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HomeMy WebLinkAboutPRODUCT APPROVAL1/4/2018 N 4,11 U � k eCl`v Home Log In User Registration I Hat Topics Florida Building Code Online Submit Surcharge I Stats Is Facts I Publications ' FBC Staff I BCIS Site Map I Links I Search Ralde ;'/"• PARProduct Approval (f .A2 USER: Public User CCC3 . Pr IIIIL Imvai Menu> Product Or ADorraHnn Se Ch> Application List SCANNED BY " Search Criteria 't Lucie County Refine Search CLUE Version L# 12246 Application2017 Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Duality 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 - Applications 'fLc_ TVOe Manufacturer Validated By Status �I 1 1724t R4 Revision Expert Shutter Services, Inc. ]Ch HHenry Kampmann It, Approved Historh Category: Shutters (941) 922-3854 i Subcategory: Roll -up APprovep by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact US u 2591 Phil, Store Road, Tallahassee R 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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SECT;fgS LA) END.& INTERIOR TRAPPED470UN7kUfuJLLIONiPT'$i`rll.11'LSIOPI SCALE: I/B• . 1' 'P.G' /DALE /2' ALTERNATIVE SECTION XI -XI W1(EbCGS+ y ORIENTATION ( O ) (4%6' . 0 3'0b/2W-D' (BOBI-TB ALLOY) !rasa/Y'r0'-8`(606E-T6 ALLOY) ANT. -AISLE u'. SIDE. 'W/) 3/4-9 "Alum. A ME St. S W/ T2) 3/E-9 TNRU BOLTS To 41ULLHDN & (1) TMW DOLTS TO uUEION 0 & (2) 3/4•a XMK SOlt TF. EXP ION 3/4'P K !K COLT TZ EXPANSION ANCHOR W/ B• iEu.. MEOUEAR To ANCHOR w/ e' W. EaemNENT To POURED CONCRETE (Ty. TOP & POURED =14CREIE (TAP. TOP & govTw) BOTTOM) (END MULLION ONLY) ANTERIOR MULLION ONLY) ALTERNATIVES SECTION XI -XI WI CG'�Al (W/ CRIE14TATION. 9. 1) Wr. E:D. I"{SEE SCNiDUtE 0/8 ors R/8 or i R'/8 x ® x S Rrl, iCPjEDitDu)I R i 0 uIx W '°ID1 UIn. E.O. $ FVP4£ r_JSEE SCHEDULE .9EE SCHEFULE or or Xt (4'z8' INTERIDR MULLION ONLY W/ OMENTATION 9 2) IR A� D Yt�OUtE jtH ({} A(it sEE sEH u j1. 1 Ili--1 }tea—I--a"-«I,1 ALTERNATIVE SECTION M-X1 W/ 0 W BOOR TO CENNG !TRAPPED M W,yiiNG,�_RIULUONS,(G�;,O�i„J,. SECTIONS VJ-i (4-%T INTMOR AND END Mui1:D!) ONLY;. i• " N:�Yzl � Q END & INTERIOR TRAPPELT PLOUNNP IULl.kJQN ILLS ALLATIO' ^ [� x A� ADPLIGABLE TO A LIWlITE0 V) AD, PAi Llh IN S PAN An'i, Z7L] -4 F ,C ,C 1NS T �,,L A'f 10NS staE: x/o 1 P I'--JJ7STEDr • SIDE RAIL)VO AND BOX NOTE �r•F 61 SHOWN i ) CLARITY ^a.E g)(RXF7vW) hti,.P(= a WOMA)'IRAPKD ND XU WAVAM ST'R]G➢ U TO fR Ea/A'IRMN GAS A U h It DO SMIET . 'VIM 9.x[N'. AID SPAY ]SDOR& 0, _ E l - R60DDJy R91 CaRfP.OJL JPPUG»" WUH tm IY WX" QN11al W . PffWa'�. SE SCfmm jl a p fW 4w&m wam E U - KSOWA RA CCaviP.CJL APkUIM IJ/ tg W -147CWU Asa DL4R#i-{PCs K Wra W-O' UA[9P7N WILON sp W: SEE SDRDLgFS j1 m 12 RR IOIiXnYlA S)Stt. .. - WJYEAUAL IPPIYI,fIDH EDP 1420 p.i. Q.U9 A511 'DED;N a Sli_ WVA r-v =w Uu110H VACla SE snuaa¢ It a 12 SCR JDWOR SCHEDULE #1 _I'i1C ixiTg 41�(R uCN6'i m A srt (x+.'f. TM a WRWj CNTNT - ti SiroH 134 ANCOok JNY xln WC IP6-H sCREtY. ee��J/g'. PoeEY FMMMQ1 __-- -H0.T.IAQroX fat©m ¢f (RIxDW'R) NIADaa / eNcxxNlav j1• 2 In- s yr I ♦• m I/na WCx MT R m Hal�n wD NJ$-H ¢}%Y'. POKR rA100Hal 4 m E9 (EUD OR vix(R104 111 J,,; ge xonx gKf lI 0, Y, 4� ¢RRiIOR•/ O M4/IGnGI /]) tr(�''SS (O:p N J't .• J 1Ir Q Dn nC HWs-H gCRCW Dn 1/]Y PPNEQ fAsiQBRWTNKHPR 86 • NPR ON S Dtk�_Ig'J,e. YRIP Hai. DN i NIWGQ RYLLYN5(OJiRnaa SCHEDUEE }2 W sm. ��� TMro1DR9S tIH]ICR TflE a ffi (DP. TOP a RPlIOn) dYC11�[ ORJ Daxl�� L L e Q • �• 'Y sTDT i S/g•. PDww fA^!CSf I 1 ]• J 1 Cunw..rw Pena) I c.0 �I 17-2si ON. E.G. 2 1/Ep ULUON OEP01,1/6' Caol. L TUBE (TOP & BOTTOM) W/ i/4Yv?l4• tAM Btl90SK TOI EDRENS 1'0'TAPCOIM XL Wj 2 1/44./ I- DAaDA60• D VANauI 6)EEL EMREOMETIT O 24 o.c. R'ASNflt 0 26' c.c. 1/7N .%� ( l.� EDGE IT APPUCABLE, �V CONMUDUS POURED Mn I 7 ]/t' Mtn. Y.O. j T IE (r11 8, KII. Mn. 7lUCK RYiY0. ♦. n GG OR GT Q/8Vor R/8 or R-/8 � S EnmxG 9 L7 ", w/Am m I 1 112- .L MOUaTE1 SOLE i/8' . I' CAP DOGE IF PPPUi09tE 1 ]Lr M�— m. ED. 2' POURED CONCRETE X Daum B' Mfn.'TNICN' RED'0� ' Daum 1 _ 2 '-�_r4l OR Gy 2• i1 G OR© i 8 Or -T6 .t 0Y 1 ) (006, B ALLOYj Rr/87-10E EDGE IF MP�C/BLE Num. ANGLE Gt WE EDGE IF iPPLP.4BLE �..4 r11(WALL MOUNTED. SNOZ74, MAY BE SECTION X2-X2 W/ n OR (G 4 ALTERNATt SECTION X2-X2 Vdl OR G \1 ALSO !NSTALSECTION EO TR' ON' MOUNTED END & INTERIOR MULLION)` PER SE?:TION R'-R` ON 51fEE'+ eJ .(END &INTERIOR MULLION? ( ALsafNTATIQ ) (W/ ORIENTAMN 12) (4"z6" or CAB") POURED CONE (1'rm 3 GGI' 8' Mfi: THICK 1 1/2 41 1/2 Y0.062 XCONT. ALUM. (6 ■4 Or 8 0 ) ANGLE W/ 1/4•093/4' BW EUILOE% TEN SCRMS G 24" ox. TO TUED: Z SIDE RAIL®NOT SNOVM f0R CLARITY -IO•(E0G1 �6 AL01) Atm. FxtE (2) 3/4'c TIAU SOLM TO MULUOM MM< bOL1 I TI : - 4^ .. Eu6EDYEMi 10 000M cmK tft 'OF . S ; ). Aa 1416 1 e �> � � � j-y(y ufflus G � f G — ji5"L{". / � I sw :cam+ o . < car. v ....r EXPc ) JHU((FR ^VICES iNC. r___ G�x `V1{YYr"��lk''ill `C�./D �,. � r �nnr •• .Iv, fFE aH 3i" L31P, I �*i T �'4. R N Ge li^2i4i n U�S�IIr�I .�-.Yml ✓FS.t...hr+.c�Kr ia� I.NM6Y£' rs m 'en-nx — -- Y wun�_ Arz1111MN P.E. u�CJOMA1tt' tE/DNiEiAW+ix CDMIN .YQS POURED-/ CONCRETE (Cc - 3 id W.) V win. TMCKKSS RECD. 3 or 3 or 6 /8 4 3 0 24' <.4. O or 3 or /8 o.e. EDGE Ir APPLICABLE ] I17 Wh E M r, POURED (1'c - 3 6, Min. 1 REO'D. u L �ORO .�.�._� ._7 A4'rl/4' ELSE _s APKIGEtPJ (scat-Te ALLOY) EA. SICE ALTERNATIVE SECTION )(2-X2 W! CGS OR (INTERIOR MULLIONI ,(_Wj ORIENTATION A �) (4'W Gr 4.6") MOUNTEO PER SECTION R'-R' ON SHEET &) 1 1/2'z1 t/2'4,O62`YCONT. ALUM ANGLE 8/ 1/4'013/4' 11W BURCEX TER SCRVVS 0 24' a.c. TO TLeE. MY. WIVMV) ] 1I V, b 6'(w6l-T6 A LOr) HmANGLE2' [O�EQiEA vnr W {) 1/2'e hfBOLTS TO MVVONIfN.P Km BOLT 12 EXPA.S'ON MCHOR 3 1/4 W... DtaEOMEM TO POURED CONCRETE bAt. t7ll` ilF, s a01TGM). EDGi ,f AiiJG0z1{= lA'ALL MOUNTING : MULLIONS OUR LED U,,rG; OR„LG?V, PNCS2EE VIA!!" SECTION VI-2 j y ('TEND & IN'F ERIOR VVALL i QUN (ED PiiL_I'O g INS J"UATON i APPLICABLE TOA UMITED LOAD, M:)LLION SPAN AND MAL N SPACING INS T ALLATICPIS' SCALE] 1/a' . 1' - EDGE. If APPUCA11M T' - _ ]. 1/2' MP. EA, l POURED CONCRETE I �( 6 " 3 4M Min.) 6 O Min. THICKNESS OW REO'D. ] 1/2' Not E.D. ,)_--^ y 4'R4y1/4' (6061-T6 ALLOY) T ANGLE Et VICE. EDGE if APPU^JBLEI ALTERNATIVE SECTION X2-X2 W/ G (END & INTERIOR MULLIONS) tY)/ ORI_NTATON 8 1) (8'X4) OSEE MAXIMUM©(INTERIOR.) & (a (END & INTERIOR) WA',L. MOUNTED MULLIONS SPAN COAERED BY SCHEDULE 20' FOR INSTALLATION CASES V & 11' ON SHEET 25 (UMf�1_0 LOAD. MULLION SPACING AND SPAN INSTALLATION): INSTAUNIUI CAsE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 ps.f. MAXIMUM AS.O. DESIGN PRESSURE i RATING, 12'-0' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE AY/ MLTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS 1NS7AUATION CASE TE' COMMERCIAL APPLICATION FOR 3100.0 p.s.T. MAXIMUM hS.O. DESIGN ➢RESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VAUD, FOR CONNECTION 70 CONCRETE W/ HILTI WO KWIK DOLT TZ ANCHORS. RAIL@D NOT SHOWN FOR CLARITY ;n.r. OGGE Pm AKO 1'akc� � Ilv�:arse Y✓,ej m.timc38enMerS,nmc1 I sA; :el,; Lin.. EZ VA (7) 3/4'0 KWW MET EiPM90N k Mp TO MOWON _J(OrtIIWATON Ff k 02). Mn. E.D.— r-9' Min ED. � C�C3a4•19 $=' uml n !M9011 H D CONCRETE d Cfc . ''... 8' Wn, IMCK RED'G. p L ¢ 1 d II 8 A C.A95 II 8f op z G2 c e a �H � fXIFR�R T-7 o' 5 — _-_ � PoVFFL'C0.4GP:TE Mint. � 1. 8' urn. TrfKK kCO D. �J/�/'1 ]/%�/]/�f/hIIJ/J. /��/• EDGE W SUB l 1 d t 1 R AnRICABtE 1; ?EDGE.6c suB F l.'PUME fOP (2 3/4'e KWWX BOLI TL E MSION EX__ ANCH,Xi 0 WMER:OP MULU (OfiE+.RATpN 12). E.O.----pl.. ffR (t S/6m dWH( 60I,iH.�AN ANCMO 0 END LULLO 4V EdtP I CC(a4RATAh^i Ft L f]). r`LO\ift IQl'.eiLir:G!TAAPPcO_Ra7UNii+.G;MtlLUCna L 1 SECTION. W-3 ENO G INTERIOR TRAPPER NIOUNTE;? MULLIOr, i`dSTALLr,TtO"i ' So.i T. IW. I' — •� h TEND MULL10N ONY) u SECTION X343 W( a�J JEND MULLION ONLY (WI ORIENTATION B 1) (A4'Y (E061-TV ALLOT) SIDE W/ x) 3/4'Q MUItAN F & BOLT 1L TV E1/D[OFNT TO i0 iC (ryP. TOP h 6<A_' Nautilus �S1m5 ewsc$ EEO. r`iL t\' d Ex Ln S\ 1i(EI ' Ij 1" 44 1 :Y't4\1OFfnSX¢t v li tlb P.E� $EN./ IURE/DATE J� I,1 III_ COX OF SUB I SEE SCti'. IF JAPNGHE-I CLASS CASS - z++ S E= 0./8 m Kn: E.O. SCHEOULE of/8 ALTERNATIVE SECTION X343 W/ �G� i ORIiNTATION �) (2.0- INTERIOR MULUON ONLY) • SIOE RAIL - AND BOX NOT SHOWN FOR CLARITY. � T VTALE D_�StAB 5 RPTK'AIEI A 1?4M1MAELE Min. ED. Min. E.D. LSEE SCHCDOLE JI EEE SCHEDULE BI) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G,` SECTION W-3 61 TO A KaC V., - ,' r' N0.44167 'SEE MAXIMUM Q (INTEPoOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BYSCHEDULEib' FOR INSTALLATION CASES I, In @ A ON SHEET 25. (LIMITED -LOAD, MULLION SPACING AND SPAN INSTALLATION): WA11ADCN-0SEI RESDENPAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.T. MAXIMUM ASD. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. UbTNIATCN. CASE In - RESIDENTIAL AND COMMERCIAL APPLICATION W/ 360.8 p.s•f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, V-0" MAXIMUM MULLION SPACING. SEE'SCHEDULE #1 FOR ADDITIONAL SPECS. INSWATIW C0.5E R - COMMERCIAL APPLICATION FOR 1100.0 p.s.f, MAXIMUM A.SM.. DESIGN PRESSURE RATING, '8'-0' MAYJMUM MULLION SPACING..SEE. SCHEDULE @1 INSTALLATION "CASES MIN, SLAB THICKNESS M'CNOR.TYPE 3 SIZE NIN. ANCHOR Vft EDGE DISTANCE FOR REWO (rip. TOP & BOTTOM) ENBEDNEHI AIRHDR 3/8'0 HKR.I=C KS-H i 4- SCREW. 3/8'A PM -ER FASTENER / . 2= 2 S I /2. WEDGE- BOLT ANCHOR [• A. 1/2-0 WLTI. RAC MMK 2 I/2- 5 1/2- BOLT TZ a 8' TI WC ftU 1/ 3 1/4- T 1/2- T R om, RttM r EWE R /.PPt1U8tE j'YUUILIDN DEPDN l S' Cont. AL TUBE (TOP d:-BOTTan W/ t14'oi3/c' Im DVAUX'TEK SCREWS i18/16.0 TAPCONS XL Wf 2 1/4" W/ ,' O.D.0.90' 4LLYXf3 Pa M'"•"EuBEDucm 0,24 6c. Wgcgep 0 2CMIN S1£3Y 7 3/4. Mh/LO Em +--j. EWE ITAPPLIG^aE� n=fit T----- ,. 1 T 3/4' mh ED. l G2 2' 4F CONTINUOUS POURED ]' G9tdCR7E (fc = 3 Id krt) B' AEn. THi}S FEO'o, ♦ POURED ODNCRETE RRn.) I! {Pc 3 8° kin. THtCRREO'0. 41 DiIF1O0R 1 ENO CRP 1111 7 3/4• NOTCH WEB um. E9. TOP /BOTT01d) ` E9.E9.. j 2 -----+ � ) dII•utn. ED. * . ALLOp aNC:E"EA. SGE k S,t 3& e e '. [xstw D(WALLAOUNTD SHOINAI, MAYBE ALSO INSTALLED TRAPPED MOUNTED --• ff MGLMPSLE✓ ... 7 Off' I PER SECTION -0'-Q' ON SHEET 8.) EWE 2 o G �+ SECTION X4•X4 W/ _ 2. (W/ ORIENTATION # 2) Q /8 ' s# t%I'D ��• Ann, EO '; , Lt I/2',st /2. YO0.3/4' u SIDE BAILOR NOT SHOWN FOR CLARITY 7 3/, - ANGLE / t% /S• ITW UILDEK a �sNIE.U. \ -, TEK SCRElYS 6 2<• o.<. TO'. TUBE. 24' TO TUBE. )• CONTMOUS t0' .PO ONCRVE fc a 3 K If.) I 8, orn7CK REO'6 ) T X X On. ,m/wnauJ' 1 1/2' (m:.�W/BCOO+l 7 3/4 TII,/jj:✓� ED TO. CA6 w�(73 �4 C'' Ru e'S�.TS Omu N:iN �CE - •�`;\\ —•-1 !4 m t SolIT EXPr .:'D. r NOR r.4`��P ♦+ ♦AoCiis�' PLOa DA 80=X CODE (No. Eqn Y o.Ei „S IF F 1. JB:E ,G .^ n+C s+r NI41. (m iQ h 89TTG4)�"'SS,(37 ♦ { r i [�^ ,(�T • * ps 'yp »r. `.HALL htQL"TING ffIJLLtON i�a AOL'R DCO\GkeTE WP_L ` 3k�` M, C tI/ F Gc � r�y. P.wuagsnvueas-se.cn ♦ ��L. Ike �+U 4JwvF♦ < I /.,.:r R $Et'iTI('/N 1%i4 '�Of.t'/'�DI��V �.9xY s�t+'ti:u: 1 \t♦ ..i zN ", ltiG�"L3 17 END & INTERIOR WALL MOUNTED MULLION iNSTALUO ION E�QATE M1OTmA w' / ee16�" biQ1 13 YA. EDGE 5 4 318' !B u) 4 t0 3 6W BtAa00t 1 SCREMS OA80' G4LWN4W bTEEL END w W/ALL MOUNTED SHOWN, MAY E ALSO INSTALLED TRAPPED MOUNTED PER SECTION O'-O' ON SHEET a.) D fGWR 1 1/2-m1 I/2"A0A62"AC0NT ANGLE w/ 1/4-0.3/4- ENI TEK SCREWS 0 24' oz. TO X 316' 3JB'c XNAK� 60LT TI EXPANSION ANCHOR. MIN. EA. �'. 'F/ 2' b�.'ENBEDNFNT'TD aouNm CO/<CRETL WAU. Ltt? TOP N BOTTOM). FIXGE 6 /PP(P'JblE CONTUA US PDIP&D l- CGNCRES (h. • 3 w MR) B" is.. T C mtz REDO WALL MOUNTING: MULLION. POURED CCNCRETE WALL SECTION'Af-I Q INTERIOR WALL MOUNTED Wi I ION NSTALLAWN i APPLICABLE TO A LIMITED LGA_D, NIN LION SPAN AND In ILUON' SPACif g_NSTALIATIGNS SU4E: I/@' - I' -EWE IF APPUCABLEI 4 41V CONTINUOUS POURED OlooRm I& - 3 w 8' lLn, TFOOOZ S LaEOD. 06GR. a 3/6' ME V APPUG r_ SECTION X4-X4 W! �3 NTERIOR MULLI Al ORIENTATION (2 x7') V SEE MA7UMUM Q (IN EMOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & Ii ON SHEET 25 (UNITED LOAD, MULLION SPACING AND SPAN. INSTALLATION): INSINUATION CASE r RESIDENTIAL AWE) COMMERCIAL APPLICATIONSWITH t:60,8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-D' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILn INC HUS-H OR POWER FASTENERS WEDGE-SOLT ANCHORS. INSTAUATION:CASE IP - COMMERCIAL APPLICATION FOR t10O.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXI SUM MULLION SPACING. VAUD .FOR CONNECTION TO, CONCRETE W/ HILTI INC KWIK BOU TZ ANCHORS. j�kP a1t/4eSS'IID_E RAIL CO)NOT SHOWN FOR CLARITY JGENSg'1��•�1 • t 'Stirs _ P!o 44167 :,DI-0LA E"NLU6kO CODE (NYI SpM:J W:f(KCnO POfn`} t I T"7171E C DW \ t a�1.T��A 14 r 1 PvtMv STn n t I AA'uL--q�q aN r..e<� r, pit as ,• I e .t,a o ; uI,TTPf F^ L^� 44�PtrR -za' {+ t\b \ii X M M% S'71'i v.. ♦.'NL YI 1 FLd. 4 3tHM ai icr. p _ M1aq "s _i STEP1: OBTAIN JOB SITE'SAS.D. DESIGN PRESSURE RATING(P.s.0 FOR THE OPENING AND DESIRED SLAT SPAN'L' IN TO PROTECT IT (SEE GENERAL NOTE 82. SHEET I} STEP2 ENTERTO CHARTS (Ia. lb & lb THRU IC ONSKEE715 TO DETERMINE, BASED ON AN ireSLAT SLIP(IP), ANCHOR TYPE AT BIDE RA3.S:A.S.D. DESIGN PRESSURE RATING A.i.); THE REQUIRED MAX SLAT- SPAN 'L'ft. THE FOLLOWING INFORMATION IS PROVIDEDAT CHARTS I THRU IC TOPROCEEO'MTH PRODUCTINSTALLATION VERIFICATION: • ENTERASD. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE. INCLUDING ANCHOR.TYPE.THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED; LW: IE'ME MAXIMUM ALLOWABLE SLAT SPAN FOR WHICHA GNEN ire SLAT SUP MAY BE USED, FOR A GIVEN ASID. DESIGN PRESSURE RATING. • MINIMUM REQUIRED. SEPARATION TO GLASS IS PRONGED ON CHARTlc: PROVIDES SEPARATION TO GLASS FOR PRODUCTS IV/O OR W/STORM BARS (SEE STEP4), TEP4: IF PRODUCT INSTALLATION INCLUDED STORM BARS, MULLIO-15 OR STORM BARS& MUI UOMS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURESAREAPPUCABLE. PROCEDURE 4a IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART 10. ON SHEET 16. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2 ENTER TABLE 1 ON SHEET22 W/AGO DESIGN LOAD: STORM EAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN DIEIGHT), 3. ENTER TABLES 2 OR 3ON SHEET 23. WITH AS,D. DESIGN PRESSURE RA RICAND STORM BAR SPACINGAND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS ATANCHORS TYPE LEGEND FOR VARIOUS' ANCHOR TYPES COVERING PERMANENT IANCHORSA & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & ACHOICE OF 2 OR 4ANCHORS PER CONNECTION DEPENDING ON LOADAND STORM BAR SPACING. PROCEDURE 4 ; IF MULLIONS ARE USED BUT WO STORM BARS 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL BE BASED ON CHART lc ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATSTO GLASS. 2 ENTER SCHEDULES is THRU 2c ON SHEETS 24.25&20 W/ A.S.D. DESIGN LOAD; MAXIMUM MULUON SPACING (MAX., 12; IT OR 7). AND DETERMINE MAXIMUM SPAN SPAN'NEIOHT) VFALLOWAB.E INTERPOLATION IN BETWEEN SPACINGS FORAGNBJ IG , 8 MULLION TYPE& MULLION ORIENTATION. 3. SEE SHEETS 10;10A 11, IIA. 12, 12A, 13 &'13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & 80TTOM FOR CONCRETE FOR AGNEN�MVLLON LTYPE (R TO CEIING(>�fW,Q%QllV ,, MOUNTINGS OF MULLIONS. INTO PROCEDURE 40: IF BOTH STORM BARS A VULLIONSARE USED 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIOtti9 ARE USED SHALL BE EASED ON CHART Ic, ON SHEET 15, IT SHALL BE MEASURED FROM RACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEFT 22 WTA.SD. DESIGN LOAD AND STORM BAR SPACING AND CEIERMINE MAXIMUM STORM BAR SPANTHEIChM. 3. ENTER TABLES 2.GR3 ON SHEET 23, WITH A.S.U. DESIGN PRESSURE RATII,- AND STORM RAR SPACING AND DETERMINEAPP11MLE OPP.ONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOP, VARIOUS ANCHOR' TYPES COVERING FERVAHENT(ANC40RF A & O) OR REMOVABLE. WNCHORS B & C) PISTAiI_ATIONS S A CHOICE OF 2OR 4ANCHOR$PER CONNECTION DEPENDING ON LOAD ANO STOPJ4 BAR SPACING 4: ENTER SCHEDULES IaTHRU 2CON SHEETS24.25 & 20 W/ A.SD. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., IV, V OR T). AND DETERMINE I.'AXIMUM MULUG`d SPAN IHEIGHT) WIALLOWABLE INTERPOLATION IN EETWEEN SPACINGS FOR A GIVEN I, S e Q 6 S ), MULLION TYPE & MULUON ORIENTATION 5. SEE SHEETS 10. 10A 11. 1IA. t2, tiq 13 &'IM FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING PEG) RWALL MOUNTINGS OFMUlUONS INTO CONGiETE FORA GNEN MULUON TYPE (J,4 8' ). PROCEDURE PER STEPS 1 17-245 SLAT PERFORMANCE CHARTS Ia. II). TV & IO: (ONLY VALID FOR 1/2" SUP) FOR AGNEN AS.D. DESIGN PRESSURE RATING(p.B.Q. PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS IIPOR I O - ern0ee necc - CHART Ia CHART III CHART Ib' CHART IC 115E f �w-ivr]�eacmrs�snne-Nri.BT&+m: xsp. cam U" 6WI" wr„a ;SL'uiJ War 3/8'0 KYVIK BOLT 3 ANCHOR I POURER CONCRETE. 5/16'o TAPCON XL ANCHOR 6L6°g TAPCONXLANCHOR rH c6aur rum ccu c9nnuTt aa6. W Ip9ALR ca+cRn[ It1%. DESIGC17 I.IA1L SLAT .•• 'Lwx* (FI) •..:••••: T ••••• 'LLLIX' (F) ,••••.• �._...a lNK: SLAT SPAti " lim.' UT) —••••^•, RzTtm YJ' L 5E.7ARQION TD GLASS NOUSURFD TO HACK OF SLAT tin) i RA1W0 (PAR Y[170 7a wtu t 16 69BC t u�90T 9i t wwrt i/® S 401®� u0U61 !a INO f 401w1 m w..n # ( 4�$iUM �yy^^ t,II 69rpTt ew'9-Prt�ca wort tV�y = IAK6 t :b:t rgnT vTO t mu9m u4&T Ir21F.S t eOtA-4ur t�$yt(1 ¢p(�' el mkt T -Ra Fi,= * W/O SIM 1 WS CNp4 AK' S 133 0RN W4 MA4 '30,11 20'-ff 15-f_ ffi-0' 2W-0'. 201-0' 15'-e" +20'-0' IW-0 20'-0' S5--e 16-0" /5'-6' 1' '14 1 2- B" Y S" 20'-0- tY-9 20'-0' 18'-0' 20'-0' IT-1), 19'-0' 15-5- 20'-0' lv_T 16'-3' W-0' � - 1' 'fa I S' T 40A 20'-V 15'-2' 19'-7* 16_6' _ 20'-0" i4,_5 17'-A" W-10' t8'-11' W-5' i4-10' 12'-9' 1' T 45A -50A 20'-T -20 - I5'-0' li'-f 0' 10'-0' 18'-9' 15'-3: u'-2` 2P-O' 'i9=Y 14'-2' 1)`-1• _ W'-0' • 14-I0". fY_r t2'-t0'>`6 �1. -7,- W-2' -13'-1' 1Y-8-� 12'-8'-• W-V LL I{_-0'_ 1' �1" ij-le le i' - 2' 6- � 6' 7" Y . 55A 20'-0' 14 6' f5' r 1J'-A' 171.9- W-4' W-11' 12_-I* W-0' @'-I' IT-O' 10'-0' i• 14 12' B' T Op.O 19-V Id'-9' W-9" 12'-7' 15'-9' It'-0_'-_ ii iC-S N'2' tt'-8' ?f-4' �W-10-10' 10'-y0' 1' µ1''_ 14 1 Y �_. 6' _..._.__. T _....__. 6S0 15'-A' 12'-1i' 1J'-11' W-11" /Y-9' W-0 1Y,_S 10'-Ii° lS-r f4'-O' 9FS''� N' 1. T 70A IDA 1T-4' t2'-t' It'->' _G-J_ !2'-0' (:'-a' ,._.- t0'-10' 15'-0' _.._..._.._�._._ I!-T W-6' f0_'--0' 11'-f0•- ___ tY-l_ 10:_4• _...._........ 0'-IY 12•_9• _ _. ____ a2'-0' :0' 10'_0' �4=io' ___. _. 9'-:O' r)12' _._... _ B- _.)-_... 7- 80.0 W-B• JS-9' 11'-O' @'-0' 1p'-5^. 13'-T 2'-5 -ip'-10' i'-P— ----- 13, 6- 7- 5.0. IT-61 S`710' :0_�t'1212'.-.¢ _6-J' 9'-3' _ _ 9-01 ..........E-1, _ _ _ �.. 115A 1]'-5' 9'-6' 10-9• T-4^ •-0• 2'-e �9'-0' iJ'-4'. ¢'-5" 8'-6' >'-H' P IY a2' S' 100.0 W-9" 9•-4' Id-5• H'-I^ l:'-e' 9'-A' 9'-5' 8•_4•.^ ip'-0' B'-4' 9•-J'_ 7•-6• t• 11'_^ 5• 7• 1050 12'-T w o- tv-7 8'-9- 11'-31 B-0• 9 T 8-22' 9'-E- _ W-0' W-0 >'_4• YA11/2' 6' T 110A _ 1110 It'->' 11'-P E'-B" B'-5' '-9- 9'-6.B'-4" 8'--e"-_- _ 1p`-11')'-i0" 10'-Y _ _7.._B_._._9'-0_.)T_8 _ 8t¢' _ -Y_tl' V_....s.,Q _ 9'-3' ..,'I-B�_..>�._r_0�-..'. Y-10'� _ ]9' Y-3' 1'T 1'120A p' )" 10' 8'-1' 9'-3' __ 8_ __ Ip'-3' ___��.�._..__ T-Y 8'-S' >'-G 0' 1t T-5' T-5' ¢'40' Y" 6_ 7' 125A 1J0.0 10'-2' 9'-f0' 7'-9' T-e' W-O' _._.�_.,. B'-9' T-11• _____.... >'-9' 10'-0' _._._�._ 9'-9' Y-Z' -..r.._._._ 1�-0' 8'-2' .. -8'-D° _ J'-P ___._ J=2` _.�..�_,.._ S'-8' _._._- B_-Y 7-Y,_., Y-0' _ T-D_... J"-T _ .�..-8�.._ 8'-6' �_I._._. i' _- ii:.. I01 2' .6; _. ¢" 7' ...Y..._ 71 - 1]50 7- f40.0 8'-4' 7_ 14" 8'-10' - V-2.. 71-3' b'-10't0'� am ... 8�-8-8 _ _ 1D 0• 7 ISSA 8'-3' _ 7'-10' T-0' 6'-J _ �� _ -- �77.1- - 1• 10— 6' 71 6'-t0- .8'_0• _. T_1' _ 7.-6. - __._. �_.._ t MGM 1. ABOVE INDMATED MAX.. SUT SPANS AIAY BE USEO AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS V S IS INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE-CORP.ESPONDINO SLAT SPAN AND AB.D. OEM PRESSURE WWII. 2. RECURFS TOE R41.S FASTENED TO EY.1S:ItkC SfMJC1URE W11P 3/E a MA'K BOLT 3 A!zWCR OR 'IS', TAPCAi - XL R.: *CR. ^+' PWRED C>.'NCfiETE .P OROU1 MUD CEIA BLOCK. CR I,"% TEN SCREWS AT MUWu'`-U-N'CCrVl.'"M FC7f 6'KL ii0:rV7[D. 3Wrm uu-SIEB, A.0 SUW-OW 44UM1iE0. 3. MAXIMUV SIAX SPANS FOR IMERMEVATE LOADS Nd>Y BE fl ItRIAINED BY JNNE INTERPOLA OI! BLrkU.A END VALUE& T1j,4T uC MAX. ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE.. WF318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING &.SLAT SPAN RANGE t WALL MOUNT SLAT t HQIE: SPAN— MAX. SLAT SPAN FOR A �� GIVEN P.S.D. DESIGN PRESSURE RASING SHALL $ EXCEED MAX.. SLAT SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15.RAW 9. BU1LD-OUT MOUNT -�• •���4�aT_•«�_ SLAT SPAN RANGE - M 0'-Y T -- >7V-V 1 �s, �•�-"` ?_ 5 6 i > 8 > t > Y 9 1 > 9 12't > 12 16 1 � -> 1G-2_C t _ _I TP+ ,l, _ �E `�.. _fix ._F� �_ 1 �9 'k - ,� "•, �.) C \ _ �,t5 lEi 4J I I S 7 3/i"'tF�]' T 5 5/81 9" 9. 9' S 9 9' 9' 9' S' 9' 9' e' 9' 9_ 7' ]' e'a 5/8' S 5/8' 5 6/8 _ _9'_9^ _9'_ 7 1/2,2.. g'w. 5 5(8 S SJB S 51d 5 5/8' S SJB' - >b+-66 9' 9. 2' 9'. 9' 9' 0' g' 9' 9' 9' 9 9 7' 5 5/8 5 618 5 5/8 M>et-tm �9. 9` g` --9- 9' 9'- 9' - 8" --9" . - e _ 8' 6 f 2 6.3/A 6 J/+" 9 5/8 5 5/d 5 5/8 5 5/8 >1D 120 9' S. 9' 9' 9" r 9' 9" 8" 8' 8" 6 1/2 6' 6' S 5/8 5 5/8 5 5/8 - - _ >ta-u0 9' 9' 9' 9` 9` 7 1/2 a' 5' 6 _t 2 8' 8' 6" 5 5/8" 5 5/8'- >U1-tg0 3' 9' 9' �8•'y, 8' 6' T 7.,K..... 5 5�� J/4' 6 3/4`- ,,t�Ep tntt,ti/ ftCRA 31NL➢M: CCO !Yc> FC4'� Y<I>: `.Y IWr:wv�lcre)I s `• t'�— 4 xn m•rm q aud ps -ro ,`..-_"'-.�..._."""_ _ � 9 C � F � + 9c \ � _ •c'�) Xu i:ng.eure> Syrlan, I— �', d`c�%jam � � u rz. » x 1 "Z'tn'.c 5 ': �XPC T HJ�TT .ri Y(•.ES i _t;'pS: ORIDP ti:,p tiis�,��+. mN s, a 4 n=c �. >••a. _nz�yx;w-. ^1�$1,-•.•�• Ala t+ w-os:;n ..en. m>:,....;....z i.,.-ms WTC ntt.0 uc 1 util s+¢] to v xz 0�1 SLAT SPAN PN10E R�M� 0'd' f 2 > T-D' f > 9'-+2' f > 12'-16' }' > 18'-20' 2 1-10 9' >at-a6 9' 0'� 9' 7' 5 SJO• S. S. 8' 5 5/8" _ _ 5 5/e' >e+-f05 9' 9• 9' 9' 6 t/2' _ S 5/e' _ _9' SPPNRANCE.._e,..»...,.-s...-........-,.."....n...-,.«...-.•1 o'-a' t > a'-s• t > s•-s• t > e'-x t > r-e' t > 6'-+2• t > t2'-+e' t > +s'-2o' i 7 i/2' _ A4p SLAT SPAN DANCE Omw � 0'-4't > 4'-51i > 5'-e'1 > 6'-7'1 > 7,-9'Y > 9'-12'1 > 17-16'i > 18'-20'1 s 30.o S' a. 8' 8' _-8" 8' 7-1/2'� 5-1/2'••_• >31-40 8" 8' 8' 8' 8• 6. {' >41-00 8' a. 6' 8' 8' 6' 3 3/4- >et-60 8" e` 8' 8° _ - T 4 1/2- _4" :3 3 4" - >61-f0.4 8• 8' 8' 6 1/2' S=_ 3. 3/4° 3 >im-120 8' 8' 8• 5 1/2' 4 f/2' 3 3!4' --- - _ @1-tw G. 7 1/2- 8' 4 1/2- 4° 3 374' -- -- >141-160 8" I 6' S' 4" 4" TRAPPED MOUNT SLAT SPAN RANGE 0'-4' t > 4'-5' T > 5'-6' 1 > e'-T t > V-9' t > 9'-12't > 12'-16' t > 16'-20' t 6. �.. 6'T� 5 i/2' 4 1/2• >41-EO 6• 6' 51 2'-_.. _--4' 4"T g• _— 6- 6- — 6• 4. 121-10 6' 6 s..--- 5 3/4" { 3 3/4 3 3/4 - >u1-169 8• fi' 5........,.«�.,3 3.i�._.•....3...3./.�......,,...•:.L . — ........ BUILD -OUT MOUNT SLAT �S0M1-1 0 t HIM MAX. SLAT. SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NQER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15, 4,56 _p SLAT SPAN RANGE ^+4 .E E E rEi. >4'-5'T I... 1� ��.� I E �1—.:�' 'J-J7 12 }61 (E-}1----• 1�r >1fi*28't -t >31-40 6 6' 6_ 6' 6• 6" 5^ _.�6c��E M6 8 5 _ 8 �� 6 6' 8'6'_ 6 6. 6 �__8E"_ 5_ 5 ti_ E" 6 b �a 6 6 1J2 l5 1/2 < 1J2 6 5 4 4 9 }/4' 4" 3 3Ja 3 7/4' 3 ]/4 3 3J4' 4 3 3/4 4' 3 3f4' 3 3/4'� >81-00 6" 6' 6" 6' 6' 6 9 _ 5 1/2. fi 6-__ 8 _ 5' 5' 4' 3 3/4' 3 3/4' 3 }/4' 3 3/j - >81-10 8 8' 8' 6' 6' 6 6 8 5 314. 4 1 4 1/2 3 3/4 3 3/4 3 3/4 3 3/4 3 3/4 ] 3/4- - >106-120 6"' 6._ 6' 8" 8" 5 7/2 'S 3/4 5 3J4 4'1 2 4 1/2 4 1/2 3 3/4 3 3J4. ] 3/4 3 3/4 121-1w 6' 8' 8 5' 5" 4 4 ]/4 4 3/4 3 3J4 1 2 4 4 1 2 3 Ve 3 3/4' 3 ,3/4 >141-164 6' S .:. I.J�..4:. IJ?. 7 3/4 �4...,._.. 4..a _y.., s..•...... 4.. } 31,4P aF�,�.t-'.: ................�e...,�._,..�..7��..._.._��_......_,._�_ �. O%I)na om MAX. ANCHOR'S SPACING SCHEDULE Vb FOR GIVEN PRODUCT MOUNTING TYPE, W/ 5fW0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL, A.S.D. DESIGN PRESSURE RATING 8 SLAT SPAN RANGE t WALL MOUNT SLAT t MAX. SLAT SPAN FOR A •--SPAN--y WEN A.S.O. DESIGN J�9PRESSDRE RATING EXCEED MAX StAT SPAN INDICATED ON SLAT PERFORCE CHANT ON '- .SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT BUILD -OUT MOUNT UAL .........�_ .. ... _ SAT SPAN RANGE •-_... _. .......e ..._ . _ .I I fPs- x E 0'-4 T T W> a 5 Y > 5 0 i' > B 7 T > 7 H 1 > 9 f2 ? I > iT t6 T > 1C 2D T Lj 6 6. 8 6 b b 6 6 � o S b fi 6 5 iG2 W-M >.>-PA 8' 6' §_ 8 6_ 6 -57/2 'S 1/2 6' —6 6 6 b _ 3 1/1 a 1JT �_ _ ]/4 >m-eo 6' 6' 6' 6 e' 5 1 2 5 1/2 5 i(2 iiJ2. S S' _ + 6• 6' 6 6- 4' 5 ' e' 6' S f/T _a 1 + 3 ]/+ S 314 _ ., 'C N�,l, ii•`" Fj=%'f''. iLOR'DA 6JitOL� LODE (Non fl" b Y Na finis .�. L D% .?-� 1 ,ice r> � � ��. � t•olJngi �-tra>Sbsdar: .-�:.,r r EX?t (27 -H. SE.,iCcS -'.0 — I 3-w n z 01 1-2aa f'jQ ''. Rlhc' 11 4e[aQoa:p, P;Wf SI. LKi. YL 3.0! rcab4 Mr pi`)S.e-a» «f-T"•--"'�-�a-I{- r•.E S p16C19niE n0xme u". J.. «iii �• '7-""'1 var to � a sLAr SPAN w�iDE usr�, RlIiQ }. > 9'-6' } > 6'-Y r > ]'-g' r > 9'-iT't > 17-16' ? > 16'-'t0' 1 abtrt9 6" 8' l 172 7" .__....._....®.e•..... SLAT SPRiwPANOE<,....-...a...�Y...,. y.....,..._..._.,....,-„�. D£4m MPf✓F �fE D'-{' T > F-S't„ > 5'-e' 1 > 6'-Y } A> T-B' } > 8'-11' } > IX-1e't > Ifi'-TO' t s 30.0 5' 6• 6' B" b" 6' 6• _ _ a3f-8o 6' 6' 6' T { if2' 4 i 2'_..._T•-_ Nc6-i20 6' 6' S 1/T' 4' i iJ2' >ut-ta0 6" 5' < 1/Y 3 J/4' ---_- >ut-ir4 fi' 5' i SCHEDULE VC; Vx FORCES (LbIFT) & 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 B_UILDIWGS_ (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGAWL A.S.D. LOAD) LuxlMura SLAT SPANDESIGN A.S.G. PRESSURE 0'-4' ��_ > 4'-5' _..�_�� > 5-6, > 6'-7' ......... > 7'-9' .•,,...... a > 9 -12' > 12'-16 r > 16'-20' RATING (asr) Vx Vy Vx -- Vy Vx Vy Vx --- Vy Vx Vy V_x Vy Vx vy Vx �Vy 5 30.0 10 60 10 75 16590 238 705 421 135 594~ �180'} 999 .y r240 1390 300 >31-40 10 '50 10 100 386 120 440 140 398 180 823 240 1328 320. 1823 400 >41-60 10 120 290 150 794 180 509 210 270 1.266 360 1962 2553 582 >61-80 10 160 616 ' 200 767 240 796 280 _708 1007 360 1S95 480 2422 _480 600 2547 596 >87-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >70fi-t20 313 240 728 300 1 881_1 360 1 1345 1 420 1587 540 2112 1 640 - - -_ >921-140 552 280 960 350 1003 420 1612 490 1869 -630 2039 635 - - -I - >141—I60 781 320 1186 400 1322 480 7873 560 1740 640- - $ _ _t ��A Sur *,ATE: "_" SLAT SPAN DEFINITION R bT o )ERTOV ;ZFYTHTYCFII .GSi=TLTir R'0.Wi N W OER TO YF,tFY TFL1I EAaiR:G SIF3GTLQ`E b TG SOPPC Hi.75 Fc'H FFN0SW0T UNIT RHElGgNATMTR . AN2W5 SeEMNEiT'FORNt81yYAtt& Vy SLOE RAi VX •A... . Vy, '�1� _,-.--.-,a-.---•- 0 u ING ;vim, W. 44167 Aa1ZA>fPIE U ItisgA"ya!rz, Q�r EXPERT S" TIER SERVICES 1H1:, --yt'rC musu,r...u-"e.v+' �.vttwp'• t \�°,t 6 t AIL .:.: `:'2 nm�,..,>.. s.,. aa+s: sz^ vwv Lux. a wsu 17-2"i Mr P.L.SEN,-t iTIiA1. /LUTE G*"Y / —, Sxai fv rcs SIAT PERFORMANCE CHART Ib1 & ICI: JONLYVALID FOR ITC SLIP) SLATPERFORMANCECHARTIIbl & IICI:: MKY VALID FOR IW SLIP) iDRApNENµ+DNLyA5g0EatGA PREEBURF. FATMCpraANOSMNiERbDIMTCOHDRIONPOR iG+AGNfN H+WAIR+A8D. �4gNPAESSIAiE AATWO(p.aRANDSNU11ElI H011NiDOtffi1tGNi0A M3TAI.LtIFY+B \NOSTO@if4RSPFA OETA6ddYWLN WSTALTADONSYAOBTOPMBMSPFA OEfAIt28EtDN CHART Ibl ° CHART le cHaarIIbl USE crwRr HCl w VII � MMA BGimi i'tr3PL /A bWUA4lA AY•m0 � 1B tdD M1tL[ .v^ Mama w suvx Im iasa� m wa az sr] C) v o SON '+A Y,d tiY9Y� UZ CCIKM��IC�•. NG NG�.^ `9,11�QTAPCANA ANCHOR WOW, FEeM1ED 1WL SM SPAN Asa 'LIVv (A) pO ^'ffi+i 1P.L x i-aa,i _.. = ti.1 Ma I I, wS.c i, IE,"xnPl1!i..i Y.:. 4;S _ NtY qAT Lbw 00 mA-� W;�( SIJVISTAFCONMLANCNOR MM SAT •LM]L• (R) • "'^^ u Asa R� 1 Y•Y Sta SPAN '(NAY• n (1 •AL a+P-wT aaoa� writ wTQ y w�* r Ia0)A Ita dAC• IC1fA tEi a1YA+ilIT ID d�sdn ro Nd(aF a.TC ) a o =A; .w nm mm zu� ! + l aw m.s rua saa 1-3 +^sA•A 9A0 • 10'-0• ___d J C J"_no •• lv' -0' r_V 1'—h . r SSA- Y 5 T 9• T S T'-J 1•a IIa T-S• Y yd I 10D wt]=a AW.-We 81/2-gOA w• 100 V r-0• Y iw Yd F r]na w• 10 0 0' W-V 1'•�'']'-S' ' S da0.a w• 0 0 - d'._9• 1� dam' 40A •w T-JF Y T r ! �4'-2 ___I 1 SLAT PERFORMANCE CHART IIII; LONLY'JALID FOR 9fu' SUP) FOR A GNEN IAi]0AfUlAS D. DESIGN PM=M MTL40 ipto ANDSHf1TTER MOUNT =iDn tiFW WSTALNTIgISVA09TCTiM MMSi RMn&'. Da" CHART MIST ma* MCI CHART MS IiDaY Yii[8il>mlA6Mila MJSR6 Ass so IJST Wxua nx^E� ASP. I DID MV i�C '_ATE iaYxL0. CND YdI, y T. SPAY •L"4 MAY SAT SPAN _ „u-.T 10L 1�.UttitlN ro ,1gp'•` 'LAW.' {iT) (R) M3'lpD Ya o,Iz ar MAI f+il l STO'U OAT! .i0 WA9 1+iD MR Imvb e . W.A. IN + �� r-x r.b• r.b• .r-r r _�• aD w r-z• r-r r-r e_�• r e 114:,..._ +sa .F. ad• aai_. ' 4 n dSA m+ 6-S' d' ]�• C 5' a Y I"� .-e �2 _..q '•8_�9_� SLAT PFWFORF,IAMCE CNPPP IP: !LESS THW, ll • Sl IP) iOitA6 i"a"W54xW (6.a7/. WIUTi pR Pu 4C 171I AMC=Wl .UI RIWEML FDA INV=AmIII$ "A $10"I 6 PER Dv2ULM 1 gr58'a TAPCON NL ANCHOR I SA A!D NtMR. ASA LDAD UW' V :f 1 ASD: (OA] Y:LLi WL StAT Mi SAT SPM •"m W >9O •iliRry N DESIGN •`Law 'FTI lmvo m •u v AD M) . e.P�-/aA >ro-sRw xe ' y.�aAnyaA �'d IIt lmO+ mcm• 1 • 6 E D4A a•v • YAW FOR 00.UAGiW9MH (0.1+8) 5iiUaFii+ iOE PO4 sham iK-FW-fFN(0'430 MID 0 szwat+ wE ^R 4 }i �3 4 suT WAR DEFMON H ( ^'YN$I RR 9PJOFHII.NF IV=13N• ' Iv IL 11 1 y +9 i �� �K MOM M �Ii 4 a •V YC 'M1 INSTALLATION INTO V•= FRAME Sl'RUO MIRES R1 `` 'pj•nrem no rn pr .,FtOp1 r>3 ra Luc iru s (1W. Hw 3l_ RWR'S) t DETAIL 2 (ELEVATION) "-.e,F. sEAy'SipW�. fa lAaia uut 4DemI fOD+G Aw MPOhE AAA lar Nm •bA]Y NR•A',IA.}.i �1, y f ^,yam fY .4AII Yfal� m Y,'60A CRAVE EAE wsc-e. aN,] v D :(Cal SARg �n 1NM11 wgQ. '��r k5 srD 3aY6 tN iPrt SDIt.aMl FevE ii lON�h) W - ♦ � ' t• L-.�_ a-P �! 4' 1 +_h• I' •. 1;Y DOIIi A<<.-m NILTA (D.'AAd) -- PaF-FP 9TR (O.0.3a SA OET&)L 1 IELEVATION) A NOtEP, I. ADOJE INDICATED MAN. SLAT 5. ANS IM.Y RE USED IS LOCI. AS &D'iM SPACM S0,EZULtS ON {. LF 21 il.W'CJTE -V\T 2 iPAC.NG IS AA'LAPLE FOR ME WPRESPOND.NO SLAT SPAN At.D ASD. UESM-N 1 Tt A100 FRAME $ALL TO BE BUILT S(.zr .Y IN ACCOROANC: WITH SPECS GIVEN ON DEPUL AND PHD'AiANS i'ROM CHAPTER 23 OF TiiZ FLORfDA 6UU... ... CODE, iANRRl1M tViGM OF Wti AT }OTHER WE OF OPEW40 S?I&L DE Sr. C'M Ti=0M 9Fc0 i MAX. ANCHOR'S SPACING SCHEDULE VI FOR GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE. A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD-0UT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON:SHEET 201 WOOD GRADE 16 9Q 91ID RN#E SGUiNERN PINE 02 (0=0.55) s 30.0 a 6- 40 6" 50 6" 60 6' DOOGUS-FIR-SOUTH (G=0.45) $ 30.0 6' 40 S. SPRLKE PINE-FIR-Ml 0-0 6 A 30.0 V I LL WALL MOUNT TO 2"x5" WOOD STUD WITH MINIMUM 4,12' PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE '"+="* - - SLAT SP.4H . >lb5'i>5m 8'I RANVE _ I r aBmY I>!t' >9m10' sourp RN PINE 12 (G=0.55) 4 30,0 6'_ 8' 6' 6' 6- i 6• �% 6' S' —0' 1 6• 1 6' i 4 3/4' SO 6• 6' 6• 4 3/4. 3 1/2' 50 6' 6• 5 3/4- 5 1/4' 3 3/4- 3• DOUGIAS-FIR-SOUTH (G=0;46) z 30.0 6' 6 6' 6' 5- 6" 40 6' 6' 6- 5 5w 5 iJ5' a 1/4' SPaUCE PINE-RR-S7JIH s 30.0 6- 6' 6 6 6' BUILD -OUT MOUNT TO 2'x8" WOOD STUD WITH WNI.MUM V2" PLYV4nCD WOOD GRADE s 30.0 6" 6. 6_ 6 6-9 > 6' 7' r > • _ �y�-> vao• 6 6 5' 6. 6Y 5 1 e SOURIER4 PINE 12 40 6" 6 6' 6 6" 1. 8 6' 6 6" 5 1/4" 5 1/4' ((;=OSS) 50 6" 6' 6' S 8' a 6' 4 113 5 1!4 i 4" 5a 6" 5 6 1--6• 6 { 5 3/4.1 0 3/4- 4 A. 3' 3"__ COUGL/5-i'.R-SOU1H 5 30.0 6' �6 (' yf h _5 6" {}-.6,_d 6•"" 6• (i" G�i.4b) 40 6' q 4' I 6'�.I 5 t/2�"+�-5511-/22`- 5 1/2'1 5 1/2- 4 1/22' 4 I% SFRUCE-S5UTN : 30.p fi' ...: 6"� _ 6` 6• 6' b' 6" 1 6' 5' 6' S 1J4' S' MAX. SPAN FOR SLAT POD A SHkI fN, DEXCE LOAD SHALT AN ' 'CATW AN GK.4i+_U off SLAT PEi2. Nt;E CI4AfiT5 C1. 20 SH7ETEEi'. U ✓,A Xx TABLE 1 MA)MU STORM BAR SPACINGDESIGN ; 1 PRESSUfM R^0 30.0 11'-0" 2.667' 11oµ17'-C' 3' 3.5' 17'-0" 4' 77'-0` 4 5' 11`-0"- 5' 71'-0" 5.5' 11'-0" 6' 11� 0 6.6fi I 11'-0" 35.0 N'-0" 11'-0" 11' v" 11'-0" 11'-0" 11'-0"_ "�11 -0` - 11•-0, W-0" 111-0°- 40.0 11'-0" 11'-0" 11'-0" IV_O" - 11'-0" 11,-0" 11'-0" 11'-0" 11'-0" i1'-0" 45.0 11'-0" 11,-0, 11'-0" 11,-0, 11'-0" 1 i'-0" 71'-0" 11'-0° I -0" 11,-0" 80.0 W-0" i1'-0" 11'-0" 11'-0" .11'-0 11'-0" 17'-0" _ 11'-0" 11,-0" 14'-0" 55.0 11'-0" 11'-0" i 1,-O" 11'-0, 11'-0" 11,-0" i t'-O" 1 1'-0" 11'-O" 111-0" 60.0 85.0 11'-0" 77 -0" 11'-O" 11 .Qc_. it'-0" 11' 0" i i'-0"_ 11 O' i t'-0" ._ 11 _Q_.._._ 11'-0" i1,-0_' 1 V-0" 11 0` 11i-O" 11'_0,." 11'-0" • 11'--�"-�_ - 70.0 11 -0" 1 0' 11 O" 17 0' 7 i C 11'-0"� 1 I 0 11'-0" • 11'-0" • - 75.0 11 -O" 11 O" 17 -0" 11 O" 11 0" 11' _0_ 71 0" 11'-0, " - 80.0 11 -0" 11 -0" 11 -0" 11 0" 11 o i i'-0" 11 -0" 101-10" • - 65.0 11'-O" 11,-0, 11,-0" ill-oilIi- O" 11'-0"~ 11,-0" _ ___ 80.0 1 t •_O" 11 •_O" 11'-0, 11'-0" i t'-0" ti'-0, �- 65.0 IV-0, 11'-0" 11'-0" I1"--0" 11'_0:' ` 1 1C0.^_ 0 105.0 110.D 11,-0" i 7,-0" 11-_0"_... 11'-0, 11'-O" m..i i7-G"_._11'-0" 11'-0, it'-0" 11,-0, I I I,-0" t1-.0" 11'-0" _1,0"__ 10-10" 115.0 7 i'-0" 11,-0, 11'-0" -_ 11 Y-0"- 120.0 1Y_0" 11'-0" i17-0" 11,-0" 125;0 11'-0" 1 V-0' 11 �-0" 10'-10" 130.0 135.0 11,-0, 11'-O" 11'-C- I I'-0' IV-0" 11'-0' _ 140.0 11 •.-0". 11 •-0' 11 •-0• ._ _C....._. 150.0 11'-0" 11'-0" 155.0 11'-0" '11'-0, 160.0 1 V-0" 11'-0" .A. t4 MEASORED IN BETWEEN CENTUM LINES OF STORM B.SS ;N ' FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. 7 THIS REGION IS ONLY VBJD FOR INSTALLATIONS, A 'N/ 1 OR MORE STORM BARS PER SHLMER. I-THIS'REGION 1S ONLY VALID FOR INSTALLATIONS ?W/ 2 OR MORE STORM PARS PER SNDTTER. .::f) T_'F 5 ..- rL plw kR MINK, STORM BAR SPACING a (m. 1 1' 2667' S' 3.6' 4' 4.6' 6' .8.3' e' 6.887" 70.0 04 "10 -ABCD CD" D. & D._h 1x)!:&4. �vq.. .�.Bco a3As D CD A.D.Cm CD As,D BCA Aeeo 40-0 9A C C D AB D B D B &CA _ABCD C D B.0 - A5D D &BAD A CD 61CD MAD B 0 A,8,CD AB.C.D ABC C DOA SS.D _AB,C,O —sca �18 C�.D_ ABCD ,A.B�C.0 'ABC., 0 msi C.9 AOC.C^, i}aC0 _,. ,t�y,A.O IyB CC D' _/.d��n. ABCc A4,C J._ ABC _ ABCD AtlST ADC „As¢-S _ABC ma @C BC - @CO B,CA 9,C0 ♦.B,CC A8C0 B6D A.B.CD B 0 CD PAO An,r9 R" Afc- m BC CO CD ABCD 0- C 6G D` 8 A >SA BD.D BC dCD_ AB,AC,O A CO DC _AUC_,_,A6 A A.� 010 BDO eC0 B.C.D BC BC .0 _,IyB,U _ A A A_,_ BSA BCD 6 0 D &0 D B.0 BC AD .1 A A G60A.BC.D A.B �/B_GyD BL OSA dC.o a D DCO ;AB4 B,C yB mm_A _A F _�_ f00.0 1-819A _A$CO Aa P _,A D,C A,B,C F A A A A MO BCD AB.CO A&S- A.BL A,8 A _ A A A_ A 110.0 AB C9 8C0 AB.0 AR.L A ♦ A A A A 115A BCO BCD BC AB,C A A A a A Im B" A.B.0 BC _AO A A A A� A _ Ina BCCD 9C AB.0 A yl _ _f,� A A A _ A _ 1no 8CD SC ABC A A A� A A A A 135d kB D ABC ABC A A A 14DA 10A 1'-0.O 1650 IaeD. B' D AB.C.D B.LD eC ABC A.8,0 BC AB D_ A9 _ A A . �_P A - �. .., ...L,�..,i.,... A -7. � A A A ..,. A a w �< A.�.,.. A A A 1(-� - tJ... a.,.._ I ANCHORS TYPE LEGEND I A 3/a'0 CARBON vEEL wx BoLr TL EAPMSION ANCHOR W/ 2 1/2' M;n. EMaEDMENIIA & 5' W, TH= POURED CONCREE (Pe - 3000 Psi) B 3/8-en 1/4• POA'ERS CALLA-tN n on IN/ 1 1/4' Mo. EMBEOMENT;'TO POURED tONCREIE (re ® 3000 pe) & 3/8'o-18 MACHINE SCREWS C 1/4'.A3/4' N.L POINTS scuo-sa ANCHORS W/ 7/8' Min, DeEDMENTk TO POURED CONCRETE (fa - =0 Pai). & tJ='c-19, 18- 8 STAOa ESS E^'EEL !.(4CH!:_ S4,Zns D iW. ULeuE.( wc<n i\.n^R5 wA 2 :/A' um. il1CZDMENI* m PGUR%, cw'';FTE (I'c . 285^ 1n3 L w-uMENT 6 emn ANY Ftoc . / ^.UN'c rr,,rt1 STORM BAR SPACING'e(M moo 2' 3.667' 3' 3.6' 4' 4S' S. &W 6' B,667' •35.0 AA.C,D B D kedaD &BCD A.plcpABAO A.BAD A.B.0 Bc MUD BCD ka,c,o ABCD Ae,c.D jacp &Bc A.%c' BC AB A `4DA BCD AR R.C.0 BC AB C ARc A A A 450. BCD 0,rO aCD ABC ABC A,8,0 A A A _Iy_ 600 AB CO ABCD AeCO hCC AAC A A A I A 554 DDA GSA 'hCRoo A.ccD ABCD _ BC:9 C DC A.BU;_ A^ G, AO_ _ AI,C_ Ail A ��A A A _ A A - .-_•__ A .j(_A .-.—A A 'A _ A _.A ._ L A TDA ARCO A.8,c A.5 A A A_ A A _A A T00 Apop VAA A A A A_ A 'EQD A.sf AB A A A A • - 6SA Ad A _ A A A A A - _C0A S50A,s.c 1WD _.. ABC —A _ A A A ._. a__ A A -' 10.0 AB A A A _A A 11"10A A A A A 196E A A 12L.0 ♦ A- 13?0 100.0 A A A. 1YJA 0 .� A A A iS^ M A A Imo A A SCHEDULE 1]6 FLOOR TO CEILING (TRAPPEDP) MOUNTING SCHEDULE Za MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D. DESIGN PRESSURERATINGIII) tl. 8 A MAX. MULLION MAX, SPAN {FT) FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D.. SPACINQ.(ft1' DESIGN PRESSURE RATING .(P.S.Fd..B A MAX. MULLION SPACING(FT) MAXIMUM MULLION SPAN(M - MAXIM MMULLION SP 6O ®d^x8'RiM'MULLION OQ d'xB911k"MULLION O24'Q'Rt14'THiC!S(1'8'R4M3E)MRIJON 474k1)A'MUl.LiOII �Of 4"n9"a,/4"1.111LIION 41TM714'TIGG: A�AC. M1JW6Ail W Mn29a1 Eajrjl v W + )mssax i�+lJ rxra % tit " r },.vlJh.., EI �} CUJR:,:A4 2::1i11, T 1 UCt if `T EtiJ U'Klil r •. (J_Ijj HaNCLIuut k\:br 1. �2 (N', CRAlKCN thD _ dt -T �lFnlLil OiSN)AIYq QA ] ( MEF4fiMUTW K2YI4'Ktt tl k?}�ITJ_'`IG41W E+50 _ fi ( - C1SEtI /1;JI I- i4J li Lti f! !y I m.0 ]W qA SG'-B' IC-6' A'-0' Tr 6' ID' Y-J T-1G_ _ �p'-8' E'-f•� f-0 fl 3 IB• II !'-1 ]' 1. Y 1 aT'FC2• IY 4C " f' YJ P S -- ! 8, N'C 6C0 A'A' T-3' 8'-6' b'-Y 6'-0' 10 6 f-11 l'-L T-a' C-R' e'-T' 1]�-6_- [' S 1 11 6 12-6` '41!M, •f.-0- 2tl 0 M-C b 6' 6 J' 8 2 6'-0' 1C•' T' [ Il' t_p' OC.0 ]B•-9 6'-9' Y-Y 5'-6' 6 6 T-{ 6'->' G 6 6-J fi 2 12'-4' fY-0� T— 6-G'-�-� 6♦ 5'-Y W-6_ -Sb0 W-0_ 8 C�-Y b •-f0 FFFS-6' f]'-a' S Y IS'-0' MG AO t6'-O IY-P 5'-9 G'-9 Y-9 T-;j.'S'__-P 5'-V G♦ -6 3. b-4 63 8♦ 6 i_. T 3 C ]J II ID fi -P _.� 1. b a FY—' Srt 5 B 3 C R' 6' H-5 t1 6 ,=pA TJ..O IIxt, - ID-0 ) ♦ - 5 P "I 3 9'i ) i d. S b' Y�4 S'y' Yb C IG _S IG E d 6 i_ ♦ S 4-d 13 11-0y S 0 4 6 N2' J'-i• !'-�' -¢ C d-5 C G p B tf l- ti-J„__„_• 5 b t]! ]60 f6_}_ -fS S30 1'-9' F-0' 6'-e' Y-Y 3'-a'JG 6 1 _1 6 _ E 1' S L lY bs EGD B S 9'_ Y Y 3'-a' 9'-{' T tU' T Y G 111 T 9 5 1 -C 616 fOBD R' f2'-B' '-9' -'G-1 Y-Y ] ) 5'-[' S-Y 5'-6' SY - Y.9' Y-9' i-9 Y-B' 6-1 6'-,' fl-5 R-6 ] 9 T'-5' -0 ) A -,mod 6 3 C-!' 6'—C- ♦ :1'-5' t1'-5' 6'-[' F-5'---6:8 �C v_9-5.h�5_{_7 S'.1 t2-] q'�5 1]'-_l -t.Y_ SiO� CCD _-1� 15-,t v'-0•� ] 5 5-f' !_ny } r7-T )-1 ]'-Y 5-4 -S• 1_S-b. 6-]' 0'J— f J 6-10 1,'. 1 B•-- Y 5'yd' dT I- [-3 C-1C' _[ N 3 1 11"-5_ it-6' II 5' Y4 T 13•-. L'-0' Y A 3—al TB' 6-e ] B'_ b tI1 ! G' 9 IAA 1M IC-S• 9-s' -Tr- -1' Y-[T —d•-P b'-6' ) Y-C' T } ] Y ) 5 9' S-9' 5 iC' 11' --6'� 7'-9' Y-B_ J B ]' 1C. Y 1C d`-9 B}�G T O0 Y,1 )-1' -t T'-3' BO ) t0 ] ➢ -C.-F. d-) C 9 0 IC 'd' 1 i S n'-S' lµ l� S it S R'-6' 6 I- b :0' - �: ._ !-I F-0' - p-1-� 3 J_ tY-] 3.� tY J IT" 1M9 f36L- iSCO" I. fG_-G_ �3 } 5_i' d 4, T-Y Y >� : 6'-9' C.- G Y-3• E P J_ _T_�(-_Y •_> 5 I 0..! 6'-S' 1-_5' C B10� if1 S 9 6_Or 0 3-ll q'-C D Itf•_5• R0p 6-T B'_E' T-R• 6-1• d'-3 Y B Y-! T 9 Y-C'• 1 fi'-5' ]' ]'_u fNL 6-6T T 6• 7' 6-0' 9-3'� Y-T 6'-4 tY-3 1WD 6'.T ]'-b Y 9 Ty' J' S' tx Y-'. _13_— '9t-0 '_. ,J1 ..-Y-9 }_?1.."� 5� b_`� 6'-d' R'-]'N Y-d' 1 P_] • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAIL ALLOWABLE SLAT SPAN FOR THAT AS.D. OESIGN PRES3URSRATINO SHALL NOT DE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, NO MUUION z - S INTERIOR II prlu•--•¢•-. A• • Muuiow 11,51' ,�i0J3 _. lj , ,r+.•'e3:, F:CRN• PJRL:'x CCD, '.Fh 1 _Z•�_-_ E ._-._._.-,...�...-r. j v n. dt] nma M ti us Nautilus Na u MULLION SPACING: "S" -T o F :h�� � GG,,,, �p //�� •E��� emYt.>,��e,)rre,xy.E.r: � , 11,2a6l I I•)��Ilfifl D �" s` N-ns,PS �.-r+ .r-7a a='IY I IihN+y4 l !.A' M flfla rJl-•NJ b P.L. T F.E.'SEAL/SGiKUflE/WTE nnlwy v; IHin aat x+ma Q 4•x6'xR4 MULLION ' ©4•xsxb4" M.ULUON "iiUjELf)LE fo (.UW(EOl0A0 (FUItxLSPACiNO& P'l::N-siL��ONp FLOOR TO C£i:�NG (1'iNaaEO1 MOUNTc:,,O MN: LyMEft,�l�i�!1;p:.3 G:vENas D. DEs:GN PREs une'..r��u Qir.,m`icay�;)t i3:tm�LS;ee �e yn,(ii..'v�':ikT SPALR:D (e+' Ik,XIMLMt J1ta0N SPAN -�!') so. G.'�< ]'xtf T'@..f� J4'xG LP—_6f rfi1 ! TF GK +muas i 1<.L00 M.iLLMi tULI+%1 GJ {p�q 6PIRn AZtlL *u Sr ji (Ott ^4 nxPJ1y F+4 0111`w'+aq(.yt-u' i _'YY0.f., k Cax i G 1 M(FNft {l [xt l�,T qt f ux D9 1 [ri.ppR >"4T (0)T I h't Y(kA'1 nn Y00 Ix -4• u C v_e q-s I ( II-4 ....... id tr-6 v s t i 5 I c I1 iH ff •.aA x 0' It 8 4 X10 3 13. ] tt J t0A 12-0_ 11 i 60e - ♦ ¢ it lsA e r +x-a 2 LS I: a w�,1�f-0, —_ axA e a 1x-C Ix a__ Y-6 IY a I -ff ug.Y WO 6-D• Ix!-t' 9'-6 _ IY-6' IY-6' -wfe WA V-0. - fY-C' tY-a' ti'� Ix-E•- WA !' 0• - tY-T Ire R- tY Y 1 y 90 k '-a• - -0• -A e-0 0 4aA Y 0' 9'-0 Q 0 •0 -,4 0 x 0 W- ena r-4' n'-r aro B'-0• - Y'-0 Y'-0• 4'-4• 9-0 '-y_-O• GSCWD _ _- •ND(E:IIEE P,A'IP PIiLHDA CONSISi£OG HL VtFtGESO'.T PNLW.XL SFE SCHE4LREe is ;0. s.::,7 ilk_ ..... 1 4'xT xVf TH:CK(dT • M MIUM MULLION SPACING SHALL BE SUCH THAT MAX, ALLOW"l E. SLAT SPAN FOR THAT DESIGN LOAD SHAU NOT BE EXCEEGEO. RIL SAL/SICNaNgE/MiE f j, tj �945xt Mw'tP UM13 MULLIOFY 'N GK I G1 �V <a.<'xlm Tt' w u-�C°S �1t _I 'v MY IMICX� � Ij [MIT it u.mc la' 1 i-4T of L. q:t } z, a�+ 1 T}r T* L i (q)x G64 ( .a .W + u• 1 0 is 61—o I ILtil G J -6 19 -I �y ( o 1 -n AW xw 8 4 9'-0• J J x-0 -C Y 4' N.0 D-Y 9-J 9-C 6-t• G-4• - Y•-C' -ww no _fOA axA a' e-4� r - e'-4• x-4 B 4 9 -4 n E _ ff 4 Y4 B e 8 4 x-p Y-9 Y U T-C „g Y -'y_: YaA 6G'' %4'-F u 0 D c o_• �j c0 CME N. Do T -rT -..ne sue. RANL-T Stturlr 6(0( � �I i ��•yY__��' { 4 ��{... ice....` 1 1 � f'�,� i YI � � '� t *, R X�} K rri -h4« li«rl ` rr r'4 fii h��4.t u Ni�X f l 4 z- 71 6 A r rl (Ir�, 1a - iX {�ro N i� r�bib 0ly f I ! I`; r m �yy .. �ikryri�lti -Ttfi °7�tI I' g }v- _ 1 1 Z O i g g z (c?J ynt —r .� + 1 ` r i 1 �p...iN W c yW- w �a yjPa� 1 Hze; rMI 1 r I 5` O S2 i .c n i• t t x Im s - y -3�x'iNa-�..1t �`rtY- s �YI iri I I �sa1.I s `X'k ; i i,r' 1 ry r r �. l _al....lbi 1a1 I. 1 X a LLq� }" H-,�•{'t 10 � i Ham— 1"�. �.-- - j 1"l� r -1.. a__� �_ �•�` ^i' � _ Y � 11 N dp i Y. IY`'�it� !t{ 4f� i � 11 r'i{ ! it �I.1 ifl it �} Y. 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John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Honda.:: Privacv Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your a -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 traditicral 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 We 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 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 here . Product Approval Accepts: Whz 13 Credit Card Safe hftps://foridabuilding.org/pr/pr_app_Ist.aspx 1/1 -GENERAL NOTES: 11 BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT 0,001M BOCUM29 1P.EA. MS BEE,i R`EE TOTE CGMMPUMCE IN ACCOMMCE WITH LICE 2017 (OHS EDMV) OF ME RDiBW BUILOWG CODE. M5 ACCORDION SHUTTER SYSTEM SHALL NOT BE mSTALLED AT HIGH VEL9 HUdiIUNE 20NE5. DESNRY WHO MADE SHALL BE DETERWNW M PER SEOTIDN 1620 OF ME ABOVE MENUME0 MOE. FOR A BASIC WIND SPEED REOLURED BY THE ,,MO=M WHERE SHUTTER WILL BE INSTA1t.E0 WITH A OWECTIONALIIY FACTOR Kd-OGS, MUG AME 7-10 MO SMALL NOT EMM ME MAMW (,So) DESIGN PRESSURE RATINGS INDICATED ON SHECIS 11 DOW 15, 19 & 20. W ORDER TO YOUTY THE ABDYE CONa1O.V, ULDMATE DESIGN WHO LDMS OETTFI PER AGES 7-10 AWL BE FIRST REDUCED TO &S.D. OtSKIN WHO MARS BY MULTIPLYING THEN 8V 0.8 W ORUERTO COMPARE MESS WJ MA I, (AS.D) DESM PRESSURE RAVINGS INDICATED ON SHEETS 11 THRU IS, 19 & 20. IN ORDER TO YENFV THAT COMPONENTS AND ANCHORS ON THIS RED., AN TESTED. WERE HOT EVER STRESSED, A M R INCREASE IN ALLOWABLE STRESS FOR WLND LOADS WAS eaS USED IN THEIRANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1S0 WAS USED FOR VOBnCATION OF FASTENERS IN WOOD. BERTH H.Y. ACCORDION SHARER SYSTEM'S ADEQUACY FOR WHO AND URGE AC;1NE IMPACT LEM HA5 Oe, VEMIM IN ACCORDANCE WITH SECTION )GG9.,.2 OF ME ABOVE MEMIGNFD CODE AS PER AN- REPORTS: -HY BLADE 0' VoItL01-03. 10715.01-03, /1004.01-05. /t214.GT-OS, 00317.02-06, 11a5D9,01-10 AND B0110.01-11 AS PER TAS-201, TAS-202 AND TM-20 PROTOCOLS AND ASTS C-106 WHO E-1996 STANAMM (MISSILE LEVEL D. WHO MNES 1, 2 & 3) & 1H22O,01-10 AS PER TAS SON. 203 & 203 PROMMI.S LARGE 1151IE, -HV WINDOW GLACE ® 10505.01-09 AS PER ASM E-1580 AND E-105 (U4VLE LEVEL D. WINO 20NES 1. 2, 3) BASIC PROTECTION ONLY AND / 0725.01-69 AS PER TAS 202 PROTOCOL 2. IW EIADE(D AND HV WSNDOW BLARE 0 ARE ENGINEERED TO WORK W UIRSON WTM EACH OTHER UNDER M£ GENERAL LMNATONS AND CONDITIONS OF USE N&CATE0 ON SHEET 19 a EFRMA H.V. ACCORDON PINS (W SCREWS), USED AT PLAINS HNUCKLE MD 11 DIRECT MOUNT CONNEM N TO TRAMS SHM1. BE 914YZ75' AND #141l.75- RESPECTIVELY. 410-W MINOUM SERIES SFNARESS STEEL SCREWS MGM135.0 MI YIELD STRENGTH MO ISO W TENSILE STRENGTH, PINS SHALL BE COATED WITH SERMA HV OMOSHIELD COATING SYSTEM AS MANUFACTURED BY UM SEW R CRATING APPLICATORS. REGISTERED WITH AMERMAN SHUTTER SWULLS ASSOCARM. ANS MUST BEM M, W WORD ON THEIR 11eu, 4. ALL "MUM E>TRUMMS SHALL RE ALUMINUM ASSO(3ATON ALOY AND .TEMPER M INDICATED ON SHEETS 2 AND I, MINIMUM YIELD SrPMCM FOR 6063-T6 ALLOY IS MG Cal AND 3,7 kF1 FOR 6005-15 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL W4 OR 316 AS SERFS FM COMMON RESISTANT COATED CARBON STIR M PER DW SM,S M, 50 W MIN. WELD MONTH AND 90 Jai MW, TENSLE STRENCM. AND SHALL COMPLY W/ FLORIN BUILDING CODE SECTION 241133A. _ 6. BOLTS TO BE ASIA A-307 GALVMRED STEEL OR NSI 304 ON 316 SOMES STAINLESS STEEL W0H JS Fu MINIMUM HELD STRENGM 7. SEE ME FOLLGANG SHEETS MR ANCHOR SPEOBCATIONS: AV OWE (D I t2,1114.15 MD 20 HV PLANE.0 A © WORMNG IN MINION: 12, 13 & 15 & THIS MUM H.V. txoHv OY SHUREN SYSiEJ SUM A U.S. PATENT /6'779,582. COMPONENTS OF MIS APPROVAL ME MAPAED, IN WHOLE OR In PART BY U,S. PATENT IT459.179 ISSUED TO CAMIN METAL AMPLY, mC. 9. R SMALL BE THE RESPONSISIRY OF ME CONTRACTOR TO WAVY ENE SOUNDNESS OF ME STRUCTURE WHERE PUFFER, IS M BE AV,,EO TO INSURE PROPER MCMGPAGE. CONRACTOn TO SGL/CAWE ALL SHUTTER DOMFGNEW EWES WHICH REMAIN, THRU FAMOUS IN MHUNUOUS CONTACT WITH Me SURONC TO PREVENT WNq/RMN INFIRM,% 10. EACH UNIT MUST BEM PERMANENT LAM. IN A MISSILE PLACE MY WMNING NOTE DURING MUMPS OF HURIMPI WARMIUSS. HOME OWNER, TEiWB. OR CARERS, MUST PROPERLY EASE., ALL NV ANTE HE CENVERMATES AND ENGAGE OR LOCK ALL MY AND NO LOCKS. I L SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY USABLE LOCATION AT ACCORDION SHUTTER IN ACCOMMCE WITH SECTON 1709.9.3 OF FLORIDA PLMLDING MOE. ONE LABEL S1 Be PLACED MR EVERY OPENING. LABELING TO COMPLY WNH SODIUM 1709.9.2 OF ME FLORIDA SUIOLNG MOE. 12, BERTHA M,V, ACCORDION SHUTTER SYSTEM'S MLAUARON SNARL COMPLY YAM SPECS ONICAIED IN THIS. GRAWINO PLUS MY SLID= AND ZONING RMINATONS MWOM BY Me JURISORMON WHERE PERMIT IS MPLED TO. 13. (C) MIS P.ED. PREPARED BY THUS ENGINEER 5 GENERIC AND DOES NOT PROVIDE MfORNMON MR A SITE SPECIFIC PROJECT; lA. WHERE ME SITE CONDITIONS DENOTE. FROM ME P.EO. (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SEECION, PURCHASE AND INSTA4LARON INCLUDING LIFE SAFETY, OF MK. PRODUCT, BASED ON MS P.E.D., PROWDED HE/SHE OEM, NOT GMT, FROM THE CORONIONS DETAILED On MS COMMENT, CONSTRUCTION SAFETY AT SITE. ISME CONTRACTOR'S RESPOMMUTY. (C) THIS P,EA. WILL BE CONSIDERED 9NADO IF ALTERED BY MY MEANS. (6) SITE SPECIFIC PROTECTS SHALL -BE PREPARED SY A FLGNM REGISTERED ENGINEER OR ARCHITECT WHICH WILL OECOME ME CHIMME R OF RECORD (EOA MR ME PROTECT AND WHO WILL BE �EOVRECORD. RESPONSIBLE W. ME PROPER USE OF ME P.E.O. ENGINEER OF RECO, ACBNG AS A M EGMING EWG9WPN TO ME P.E.O. EN4HEGN SHALL WaNR To THi LATTER ME SHE SPECIFIC DRAWINGS FOR (0) OROINN4 P.ED. SHALL BEM ME COTE AND CAI6MAL SEAL AND SIGNATURE, OF ME FMMSMNL ENGINEER OF RECORD THAT PREPARED R. 02017 TLTECO, M. 101-11V4" •.. 2 IL ECOEea. bl/Vlc 6F% ' TILLR TESTING & ENGINEERING COMPANY (Qy AA eMs NW. "I:, 11, ac em, WRWNA wmDy, nGx, v ' R �'•...... `�(��y Pna .: (J05)571-151D . Fu, : (30.S)B7t_153, m�i .•. 4"A1AA Is :cwn WUTLR '4CnA.LCi4Y.1AsIONAL��il,icl Mi,oc Anexa• A a" a. P.T: ROMA J1. % 4A167 TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW OETNL AREA • HV MADE (D AND JHV WINDOW FIADF (14 (WHERE Pp I U Fl TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CDNCRETE/BLOCK SHEET 7 CENIERLIATE DETAILS W SHEET B CENTERLATE ALTERNATING DETAILS W SHEET B END CONNECTION ESSULS I-6, EMCRETE/DLOCK SHEET 10 MAI(IMUM SPAR TABLES SHEEP 11 ANCHOR SCHEDULE- CONCRETE & BLOM SHEET 12 ANCHOR SCHEDULE- CONCRETE &.BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WINO SHEET 16 INSTALLATION DETAILS S-K, WMOD SHEET 17 END CONNECTION DETAILS 7-12 & K. WOOD AREA 3: HV WiNngff—MADE bA SHEET t8 ONLY TYPICAL SHUTTER ELEVATION AREA 4: HV WRNOOW BLADF M ON1 SHEET 19 v INSTALLATION DEWIS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS' IN THE STATE OF To A,S.S.A. American Shutter Systems Association, Inc. 4268 Westroods ENW, West Palm Bcaah. FL 33407 HV. BADE 41 W/ OR VWaNG No 17-107 I— (DHV SOLID BLADE COVERED UNDER US PATENT Q 5458779 OF USE OF BLADE -WON SHEET 19 6�HY AW FLOOR TRACK GUALIFIED FOR USE WJ W Ml 3 p 71 HV CEILING HEADS FIED FOR USE W/ W BLADE I ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER NY %MNYtERI 16 SIDE ANGLES Q AUFIED FOR -USE W/ HV 8 1386' 3�HV UNIVERSAL FLOAT R QUALIFIED FOR USE W/W BLADE. 1D 6005-T5 ALLOY AND TEMPER 115 HV HEADER/SILL QUALIFIED FOR USE W/ W BLADETPONL 600-TS ALLO AND TEMPE I p ALUMINUM ANGLES OUAUFIED FO$$ USE W/ HV B6 AL OYONLY. fib63-T6 ALLOY ANb TEMPER .�� G OV�B FH E 603-T6 ALLLOY TEMPER_ �HV WALE —OVER TRACK QUALIFIED FOR U[[$)E 1'!/ W 6063-T6 BLLOYEt 0 TEMPER fbxPONENf A B Tl T2 Q 2•. 6• ,A I/W 1/B' 19 ss' rxz.�ar9o' D.iaD• GP 9' 5• 1104 D.T39' .2019 TLTEW, WD: >?Z�TlL ?} ! TIWT TESTING & ENGINEERING COMPANY YNLM A Trt{D R M, E SO HV 9D'/180•�STARTER OUAunEO OR USE W/ IT+1 BtADE 6063-16 ALLOY AND TEMPER 991` BlS 1] .920 �HV TRENCH TRACK QUALIFIED FOR USE HV etaDEn oNnv. A.S.S.A. American Shutter Systems Association, Inc. 4268' Westroods Orive West Polm SeOGh, FL 33407 HV. 1 HV RAINGUARD QUALIFIED FOR-W/ W/ HV 6063-Tfi LLOYYEI TEMPER, KY. INC. 17-1 J HV CENTERMATE FOR USE w/ HY BLADED& 606l-i6 AllOY PNp IEMPEfl PUN � rxQNr ELLYAnON cauerE 2 LOCKER FOR "T" LOCK -Eur OUAUFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER 91 06 " 214' 'a n U411 �•� 5�� ''tI]I o ""• AMA E "T" LOCK CENrERMIE MU FOR USE W/ HV BLADE ONLY 6063-76 ALLOY AND TEMPER El) HD CENJERM W/ NG ROD �1 OVALT6 USE NV BLADE i & A 6063O63-ib ALLOY AND TEMPER ® LOCKING RODS OUALIFIEO FOR USE W/ HV BLADE QI 6063-16 ALLOT AND TEMPER }INSTALLATION t'RLL REQUIRE A 7/1 ILLED AT TRACKS FOR PROPER 6063-TG Io - in"o C61 ITV 3/8"4-16 AI QUALIFIED FOR USE W/ HV BLADED ONLY 6063-T6 ALLOY AND TEMPER t�3 HE CENTERMATE'S INSERT QUALIFIED FOR USE USE W3 6063-T6 ALLOY ND TEMPER L.� J LI/4% 0-20 AISI 304 SS RI THUMBSIC EWS QUALIFIED FOR USE W/ NV BLADE Q ".y/ " T PANRO 'fv+•U.RO fAR 1FiP 3 P'a � of BA"�m PaNORp ate ERAM 4 R1J (DUIOR p15pQ al.NFa) ) 2 " , � ( 1 HV IED LOCK Yt Hv ®QUAHV EGRESS —LOCK ONLY. aIEED DR USE Yt/ NV Q (i ONLY. � ^9J0 TO 60" AFTER RNEIQ 1/4"0--20 x 3/4" BEFORE RPoEO S.S. TH,> THUMfflSCAMF 1 /4 —20 RIVNU7- t90YES 941R NanmUu (202.-n Ala+) IARA, P,,,, iN, VEV "UNEAE PART J 062% AS IANAVACNFFD eY Awn CxW(I WOAN4 PA ,PYEN,. MW .WCSIY on'. M NUA. ® HV "T" LOCK 0 HV ARNATIVE Lnrlr_ OUAUVALTEflED FOR USE OUFlED FOIv USE W/ HY W/NV BLADEC ONLY. BLADE ONLY. 1 ,lu• MPa eNm OER EY CYLINDER 1.)aU. (R HD LOCK Ef REGENT NUROWARE Ma SERIES 2333 NOOK COLT LOCH. -OVAURED FOR USE W1 NW BLADE Q) & A ` i' •`[!r n 1A CEN ✓9 * •d' /: .. •1 w * ; 'a L STATE OF ' ",,� QMI) ULTEC0, INC,02017 II L7E C O A S S A ■ f ■ ■ Amariean ShMRer SY9tam9 Assoclation, Ina 4268 WestrQQtls Drive West PQtm Beach. FL33a07 EAST. ERN METAL SUPPLY, INC. ERT Vnl Accordion Shutter System H.V. BLADE gt W/ CG W/0 HY. ViNDOWYHADE TIWE TESTING & ENGINEERING COMPANY w36 ""' JJ� M. �=� Y FA®Q5. rM"a1 n, Rma : (L0.)6>t-1WO , 1..: [SOs)nt-lu, - ® )lo aen wA2a, A IgN 1. P.C. "0$tbk Us. 0 .J161 , x 6Etta"naN DArt DRAIN n: EQ , BlD 15-065 /))/I as G)/2)/t) Q !0 -%:' •'• .GRIOP :'aKy 1,1 " ss, ••�•1•A••••[•.`:+� 111% P F CF�/Q6�Ln71T1EG_F'%ner. DRAWING NO 17-1 n7 , SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 10 RV BLADE 1 ® RV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV HYLON HAT WASHER © HV YIHEEL CARRIAGE AISI 302-303 SERIES 0.870"z3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ ®8 HEAD s ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 1R4 POLYCARSONATE IMPACT RESISTANT KV WINDOW 1© (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV e BLADE. TYPICAL SHUTTER ASSEMBLY N..i (2) HV PIN @ MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D 90.324- BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. 048__ O (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER iYP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'a, SHEET WHEEL CARRIAGE DETAIL x.is. EXTERIOR OOR I: I OR Q� XT ii ® EXTERIOR NY 4IN©BR rlil ER All E]OR BLADE'S 101UCRUE (SU NOTE m FOR REBUIRWENTS) ASSEMBLY IAYOIR NIS, C62Y l s• POLYCAR80NATE SOURCES FOR .1iYXe�E441 E5 M1KRr SIMTNO mwc[ ,yya /gym bah�lTdU roeu rmP s,PomN wsN sav L.o> o.0 s�oP su N111f0. a9llVlx a Lp 4 Pip 1Lam nLL I1.W µL naaNl uomle 6¢em 1sN ma wvmo w1 wAm P31 x1tD®'� •tN IN. ,e n.mA• n rt-or SmPS Lm: mw frl z ty s uv PIS 0 b 1SN %]5 4, yp C-1 pA9 av amv, ',aBx siae� 1sN A,65 NAYt[ SSSPF,1, HiBI R1„I[fl aSN W 9XI] ILL Im. P.A S11S:L 51FE4 on YGTWSC /9Y 0.fe a1a, 0..L C!!0 LLL `1\I �r.•' ENg '• V, 07a17 ILLlEO], WC. IL EC O 1.a. A.S.S.A. ShuNer SystemsTwexew Association. Inc. 426E WeStMcds Drive West Palm Beoc— F 33407 METAL SUPPLY. WC.T ;1012017N AH AShutter System HV. RW/O HV. WNDON RACE TILLIT TESTING a ENGINEERING COMPANYAmerican w,maa. ROIm. we Pylon. s Co e)minssa ,(s6s)en-IpUI m® pppslaz°t ° F4lLR A MYT.N. PL React LIB E .1167 I Y ]/1 wrt: 07/27/17 ss/ONALE ''1j1I O C CC., /C:n.lAn,oL m, z z DRAWING No 17-107 1 n II:��t_e�n�r�rr������,• I'I m' M OF CORNER __....... CENTpiMATE �i2 w �w 6�• n77 A 8 ow00 •gw 10•�,j rA �•�wv. �q�y:,w �I•+vw�. �eap.9 TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. ONE HV LOCK Q Or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 12 OF SHUREFt SPAY FOR SPANS UP TO 105'. ANO FOR MST RONS TAM' MAY BE USED AS AN INSIDE OR OUrS1DE LOON• ATTACHED To OR x 1/2' LONG FIAT NERD S.S. M.S. LOCATION OF LOCK SMALL BE AS INOtCAIFD-OF LOCKS c tL MH. RUN SEGURNY PURPOSES, % TO U NV R> tlR IIAY BE USED %5 AN INSIDE OR OUISIOE LOCK. CONNECTION OF LOCKS TO CENIERWIES M- OR�2 SWL. BE AS INO LOCATION BE AS 9K)i ON IYPMAI SHUTTER ELEVATION. MAY ALSO BE USED AT STACKING POSITION (NON _E N4 M-12. ONE W LOCK 2ri w W 0 Aa 1/A O-[Ova/s S.S. THUMBSCREW TO CU OR 0 CENIERNATES SHALL BE MADE W/ 1/4'c-20x314• auu - RNNUT AS SHONN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Tee, LOCKS AT 1/3 OF SHUTTER WAN. 6, McTORY CONDITION /T FOR REM.O —•n INSTAILATIONS, ONE W LOCK G or a or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96% AND FOR INSTALLATIONS. AT ANY ELEVATION. W LOCK 6 or 23 Or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 40: or ® SYIAMETRICAL CENTERMAWS W/ (2) 1/4'-20 . 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ONIIPICAL SHUTTER ELEVATION. USE OF LOCKING RODS A W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HY "T" LOCKS AND CENTERMATES: BE ONE ALTERNATE W LO LOCK _Q MAY BE INSTN M LIE11 OF MV lOCNS Oa OR rna Aur cveM .vn WINGNOT OR UAIWUM IN -20 . I o. 5/6' LOCKING M •NOTES ON HD LOC!2 a cEKERMATES: W/ NO DLMIEHIATES(]0 7.3 W/(A ONE ALTERNATE HO LOCK iD MAAY'B�E USED IN LIEU OF HV LOIX Uj OR'g5 MR ANY SPAN AND INSTALLATIONS AT ANY ELEVATI^I ON -.ALTERNATE ND Lee, tMAY BE USED AS AN PIMUE OR OULSIE LOUR -ATTACHMENT OF NO LOCK C. IS 0 W/ 3 /e . 3/8- FX S.S.MS• AND INCLUDES RDNFORCEMEM INSERT (V AS SHOMM ON SECTIONS HDB-M$ NID HDC-HVC, SHEET 10. Is,, WY BE INSTALLED AT MIDSPAN OR 12' MA)IMUM BELOIV OR ABOVE WDSPAN. USE OF LOCKING RODS 1S COMPLETELY OPIIOWN- �� CEN ✓ _ sF •., y ; • 9Oq•.• (, RSA° C2017 mum. CAC. p /� '� ECOINC. TILLR TESTING & ENGINEERING COMPANY en3 xW, ssa sl, a. so3. Wv,w FACIKiA, FtrgrA vN PAm, : (305)871.1330 , F., : (34Z)e71-1531 °- w1P �^ On," A TLLR Or. P.L noAWn Lb..t .na7 A.S.SI.A. American Shunter S isms System, Assoc)CNOn, Inc. 4268 Westraads Drive West Palm Beach FL 33407 02017 EASTERN MELLL SUOMY, INC. BER Accordion Shutter System HV. RIME tql W/ 0R W/O HV. N1Fl101Y BADE - wsrAvmOx NMtt ORAAN ec Lc. I OLD. 15-085 T/27 I RANG O7/27/f7 '-:ss/ •' 6\a1L,LL DNAL EN ,,1 Pr CCAI IMfEKr�icc m,r a 3 DRAWING No 17-107 .-..�.� 5 POURED POURED '-CONCRETE ANCHORS (SEE.SCHEDYI£ ON POURED. CONCRETE OR CONCRETE DIACK CONCPEiE REOURtEp CONCRETE REOaPEG SHEET 13) RECVIREO S. 1/MA7P.hE • ( CONCRETE ANCHOR$ (5EE SCHEDULE ON SxEEI 13 ION 18 CYStpNT (MC Y>NRNO 0" sHat 7) i ✓ � l CONCREn ANCHORS SCREW$ (SEE SCHEDULE ON N/ 1/4'-20 Ea Ea UKNIt2 IV ,' �` SHEET 0) Wn 0 12' O.C. bsmw ,/.•-m Hors '� 19 E Eo 1/0 I O 1x" IE- D.' ��o,,: 13 on IS f ! zm• up.. I .zJo• Mm. aPnONAL , (i EOf \ `-aPnmw Im. m�,wlw mm.°i65o. Dim F taX"v¢i�°m9R� � T 1 OR ®� En57v+G GVSS�I O.t�ms(y I uN. SEPARATOn t0 1 CAenNC NW. SEPARAMY l0 OV35 yyy55'-�IsEE SCFEOUEE ON SHEET 11) 1 � cVSS i(SEE SCHEWLE Ox SHER 11) I OA GLASS--'i @ HY WALL HEADER INSTALLATION HV WA 1 HEADER INSTAL 1 ATIDH + KEYSTON nLsnxc 1 IX/.5 S1xYNt I I I OR 19� ' I 1 WN. ciizov : O ro GI.l4 Ex N:E(%E SCNEDULL ON SHEET I I) ' 1 i_ SOmuisar sot OW, RPPIUiION TO IXA55 "(SEE CtA55 ,1 Im 87R 0Jx0 I 019Q7 t°fW SC I.E on SHEET II) ❑f6II�NOS J � � � OPDOtML I • n, .II I ' f OmatYL 07 IfD•' C.Q • I I 13 oR I6 j L- 19 \ / -- 1 0R f 4 I :-- I /'. -_ t/4•o-z0.3H' 5.5. 18 F Ea P14'WP5 S, E NU"N. ; j / um. LI/4'°-xOd/4' SS Pt°WPS `CONCNET[ AYO10R5 I 1 J 1/4"-20 , Y CONCI2IE ANCHORS X� '°''� E (SEE SCHEDULE ON SHEET 13) . J POURED CcN 7' NUTS 0 Ix' O.C. PM, (SEE SCHEGU E on ' S"M 13) 1N/ 1/4'-x0 NVfa O Ix O.C. �� CONRECAPPED HV WALL SILL INSTAL ATION .t (SEE S�`I`a+Ew�LE ON pR GEDCRflE BLACK REQUIRED UREO CONGxETE SHEET I4) QHV WAL_ _ eTInH I SILL INSTALLATION OR CONCRETE OLOCK - -c. WA RECIPE) EQ HV WALL SILL INSTALLATION ,90TE TOP MInATON of DEMONS: -SEE SR . FOR Mul.S M • INSTALLATION DETAILS W/ ASSEVBLT x- MOUNIWG SCCDONS CAY BE COMBINED ( O. _ EDGE nonDMAON (SEE %ECsiOL}bN5 ON SxER IJ) . SQ UATAM OE USE iUR BIr31E I�A T SHEET IS HV BLADE W 171Y WAY TO SUIT ANY IN%ALLAnON. E !/r p A 1/ '--. .III, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 5\' , •"'•`C ✓ ti sF . p^ oY017 mTECq WC 0x017 E RIN4 METAL STIPFl.T. MO 4 ASSA • • • • E T A 'M Accordion Shutter System HARE 3 '• "I �'� D•Q American Shutter $ stems HV. MADE ®1 W/ OR W/0 HV. WINDOW = �� A'••. • TILLR TESTING 8 ENGINEERING COMPANY MJ N.n. Association, Ina. n' °E�°�PROX Xv. St, m. Spy NpCM. G:.GPMy Hopi. ]lI I Uw I5-oe5 Pr .: (x051071-IM. rm :(am)a71-uJ1 4268 Westrootle Drve x 0EB-mo671v Wesl Palm 8eoeh, FE 3d407 a M60F N.LiTA A. i4lR h. P.E 4 P.E. SEAL/SIGNATURE/DATE noROA Uw 1 441E7 s _ CONCRM ANCHORS (SEE SCNEODIE ON sHEET 1J) Off- D.' � J A �'•' FxlmxG LJ m atsa ""{ ,bi rn�aimwD i n,mmw® �� HV CEILING INSTALLATION EAmlxc clus 0 6 /1 SCR HEK HEM TEK SCREWS O e' O.C. OR 1/4'S9' N.S. NUT C/ NU] 0 D" 0.C, i r; Rolm PWRED CO CRE]E REOURED V At D NOTE FOR 4. 1- SEE SIrtET 4 FOR TRPCX SHUTTER 4 H —(� a i5 CONCRETE ANCHORS ^ ✓ J[l./1 ]/ - 81 I (SET SCHEOJIE ON k1 9 % �/ l/ O MEET Nz i i 11'] C • ' i A f aR to ,n. 2ril r .t I„ EDGE OF (- < ` I7 18 T� . L • Z.ODSUBF" ' ` r �L-` /NJ/4' FH. 9DS �•- - UN. E.L. ). 1 `CONCl3TE AXON ON SEE NO]E IS(p) t®:d�r.:_ \ 0 9' O.F�cm+uxrz PoO'nE0 f(NCR (EEE SCXECIRE ON pl SXCCT 1 EE NONE IJ(p) REO CONCRETE: OCN SXER 14) POURED CONCRETE OR 31= QY SHEET t K A 0 RECUREp ®KEYSTONE MOUNT)NG INSTALLATION ATION O Q BY —WALL WALK -OVER INSTALLATION AVIYLL Asp. nmP PPfSIp[ .wI n pH MH t ]= — — pwaAv sunm ul r_r t THIS INSTAWRARCEiN1Y stall RE D. ETKE OSTAYCE OPFIMYF A fIC]I PERFOHUEO C ©ON SHOE! 19 E $PECRxAIwNs NI SHiE] uI AD]ACENT 10 AN OPER].AIE ETtP ♦SEE LP.fI]ATa3 OF USE FOR INSTALLATION DETAILS W/ D HV BLADE ER X. T FLORNA BUILDING CODE Non H h Ye)octty Hurricane tom `10EA , � S� % •`9 �. a9pi7 i1LiEC0. MG 02017 EASTERN METAL SUPPp. INC. A S S A Eon Shutter r nn Accordion Shutter System p 1 Kv. BLADE p1 W/ OR W/v Kv. WHEW BLADE ` gyp•%- TILLR TESTING A ENGINEERING COMPANY Amerlean $huNer Syslema ER, x pa:c]Mo. +` Q5T u.w. DAIT ]eu, s., sa. ]45, YN': M 4w6ff8. na, ]JIa A890O1a}I00, Inc. I OUR 15-085 7/]]/1: D41C W/27/17 Ppme A (Jm)pn-ts]D . Fa, : (]a]1sn-lut 4268 I-st-ads -rive : /OVAL ENG,Idt'aCiO Vlest Palm Beach, FL 33407 J vRAvgnNc ♦No 07 P.E. SEAL IS AT(/RF/DATE n0RDi 11c l 14'fi] s r.,�. Jp Isa wK:3 4' NEK WASNER HEAP TIX SCREWS a 19' D.C, ' IlMm1N11 8�() C 7 CONCFF]E .ANCHORS I A 'q (SEE SCHEdRE CW SHEEF L]) I f CDOE OF SlM Ic i j PPUC`wUF EDGE, OF , / / lRARIF VPUI RED PWREO� , EIF E. 0- NCIEEE R' FUV H HEM, W,:cNCTC ANCHOR$ .WIPED D.• E. P.° (SEE SCHODME ON Von 14) Q HV FLOOR INSTALLATION t yV WALK —OVER IN57A LATi0 99 ,pro '"vm 9 A. EDGE OF IT PoURED MT HIM CONCRETE NCHORS 'O ➢POD (sEE SCHEDIAE W sHEET 14) 11 TRENCH INSTAI 1 ennld VALID ONLY FOR UP TO r•70. -]5 PSF ksm. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE ®S. SHEET II /100 '. ILLTI1 1.' TTEXX SCCRETK E.' • , - D u' oo. r_ — 11]/e 4J/4' 80.C. -- IAT MH M'CM (M I rI/ In 0HC6,0 IN �E 51LNG GV55 INSTALLATIONS W/ (D HV kk g N� m LO' /NO AUeN41E !fJ tKK MJ SKm e. BLADE W HV CENTERMATES a �„ aEo ©�®a©p r©wlo •®� 10•®°'p•®aQ.�as OR QA "II GLASS SEE END WA ONN -: DETAILS ON SHEETS 10 & 7. '/x- °'© ® CENTERMATES I ME Y pac/.• sus o 1x' I CE E ATES o.c, ru1L I0 12- W/ NV LOCK 4 0 V OC or ,o PAR.S]oN F-i r§; ra o06MM 11 J ►�` °°:;fir`► -- ��� � ` -�''� � � � �° s OUT I ® a � HVC IO•®p©•®a©•®p HVA HVB ! POUR @.TRE,E OR ©•O • ®C°©•� • ��I _ 1 q�a® 1LJ"'® 10 •®3 aI rEA5RNG G s ETC eCOCK WnLL isnnc �01�•®a®.®°1 - _w_—_—_ — 710 5a a ! _ ou [or wars �— SYMM J6—�j ©a'61—Oj .—®a. -- �i L— •®_'�•��LS '�y/1�J CENTERMATES (,.(C)-{J��Y IN u'x. s[P/anmN — w V a • OPTIONAL ©•®41�'®'��•®" (SEE SCNNEEOME 5 UN. SEPARATION a�•® ®a 1'J k DKEMOR) ON hiEEr t1) i EE SCHHEEC (SEII IN OPRONA. ON SHEET 11) (INOJUOR) ___—_— _—__- L— — — — — OUT 1 -CONCRETE u/cxaRs 3 vARiEs 3 - a ® o uTl 6 1/2' LWt. SU K HVQ oUT E ERI°R) HVE HVF** R.ORNA BUILDING COMMENT High Velocity Hurricone Zone' \\\1 `� •''"CEN • v'? J oxon RIICCO. M 0.201] EASTERN NEAT- SUPPLY. It, sF BERTHA V,u �L A■S*S■A■ Accordion Shutter System * ' HV. RADE B1 W/ (R W/O HV. NIN70N aA X TILLIT TESTING & ENGINEERING COMPANY American Shutfar Systems "aces" MArt aPA.n er Le =- �•'•.. :'•Wes\\\ —I.., s1. u.. m Kam. worms, ,,aa, IN, Association, Inc. 1 � o"•" as Ts-oes !n/I wm w/n/17 sj - 1\ PMa, : (ess)mt-la» . Fax: (0a6)tNI-Ism 426E Westr000s Drive x "••e1(1[ •III .-m is 1aI<eoom:mm West Polm Beoch. FL DRAWING No 33407 s MALE ,, Ee-aces>m • ////I.1 ti4iLR A TWT J/. P.G A / —' O / or CfAI /CII`11ltt iOf /f1ATC L HNA�JNSTA�LLAJIQN W V " "LOC fi0 VMALE/FEMA"T" LOCKS CENTERS8 2LERS W / ail uV BLADE s '� SEE ENO CONREOON D AION SHMS 10 A 1e OUT I eLUK Osuc. ttnv Inr. vrxLtm cN SHL, e. I u 6 7 a k wi u w+Lr9au na.nx a.La Ocna wv-ew, 0 * SiE Hei[ b NN HI lCat� , T LOCY,, GN SN1i } T sTva v... uw.vw am.-n w0.1 uLac nuir.[,Mx Sea.Nat5PN1. vvN 105ie. u u vr,c5uam n Iw¢ cwwr mrtovn vwsmswr, Nn mrsn bm. w bax INSTALLATION In HHV BLADE W/ HD CENTERMAT S 01—YA,§�K O ^M, r� � w�p 7llr��p✓�FL� � ` tf) �• ® � ® is D �® ® �' L L 3 1 �11 1 b. b. oMll m.RM. We. IL EGO,Nc. TfL TESTING a ENGINEERING COMPANY !]y N1L Mh h cv,nV09. W GFCa6. R0.T.1 A won+: [500871-1530 . Po.: (UMhal-Ill, .-ma,; kaau U. F8-Cae6)19 rvKl@ A it 0 4. Y.G rtai♦mA Oe 161 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Pvlm Beach. FL 33407 'mmmwuom"wvpba®una vv vattv LK'11L4 FWttA HAX©COAL 1Qp-MA 4 W.n fW W QxRAIO(T Yi1GIP5 NY fILLfO INa Accordion Shutter System KY. HAM 81 W/ CR W/O RV. W DCW HIDE No 107 ' POURED CONCRETE DR FIGURED CONCRETE POURm CONCRETE ` CONCRETE BLOCx WALL OR CONCRETE OR CONCRETE t REOUIREO � BtAac WALL REWxtEO 9LOCK Wq(L REOURED CONCRETE µICHOR� �`S 0 16. O.C. /—EJUMNG GIASS /lJ, /—IX611NG L1A55 •L i " �E%6TN0 CLASS — i M1l. Te cuss m EO ED i0 ISASS (SEE SCNEOJ.L at S>C iON9-91EEi�190R� M l STPIRARc1 TO MASS; i I i SDNUL(E M 3EET 1/]613' MAX ISM SO431AE T (LOGIC AT t 11 FW aMCm0.tiD , W 51EET 19 fM (60fi3M. CLOSER ®k / ONS 19mAND ( ,I 0"H SIDE Or) Bpfi6(Dk PLATE. LOCATE 1/2. 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Eo 6 as 8�on�oq • scE uurtARuxs usE roc BLNE 0ON SxEET TB I OR OR t OR I OR I VIEW Y i OR ®' OR PLAN DETAIL / ^ MRm CONCAEIE OR I � . 1 .® �"'�" RLOMUREO ° «N wALL �,®w®,� ©. �w® ®^®©^®w END INSTALLATION ©'Oi '©-©•OO • ©•OO •©w©•OO •®- (1jHV BLADE OR HV WINDOW BLADE INTO ®'®'®'®'0' ®®'©' ®" CONCRETE OR CONCRETE BLOCK WALL iND CONNECTION DETAIL � ®•®.®•0w •Owr� , C ION DETAIL © FLORIDA BUILDING CODE Non High VelDc t NMr cane Zane' „1`, �P' • •GFN _ 020Ll inrz 02011 EASTERN METAL SUPPLY. INC. sF .. BERTHA Vm IL� A■S■S■A■ Accordion Shutter System kV. BADE ®T W/ OR W/0 KV, l(4ffiN SLA E 90,i��r�itUy + 1 American Shutter Systems mmrnoN R.rz Dorm m: La ,Q� TILLR TESTING k ENGINEERING COMPANY ` 4i 13 wax... 2su. st s.:m. vmex. o;noms, nam. asI Association, Inc. I _ 1 OLO t5-DRS /11 1 wrz: DT/2i/TT ,\ tt P°°"°'t'10;�t-Is'a'r°" (Sm)en-ism 4286 Westrootls Drive x S�ONAL Eat' 1 ` [0-coota, West Palm Beach, FL 33407 s DRAVANG No MOIREA 0 1. P.E. 17-107 �• tI/Ie'r• rWpOR L0 r Ial6i P.F. cfm %cTr.Marllaf !nett _..___ INSTALLAnONS VI/ MAXIMUM SHUTTER SPAAR 'L+ 'L-" ({L) FOR .EN)ERA181ES. ®k ®ar or ONE H.V. LOCK ® or C or or INSTALLAnONS VJf LL &&Q�y� ROCK LOCK ® W/ NO LOCKING RODS or ONE orb or CENTERIAAO 28®® 29 W/ ONE W/ NO LOCKING RODS F�"T' LOCK 30 W/TWO LONG (SEE NOTES T. It) uMXxN - sA. Y vx wNmPAe WALL NdJxrIW I fIOOR/`U,G 4a,.7 IIWMWG MW v MAXIMUM SHURER SPAN* -L+' R -L-- (IL) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING DS (VAJJO FOR um'mG© smart 7) CONCRETE ASe961ou IN$}eL1A1WNS PYf39 ¢ M1CCR/CF4AO YIXrt(IP5 0W OR Mi. MOURIaIp L I . (A () L•IN 30 Ifi'-O" I6'-0' 36 40 45 IS-4' 14' 3- 50 55 0I2'-2" 10 w 65 9'-5" 10'-1• 70 6'-9' 9-4' 75 INATAIARON LEGEND CONCRETE & MANSOR WOOD WALL A. B. C. D. E. IA, MOUNTING F, K PLOOR/CUEING MOUNTING G. H. I, It, J T. U.W k % & M 0 MAXIMUM SHUTIER SPAN -L+- OR R- FOR INSTALUTIONS IWO HOOD SHM1 BE UNTTEO TO HIS AV. AID. OESIGN PRESSURE RATING, t NV cosw R CENTERMAtE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDJDON /2 NOTE [5. SHEET A •1 fEIcs,t n r W+CMUM SVURDJ SPAN'..' OR'L--' AND UkUVUM AS.O DFSWG PRESSURE RUM FGR INSTAMAM t PRO CONCRETE OR CONCRETE BLOCK 519N1 BE U TUD /S Fall 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P,5.1. AND 8'-0' SPAN, SEE MOUNTING&ON SIFEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 7 •' 0 HV BLADE FLORIDA BI P2017 DUYGO, INC. IL E C O m- A,S,S.A. TILUT TESTING a ENGINEERING COMPANY American Shutter Systems .. I.H. JfiA' st, Al A!. KsD osooM FILM. ",' Association, Inc. Q : (]m)611-15]0. ra.: (3mA71-I53, 4268 WeslroDOs Drive .-. Ml.aO je. W-0=7` 9 West Palm Beach. FL 33407 .AMER A TmJr 4. P.E. RORCA Ue 1 ..167 (1) La: MAXIMUM ALGWASLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING L-: MAX. ALGWABIE SPAN mR A GIVEN NEGATIVE A5.0. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MANOMUN SPAN FOR WALL MOUNTINGS (TOP/BOITCM) OR FLOOR/CUENG GIVEN A POSRIVE AS-D. DESIGN PRESSURE RAnNG, DETERMINE MA4m1 m SPAN l+' FROM SCNEDM. GIVEN A NEGATIVE A.S.B. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN -L-' FROM SCHEOULE. FINAL UXOMUY ALLOWABLE SPAN IS EOUN. TO %C I^IVU OETERIANED SPAN BETWEEN 'Li AND -L-' (3) PROCEDURE TO DETERMINE MAXNUM SPAN FOR COMBINXIONS IN em'1 "ALL MOUNTINGS W/ FLCOR/[DUNG MGU RNGS: FOR A GIVEN POSRIVE A.S.D. DESIGN PRESSURE RATNQ DETERMWD LI-- MAX. SPAN FOR WALL MOUNTING INSrAL1AT10N5. U+- MAX SPAN FOR FLOOR/CDENG MOUWWG INSTALLATIONS. FOR A GIVEN NEGATIVE ASo. DESIGN PRESSURE RATING: DETERMINE- LI-- MA SPAN FOR WALL MOUNTING INSIALLATION, U-- MAX, SPAN FOR FLOOR/CDENG MOUNTING INSTALLATIONS. FINAL MAXIMUM AIJAH'ASE SPAN IS EQUAL TO NE MWIMUM BE1NEEN 'LW. 'L2+, 'L.- AND 'U-' (4) GO TO ANCHOR SCNEOULE IT, FINAL MWMUM PIJAWASIE SPAN AND NEGAT E AS.D. 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WSrAI[D AVD lOL%m IRYG A W SmWG FOOL pBOrlpCp BY AM, WC. B. w AJGNDB SPACING SCHEDULE FOR WSTALLAw, BOB WINO, F1URE ButixDW ON SHEET u. As LODTEO BE VAN ANTI DE9GN LOAD (SEE NOTES 1 & 2 ABENO. T. SE AVWOR SPACM SOIEyDtE FDR WS1pL1ATgN5 WTp PCWRE0 GONOiETE OR OONOAETC BLOCK WAL ON SNEE)S 12 & IS AS UDRED BY EPA1 AND OLSON LOAD (SEE NOES 1 & 2 ABOVE). B. %VNWW SEPARADON TD C S EDULE. PER ASTI, E-19ft WN LODE YWnFBY SEPAFUTION RF GVSS 1 TWTU ] K 62r ALTERNATE OPPOS1Na C ENTER .lS� W/ U= AND W! lh OR 25 (eL'L' NOTE l 180 / rvWAv3\`\t y�'�4I. \� '•2S / A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drw, West Palm Beach, FL 33407 02017 EASTERN METµ SUPPLY, WC. BE HA VTN Accordion Shutter System KV. BIDDE'®T W/ OR W/o HV. W HM BIDE No 107 ASINW A-cCURE w Mn. 9-0 9MY, STEEL, I' Ma�R_1 NOK bN06 AT Ib' 9O. u LVI u , C, 3 4•. 6 1(C. onm• tNICN ual 43e 430 c Wv, TEFL lwu ckwnSL `a SD.C. 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