOR AGIVEN A ), 5. SEESHE'ETS10, IQA, 11. 11A. IZ 12A 13 & 13AFOR MULLION CONNECTION DETAILS ATTOP S BOTTOM FOR FLOOR TO. COLINNG ED)OR VaLMOUNTING$ OF MULLIONS INTO: CONCRETE FORAGIVENMULLItlNTVPE SLAT PERFORMANCE CHARTS Ia, lb, lb' & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN AGO. DESIGN PRESSURE RATING (P.0). PRODUCT MOUNTCONDITION INCLUDING ANCHOR TYPEAND FOR INSTALLATIONS VW OR Wi0 CHART Ia • CHART III 'CHART Ib' CHART IC USE tK "A I= 115E 1611$YUY P09RA: ASIA tan IWl1E 3/6"9 KWIK BOLT3ANCHOR POURED CONCRETE 5/t8'O TAPCONXL ANCHOR 5/78'a TAPCON %L ANCHOR m.99as msm. n„ warenE.a9ru' m ewrn cw.w.i[ MAX AlW.'{.NAX.' MAX SLAT SPAN (Fn i 'LWX' (FT) MAY. SLAT SPAN 't m. (FT) REQUIRED MIN SEPARATION TO cuss MEASURED TO BACK Of SLAT' 0) qtEs%nrNL RATING {09I) ,sNIArz 1i[toms lA4ii£D wa+711L[tl 4a rnm» o1r0 0u1 J e�y r r/® Is wm♦r» Tl" I�xvtuR O' y( y�y e3 0�001. worst W© la lertvr � °mlmt �:wmr m� uclesi sa wasr '� slrt SL €' e€� wmr ram ly® mwmr W 0 SiOad . -4 BVR smmzaa X SLORId BFRS z e+v0mla saleo zl7d 1s-4' ze•-0' 20•-0"' ts'-a• ao•-o• 19•-0• z9'-e• tT-4• 1e'-a• 1v-e' rt41 r T mm 20'd t5'-]' 20'-W 18'-0'0• W-0' 19•-W iT-3^ 20'-0' W-9• 16•-3• 14'-0' 1' 141 2' 6^ 40D 20'-0' 15•-Y 19'-7' 16'-6'0• k20'-0- 14•-9• 17•-e Pr-10'. 18•-11' 1F-S W-10' 12'-9° 1' t41 2' T 48D 20'-T 1Y-4' 181-0• IT-3' 14'-2' 16'-0• 13-9' 17'-4' iC-Y 13•-9• 12'-W 1'14 f 6' '.'. 20'-b' 14'-10' T8'-9' 1y-Y1•. �13'-f' 14-f0'� '17-10' 16•-2• 1J'_f•. 12'-5' f1'-D" 1' 14 I Y _SOO e" $5.0. 20'd W-B^IS'_r t3-4'' WP ' 13'-tl' IV -I• 15•=0' %V= 12'-0" Iff-T 1' 11412' 6' EOA 19'-5' IJ'-9' I4'.-9' 12'-]'• It'-$• IX-2' 11'-Y 14'-2^ 1F-8' It'-4" 10'-0' 1' 14 t 2' r d77' 1T-11' 13'-l]' 11'-11'' 1f-0' fY-5' l '-1t- U'-4' W-01 'IV-10^ 9'-r 1' 1{' 6'70.0 1T-P 12'-1' 13'-0• 1t'-4' W-6' W-101 10'-4' 12'-9' 10'-6' 10'-4' 9-0* 1' 93 1/2'. 8' 7" 16'-6• 11'-Y 12'-7' W-10' Iv_r W-0' tf'-4' 2-11' 12'-0' t0'-0' 9'-10' 8'-10' 1' 13 1 2' 6' 80.0 16'-9' W-0' 12'-0' 10•-5' lY-71 eb' t9'-10' 9'-r 11'-7' 9'-6• 9'-3' $'-W 1'1Y ,6 15"-0' 19'-8' 11'-T 10'-0' W-3• IW-5' a-r II-r 9'-3' 9'- 8-!' 1• i}' 8' PoD U'-2' to' I' IF-2^. 9'-8' 12'-6' .10'^9^ 8'-10' 8'-10' 9'-6' 1' 12 N 6' 11 7' e•-4 9'-9' 8'-T 10'-41 6•-5' 8•_8' _ 7>9• f• 12 1/2• '6+ l 7° 100.0 12'-9' 9'-4' 19'rS' 9'-1' 11'-8' 8'-4' 9'-5' '8'-s- 1It a' $'-4' 8'-}' Y-G I" 12' 6• ]` lmo 12'- * 9'-0' 1 -1° T-9• 11'-}• 8•-0' V 2' B'-2 9C-8' 8'-0' B'-0' T4' Y 11 1 T 'w Y 110.0 11'-7' -6'-6' WI;' 81-6" 10'-11' T-10• a'-10' T-11' 91-3. 7'-10' T-9' 7-2• 1' if 1 2' _$' 7' 113.0 11'-1' a'-5'. W-6' $•-4• 10'-T T-8' 8'-8• T-8• 9'd T-e' T'-8' T-O' 1' 1f t/2'. '8• T I= to•-$' 8'-P 9-Y 7 2' f0'-!' T.5' 8'-5' :T-C e'-11' 7'-r W-10' 1' 11' 8' 7" 12AA 10'-2' :T-9' 9'-0' ]'-1 l• 10'-0' Y-Y-- - 6'-2' 7T-4' ' 61-W _T-S -Y T-3' B'-B' 1' 11' 6' Y TWA 9"-10" T-6' 8'-8' T-9' B'-B""' 7'-W 8'-0' 7-2' 8'-S T-0' T=2 61-8' 1' ltl 1/2' 6' T NCO 9'-5' 'Y-2" 9.-5' T-T 9•-6^ 5-10' T-10' 7-1 8: '-7• 8'-Tp"' 0•-0' 6'-6' 1' tot • 8' 7' 140.0 ff-t'. T-11' 8'-4' T-5' 9'-i' - 7'-Y _61-11' 8'e0S . - W_10' 6'-4' t' 'to 1 6' 7. 14DD W lo' 8'-2' T-Y -6•-10•. - T-6• - T-f6" - - - 1• 10• 6• Y 150.0 8'-0' T-2' 8'-6" T-C _ 71-9' - - _ 1' l0' 6' T ia3D $'-!' - T-Itr 'T-0" T-Y - T-2' - T-7• _ _ _ 1' 10' a' Y 160A W' 7_B' 6-10 9-T T-1' T-6 t' I 10' I ffi it r # NOTE1 t, ABOVE N=TD) MAX.,SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDOLES'ONSHEETS.17 h'.18 INDICATE THAT AN ANCHOR SPACING IS AVAUSLE FOR THE CORRESPONDING SLAT SPAN AND. A.S.D. DESIGN PRESSURE RATING 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8.0 KWO('DOLT 7 ANCHOR OR 5//16'0'7APCON. XL ANCHOR. INTO POURED CONCRETE OR GROUT f81E0 CELL CONCRETE BLOCK. OR VAIN 1/4.'0 TEX9SCREWS; AT MUWONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED' MOUNTED. AND'SUILD-OUT,MOUNTED, 3.'UMMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. RARA Y-1 1 T♦-a T > 670 T > W l T > t a: T > 8-12"T > I9-T6.T > 15'-29' T s M.9 5.5 8- mT-im 9' 9" S. .9". g` 81 Y 55/8' - y - >ui-tm TRAPPED MOUNT MAC A� RES,.— BUIMOUT E UIMOUT MOUNT SLAT SPAN-y K I tNm MAX.'SLAT SPAN FOR A GIVEN A.S:D. DESIGN PRESSURE RATING'$HALL MM-EXCEEDSINDICATEDuON S 7T PERFORMANCE'CHART ON .. SHEET 15.. MStctl _ .. SLAT SPAN RANCE. ... �, :Pe E v 4'T > 4-6'T > V't > 8'-P1-. >-7'-V t > W2'# .>'tY-t9'}- F> 16'=26"T' E - £ E E - E E E- E 9' S. 9- 9' 9` 9^ 9" - B. 9" '9' 9• 8' 9' 9'.- S. 9" 9" 9° 9". '7 3/4' 7"I. 7' :5. 614 9" 9' 9' 9- 9' - 9" 7` ":7- - 6- 5 5/8- 5. 5/8- S4t-6P 9' 9" H' 9' 9' 8' 9' 4^ ` 9' 9" 9' S. 9' 9' 9•. 7 1/2 7 7 6" $ 5/e 5 S/8' 5: 5/8- - >91-t05 9` S. 9' 9' 9'. 9' 9-. 9" '9' "9" 8: 9' 9.' vH H'... 8' "9' 8' _9' :. 6.1 9:' 6 3/4' 9_. 6, 3/4^ 7" 5:, 5/8:- 5.5/8' 5 5/8' i1D5-120 9° 9 9' 9' 9' 9"' '91 9' 'Ir o— 8' 8 1 2 6' 6' 5:-/8. 55/8 5 5/ -- j1E1-N0 9' 9^ '7 Y 2 '8'. '9" 6 1127 6- W 6- 5 $/8' S 5/8; 5 5/b _ »41-m9 9` 9' 9' e- 6' T 7•..:8 $ 8 6 3/4' 6`..3" 4. 5 5 8. 5:'. b 8' simt4,orn " Aso. SLAT SPAN RANGE. �04 BwctON 6'-4'T >4'-9"Y >. 5'=5'1 >6'-0'}>Y-9't >9'-12't >fY-t6'T ->'ib'-Wt` 8'. . 7 1/2' 8. Yq-59 p• g• '.g•. 8" g• 6• 4^ 3 3/4- _ 4 . t/2' 3 4" - >el-w3'3 3/4, 3 Ve - t06-i26 8' 8' .8' 5. 1/2'. 4 D: 3 3 4' i21-tw 5' 4 1/2'. • .4" 1 3J4` 141-160 - 8" 8" 5" 4' B - TRAPPEDMOUNT A40.' SLAT SPAN RANGE qo�aau µnp xuc[(oel D-4`}' >:4�6•:T. >3'-8"1 >8'-7, ! >'7-9'} rY-/2'.T >. 12'-16't '> 16'-20''} A 30.0. 6" 'V V e .6' 6' 8" E 1. 2 6._.-.... r , 5 6J2' 4 t 2' g. g• 6• 6" - 4• 3J4 3 3/4 3 3r4` - i2htw 8" V 5 3/4' 4'. 3. 3/4' 2 3/4' >Ai-Im 8'. 8' 'V 1 3.3 4'. 3'3 4•. 8(AIDAUT MOU_CN' SLAT t--SpAN y i.SIM MAX SLAT SPAN -FOR A GNEN A.S.O. DESIGN LOAD SHALL NEVER EXCEED MAX SLAT SPAN INDICATED' ON SLAT, PERFORMANCE CHART ON SHEET is. I _ SLAT SPAN RANGE I. , S-0' T > V7' 7 > T-9' T >-9'-fY'1 T 12'-W0 t Ib /6'-20'. T., maw) E E E E E I E E E E E s 00A 6" 6' 6" 8` ::fr" 6' 6'. 8" �G' ' 6" 0" g, b` g" 8' '.8' 6' . 6 5 1/2' 6 1/2t 4 '1/2" 4` 4- 3.3/4' >3f-4a 6" ."6• "6' G" -G•' 8' 'S7 6^ I sr- 6' 6' _ V 6" 5` 6' 6' - 6' _ 5' _......._. 4' ....-...... "4" 3 3 J4' 3 d/.4' 3:3/a` 3 3f4` >41-4a.. e' 8' 6' V '6" 6" "V S. 5" . 8` - b' 0' 8" 'S' V 4"` 4': } 3 4'. }'3J4' 3`3J4" 3 3/'v - ' 6' 8" j 6• 6' 6' S'+ 2 e' 6` 3`. 5"_ 5 4' 3 3/4f 3 3/4- 3: 3/4' 3. 3/4'. rw-t05 6' 6" V 6". 8"' 6" .,el 5^ 5 3/4. 4 / 2 4 1f2 3 S/4 3 3J4" S 3/4' 3 3/4' 3 3/4F 3 3/4' -. iio6-tom 8'. 6• 8•: 6' 8' S 7/? 5 3/4 S 3f4 4 1/2: 4 1/2 4 1/2 3 1/4 3 3/4" 3 3 4' 3 3/4' �. m�~•. LL m iiat-l4c G' 6' 6' 5" u 4' 413/4 '4 3/4 T:I14 4 9' 2. 4 172 >1•t--14o 6^ e' A'.. 4 1/2. 6'f $, } 3/4' 4' P - 4" a' - 3 3 N UA A .. PRMM ax�. RNFS 4,io. SLAT SPAN'. RANGE 0-4't >.4'-5't > 5'-6't > 6'-7'.1 > 7'-0't, > 6'-12't > W-16't' > 16'-20't 6" ;w 9•. r . 6` 4 t'2• >31 4 6" 6' e" 6' E' 7' 4 )/2- '- >+0 In A' 7 1/2' g' 4' TRAPPED MOUNT AS P SLAT SPAN RANGE O,-4't > 4'-5'=t. > 5'-6`t > 6'-71T > 7'-6't -:> b'-12't > }2!-18'It >'16`-26't 131=10 . v e" 8•' 6° 6• at 4 ,1/2' 5• 4 1/2- - >61-tab. 6" a., '6` 4 1/2' 4 1 2' ping -lea 6. 6" 5 1/2" 4" 4 1/2" - r - _ 1124.-10 6' 5' A 1/2- 3 3/4" - - - - - BUIL0.02TMOUNT SPAYS I t'MAX. 'MMSLAT.SPAN FOR A GIVEN AS.O, DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX: SLAT SPAN INDICATED ON SLAT PERFORMANCE CHM, ON 'SHEET 15, 015W0� SLATSPANRANGE _. PRIZM' 0•-4`.t > 4'-5'T > 5`-6' i > 6`-i 1' .v:T-9'.T _ '> 2'-12't > 12'-i6` t y:.16'-20' T.,. Rvufe Wai.) E E E E " E Ej! E E:rEllE i b.0" »t-4a 6` e° S° 8' 6° g' b' 6' 6' 6° .. 8' 6' 8' 6" g" 6' '6' 6° B' 6° .;6^ 6" 6. b` $ 'fi' 6 6' 8 6' $ 6 7/2° 5" i" 4"1 - I - >»-60 6•: 6• 6' -a- at 6` 5 1/2. 5 1/2 6" 6'.. 6' : a. 6' S 1 2°... - 3'374' >61-g6. 6' 6" 6• 'a- 6F 5 1/2. 5 T 4' S-P 2 4 1/2: 'S St 4' 4" 4' _ -' - - - 3`Sf4` >M-105 >Ta , 12D 6" 6' 6' 6° 6" 8" .6' 3 1/2 g"„_ 'S 7%2 _ 5'1 2. 4 1/2 5. 1/2' 4 t 2 5;1/2 4 2" 4' 3. i 4 _ 33/4. >121-10 a. 6" 5 1/2 ;' 4- 3 4 r3 :3 4 - V - - _ - >141-160 •. �.. Q. L. _ - .. _ .. .. - t SCHEDULE VC Vx FORCES OIFT) & Vv " 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 BLOCKMALL BUILDINGS (USE:. MAXIMUM VALUE SERVEEN POSITIVE AND NEGATIVE .t.S.D.-LOAD) ItisoM SLAT SPAN RANGE 1 SIAT �'SPAN� =,NITION *7TSHA�LL SLATEFI SEETHE REV4*S'A3M OFTHE CW MCTOESOR. FEWH=ERTO VMFY THAT EXMNOSTRWTUREIS Oz{'*M TO SUPPM NAND 1y FCRCESiH POtINM PER UNITE= OF SHUTTER HEIGHTATEOTH aASISS. SEEWS SHEET FORV. S 14 VALUES Vy sloE RAI Vx n WfJ% VY v +`�'�' !�'�F''s."� 'c Ft�t�a'evaano caoE,txo� n vat«xr u,,.r�m� �7 N.44161 { at°° ; . Nautilus :. .EXPERT SHUTTER SERVICES INC. `�'"^1 1 `' {1A uRlW a' (�N^�IME��(DYgAtiana>'x - /i 1 {{ —mw. 4YpecPaRsea Irate sr�a{namt wam. S1 R. NY✓A ewc teal xw.ws. 17-2f4. W1GR M IVAL 11 fyl LL— �t11LII. �_ : Y. pR. a.:. a®wo. -art x�wwwVa!«la 3nm io>m PZ SEAL '�iCi�(tV bAtE N'PCRf ' PRESSURE 0'-41 > 4'-5' > 5'-6' > s'-T > 7,--s' > s'�i2' > 12'..-16' > 16'-20' �tas� Vx. Vy Vx YY Vx Vy" Vx Vy Vx VY VX Vy Vx Vy j Vx Vy 5 30:0 10 60 t-0 75 165 so 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 t00i 386 120 440 140 398 1$d` 823 240 1328 320 1823 400 >47-60 10 720 290, 150 794 180, 509 210 708 .270 1266 350. 1962 480,E 2553, 582 >61-50. 10 760, fit6 200 767 240. 796 280 1007 360 .'1695 480 2422 600 2547 596 >81 —105 123 270 550 263 771 31.5 1142 36$ 1372 473 2009 591 2492 638 _ — >106-120 373 ,240 728 300s 88,1 360 1345 420 1587 540 2112 640 i — — >T2Y--14d- $52 2$0 .Ssd 350, 7003 420 1$1.2 490.` 7869 _630"'2039— >t4{-760 781 320 1"t736 400' 7322� 480 1873 56d 1740 640 6LATPERFCRMANCECIIART-IIfI & ICI:(ONLYVALtDFORi/f5LIP1 SLATPERFORMANCECHARTII}A1 ST 11CI:(ONLY VALID FOR VA"SLIP) i64ADRSN WANWASII N61GMfREb4URE MTpGii.PQAXOSIUNW4pN(ICWIDIRON FDR FWiA GNF)141t'dll➢IA6D. ffNGNP11F551AtE RAiWf(pP-0M'DSNDfiER 4pDNiC0.'IDIIIONi01L 9i$N3LtTYRI31YDS101W 6♦R9PER DETILLiBFLOW W6INUTIgY$Yp08fORdi fl♦0.4PEAOEi0.1i8EtDN CHART Ito m F/ CHART I01 CHART tlH6 l CHART U01 ISC YW2AN wu GTmlrana[+PD raonT ••"tab m1ALUE vtA'NMN NGIC.♦CII@eP ltl9rtN 21alOWMABA Ion LBb ASD. $HB'6TAPCQN %L ANCHOR Z. SAT SPAN •" (n) 51I"TAPCONXLANCHOR wxAAw A�, AgTn OM B'W6BED YAK 8JS " (R) xxT �6 SPAN MX SLAT SPAN •L1DL.• bU INtWAI ... q® 1" SAT SPAN 'Lwx.• (rt) 1@PlED IBL SffNV2O1 m.. IiHA®m !NR s 6L2 M) F6mn6D W SDA2LNI1 m Adi® m aux w FIR 1 ) IONA mw mli r! AwDOa I�sQ 4 ♦�� a - W 0 6I "-times la'-io 6-t" i. SOA • B••J• 0'-T10'-W W-0' 10'-0• r-0' 'I.38A •• r-r " r-9• T-9• i'-0• I 8 16m'-a' 10'-0• 10'-O• r-S' 1•.•• Y-Y-r -r-T' . r-r r-0- 1•ID'-a' 19'-0' , r-2' 1 1SD r-1' T'-P T-Cur-0• W-0' r-0' 1•500••1 T-a• 2'-r r-T' 1.,.1'11-r IW- ta'-0' F-r 1•HOLD — T-W r-OJ;'COL — v IT-0' l0'-0' r-9• f IRM0 + T-0" T-C• T'-S' 6'-2' t• 8 1 ' SLAT PERFORMANCE CHART Ml-, IONLYVALD FOR IV SUP1 FORAGNEN6LWMUNA800ESIaNDRE99VRE RATWDNAOANOSHUII£AMOUM OONCiRDNFOR bI8TAlLARON81Am BTCRTi BM6PFR OETM i DELO W CHART IIIbi meI CHART MCI � VPYIINL[ 6®1 wa6c Ac I®DM AAa IaD IIST 1PdIN Pt91A! AYD 8D8'OTAPCOYxLANC44OR Yq, SLITS SPAN •IAwT.'. . (n) JL. WSA7'SPM2 Kiwl.• (rr)' p16tiflPh4LiGN'10 1LTIx®m da OF Sur tW 8 I - CD:1mTA4.0 A -BINf m0 IV Al0¢+®A amD-aut Wy�QY a ' .. W SmRY SV9 1Dm IONT+^ IN :%'JID m 2DA . r-4• r-a' 7--a-r-T r a. r 4' ]OLD T- T+2 ♦OA •• ♦y,Or lOA :w 6.-e. 0 5._: e�8• ._.8-5• 4._e' ._4-5� 5'-W ..._S_-A"._. 2• . �.{'.. _ d "_... 8+ 410 4'-3' 4'-d b'-Y Y-Y + 6 1 ' 60.0 ••• r-W 8'-I• 8'-1' Y-S" P 8 f 8' sn L J SLAT SPAN DERNITI0N SLAT PERFCRMANCE CHART IV; ILES6 TRAM 11S" SLIPI Fat ADNEN"a OESION LDV O taaO: SNUTISR MOUNT CONDITION INCLUDING MCICXI T EAXO FORiNSTALAiIOHS VW STCRM 8 PER OETPIL 2 OR" VIVO TA CONXLANCNOR l� 14It>4a M ASb IMO AZIX UNID WIIR w1L 5AT 'SPAN KK-SAT -SPN1 . mn.m DADA] •Lwx• R) 'Lu:N.•' Ff' ry na d W.pO. UDN, "bwo-�an x/D S'IaFai:6IH y`�I'asrtaa/wr Eye+pA wao mr¢ wA • e-s- 1i0 ••' y'-S' • AUD FOR INSTALLATION INTO WOOD FRAME STRUCTURES t +1L W#W WR La2lmI1WOKAOI�DC ASA ION 1�♦Iii W000 GRADE uAA+mA: ot�l AWL EW SAAN 'tAxA, (rq ✓a DrD aia. Ifl m mA9s'ImwDro R1N�M w. 1vbIig9 AV2n-o �io-oN +¢8 a NmO 1-� ANIREHPINE 12 G.O55) 60, ♦-5 A'-5 V-0' 2• 5 lIr WULTAS.-FlR-SOME (G'0.6) 60 W '-S CEPAE-M-9H .A 60 1'-5• Wf J S1 AT SPAN ♦TNRIMI T DETAIL 1 (ELEVATION) G mom., 1. ABOVE INDICATED MAX. SAT SPANS MAY BE USED AS LONG AS ANCHOR .SPACING SCHEDULES ON SNEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDINGSLAT. SPAR AND. A.S.D. DESIGN LOAD. T.: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE Will SPECS GIVEN ON DETAIL, AND PROYSIONS FROU,CHAFTER. 23 OF TNE'FLORIDA BUILDING CODE MINIUUM LENGTH OF WALL AT EITHER SIDE OF OPENING SMALL BE W. Ofp1}�8=RRC. I 9& Nautilus 11 " MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE A:S.D DESIGN LOAD (psfl AND SLAT SPAN RANGE WALL MOUNT & BUIL0-0UT MOUNT TO 2"X4" WOOD STUD .(SEE DETAIL 1 ON SHEET 201 WOOD GRADE "•..... so SPAN PAHM WI 6-0'-m S-6' " SOUTHERN PJNE 02 (G=0.55) s 30.0 6' 40 6" 50 6' 60 6' DOUGUS-FIR-SOM (G-0,46) s ]0.0 6" - 40 6' SPRUCE. PINE-RR-SWM c D36 s 30.0 6^ WALL MOUNT TO 2"X5' WOOD STUD WITH MINIMUM 10 PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE 4aa SLAT SPAN RANGE .. ,w+m 0q 0'b 4''>4 b 6''> 6m 8' 6m7">7'bp">or SOUTHERN PINE f2 (0=0.55) .40 - 6". S. S. 6' 6" 4.3/4" S0 6' '6' 6' 6' 4 3/4" 3. 1/2" 60 6' 6' 5 3/4- 5 1/4' 3 3/4- 3' DWGIAS-FIR-SOUTH (6=0:46) 5 30,0 6' 6" fi' 6' 6" 6'.. 40. 6' S' .. 5" 5 ve 5 7 e 41/4- SPM PINE-RR-SOUM Gm .3 >+ 300 :6" _6' 0' 6' 0- 5 1/4` BUILD -OUT MOUNT TO 2"x6'WOOD STUD WITH MINIMUM 1@" PLYWOOD '(SEE DETAIL 2 ON SHEET 20). WOOD GRADE wiaw SLAT SPAN RANGE 0'-t' > Yd " -> S,-e >:6' Y >:7'-9' > 0-14,,' uw+r. wx.r rwnr 6- m• 6' vowr 6' wmr 6" rmrt•ax• 6' 6' Tarr• 6' mn♦ •wwe• SOUTHERNPINEJ2 40 6` 6- 6' 6' 6' 6" 6" 6' S 1/4' 5 1/4r (G=0.55) 50 fi' 6" 6" 6' 6' 5 1/4' 5 1f4- 4' A, 6' 6' 6' 6' - 5 3/4' 15. 3/4' 4" 4" 9' 3'. DOUGIAS-FIR-SOUTH a 30,0 " 6" 6"� 6" 6'6" 6` 6" 6" 40 G' 6' 6' v 6'. 6" 5 5 1' 2" S 1/2" 5 1/2" {. 7 2' 4 7 2" 'PRICE Pd$-@t-SOUM C=0.36 5 ]0.0 6' 6' 6' S' 6' 6' 6" E' 6' 6" 5 1/4' 5' y H4IE.• .MAX. SPAN FOR SLAT FOR A -GIVEN AS.D. DESIGN -LOAD "SHALL UM EXCEED MAX, SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20SHEET. " v 0 oiM STORM BAR SPACING (FT) RAC 2' 2.667' 3' 15, 4' 4 5' 5' 5.5' 6 61667' 30.0 11'-0" 11'-0" T 1'-0" _. 1.1'-0" 11'-0' 11'-0" 11'-0" 11'-0" 1 V-O" i 1'-O- 35.0 11'-0" 11'-0' 11'-0' 11'-O' 11'-0'- AI'-0' 11'-0' . 11*-0" 11'-0, 11'=0" 40.0 11'-O" '11,-0- 11'-O" : 11'-0" 11'-0- 1'1'-V 11'-0" 11'-0" 11'-O" 11'-0" 45.0 11'-0" 11'-07.. - 11'-0" I1'-0" 1'1'-0" 11'-0" 11'-0" 11'-0" -11:'-.0' 11'-0" 50.0 11'-o" I'-0" U'-0, 11'-0" : I1'-0" 11,-0" 11'-0" 11'.=0" IV-O" 111-07 0.. 55.0 11'-O" 11'-0' 11'-O' '11'-O" 11'-0" I'-0" 11'-01 11,-0" 11'-O" 11"-0' 60.0 11'-0" 11'-O" 11'=0" 1 t-O" 11'-0" - 11'-0" 11'-0' 11'-0" 1 11'-0' $5.0 11'-0" 11'-0"... 11'-O' I I i-0". I VO' I I1-0" I V-0`.. - 11'-0" 111-0" 70.0 11'-0"' I'-0" 11'-0" 11'=0" IV-O" I'-0" 11'-0" I'-0" * 1.1'-0" '- 75.0 11'-O' 11'-0" ll'-O' 1:1.'-0" 11'-0" 11'-0" T.1'-0" 11'-0" • - _ 80.0 11'-0" .l V-0" 11'-0" 11'-0" 11'-0", W-0" - 11'-0" 10'-10" • - - 85.0 11'-0" 1.1'-0"" 1 Y-0" A V-0" _ I V-0,. .-.11'-0- '11'-0" 90.0 11'-O" 11'-O' - 111-0' 11'-0" 11'-0" 11'-0' - 95.0 11'-O" 11'-0" i1'-0" 11.-0 11'-0" Il'-0"- 100.0 11'-0" 111-0" 1i'-0" II'-0' 11'-0•:. .105.0.1 1 T°:-O" 111-0" 11 "-4•.. 11'-0" q 1 '_o^- 110.0 iT-: Ti'-0" 11'-0" II!-0••. 90'-10". 115.0 11 •-0" 11'-0' 11 •-0' 11 •-0" 120.0 11'-O" 11'-or 11'-0". 11'-0"- 125.0 1 1'-0" '11 "-0" 11 1-0" 10'-10" 130.0 11':-O" ll'-0" 11'-0" 135.0 1 V-O" I V-.0' 11'-0" - 140.0 11'-0' 1 V-O" 11'-0'- 145,0. 11'-0, IV-0" 10'-41." -150.0 11"-0"- 11'-0,- 155.0 11'-0, i 1'-O'. H MEASURED IN SEMEN CENTER UNES.'OF STORM _SARS IN FEET OR..FRCM TIP OF SIDE RAIL 70 CENIER`OF STORM,ZAR. i �I 1 iHiS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER 5HUTTEF, I r'.HiS REGION IS 'ONLY'VAUD FOR INSTALATIONS /jW/ 2 OR MORE STORM BARS PER SHUTTER. R '.STCRM BAR SPACING V (S) 2' 2aer J' 78' v AW IV 5.5' 8' - 8.66J' ]OA ABAA ABCO B C0 A8 "AD AOM AB,C.O A&C0. ." DDD Alikelp A.BAD A CO CO -ABCO 48,C Dl M.C.0 CO A.UAD 1eD AACID kecp ARCO Altclp BCD" B 0 "s 0 B.CD C BC ADD ABCO kscp AVID Oslo 49r D ASPIC. -ASCII) "I" CO BC 600 A CO B A C.0 CD O' B A AB.t.D "BCD ABC C 61O .B D B C.0 HOA ABCO .D' AB.tD A9Fu0 .0 AB.0 OOA B,C C AB,C.D B.CAI BC.O : AB.CA . D C BC AB.0 a" BCD A BC.D' BC BCO CO B B.G AM MO eC C CD BCD. B BC BC 9. A ]SO- B,C 'BC C 'ADC A.ECO Ble BC H A A' e0A 0 B 0 B eC C BC A A- A = Bto e D ro Aeco et &C A A A 9 e B B.DO' BC. - BC 8 A A A A -An- pdA BCO B D - B,CD ABC BC 9 A A. .p A. lOD.O tyBCA .Md�.R-- LS.AP- _.�C — eC- _ A. —A� A `A A. tm B D A C A C B A A 'A A A5 111W AI D CD' AMC A A 'A A A A 1150 BCD ABC AB A 'A :A. A A A- 12C0' A.a CD 9 S A A A A A A f20A HCPD a LC A A A. A A A .A 13" BCD. BC A C A A' A. A A 'A. A tM4 B 0 BC' ABC A A- -A A' A A 1AC0 BCD. BC. B A •A A A A A IMUI AB0.0 BC AB A A A 'A A A - 160A A A - - RSO C B A _A A A A — — 1l BC a.A A ,A. .A:.. A .... — —. A 3/e!. ckwN'STEEL xvK eOET Tz RPANSKIN ANCHCR :W/ 2 1/2' Vim E6i8EDMENf�-.&5' MIA. THICK POURED CONCPETE{rp bOQO.'pSl) B 3/8 exi 1 ' POWERS CALK -IN ANCHORS' W/ 1. 1/4 Fen: WDEDMENT* TO POURED CONCRETT (rc,= 3000 p11) a 3leo-16' MACHINE SCREWS .. C 1/4,113/4"ALL POINTS- SOUP-M , AN6101TS W/.7/8' MG, EMOGHIENT* TO POURED. 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