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HomeMy WebLinkAboutPLANS1. BERTHA H.V: ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OWDIIENT (P.E.DJ HAS BEEN VERIFIED FOR COMPLIANCE IN AGWRO4ICE WITH ME 2D1] (BTU MUCH) OF ME fLOTO RAGING CODE. THIS ACCOROON SHU BEE SYSTEM SAL NOT BE NIALLED SAT HIGH VELOCITY HURRICANE 20NI DESIGN WIND LOADS SNAIL BE DEIEFNINEO AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REDUtRED BY ME JURISDICTION YMOE EHUMM WILL BE INSTALLED OUR A DIREMONNJFY FACTOR Ke>0.85, USING AECE 7-10 MD SHALL NOT EKCEEO ME MAXMUM (ASD.) DESIGN PRESSURE UtUI INDICATED ON SHEETS I THOU 15. 19 & 20. IN ORDER TO MERRY ME ABOVE CONDITION, ULTMATE DESIGN WIND LOADS DETERMINED PEN ASCE 7-10 ORAL BE FIRST REDUCED M &S,O. DESIGN WINO LOADS BY MU.TIPLTTNB THEM BY ME IN OMERTO COMPARE THESE W/ MAX. (&SO) DESIGN PRESSURE RATINGS WDJG TM ON GREETS 11 iNR, 15, 19 & 2O W =0 TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E,G. AS TESTED WERE NOT OVER STRESSED, A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS y@ USED IN THEIR ANN.YSS. HDWEVFR, A WINO DURATION FACTOR M-1- 0 WAS USED FOR VFAIFCARON OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SY5TEM'S ADEQUACY TOR WIND AND WiGE MOVIE IMPACTF LONG HAS GEM v,RM W ACCORDANCE MR SECTION An. REPORTS: 1609.1.2 OF ME MOPE MENTIONED CODE AS PER -M BLADE (D 00214.0t-03. 10715,01-03. J10DROI-SE J1214D1-05, 103I7.02-06, 10609.01-10 AND JO210.01-1I AS PER TM-201. TAS-202 AND TAS-203 PROTOCOLG AND ASTM E-RRS ARE E-1996 STANDARDS (MISSILE LEVEL D. W,NO ZONES 1. 2 & 3) & J1220MI-10 AS PER TAS 201, 203 AT 203 PROTOCOLS URGE MISSILE. -HV WINDOW BLADE 9 /0505.01-08 AS PER ASTM E-ISAS AND E-1996 (MLSSRE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND J 072SUR-BB AS PLR TAO E02 PROTOCOL 2. FN BLARE Or AND FN "NDOW BIDE 0 ARE MCNEERED TO WORK W UNISON WON EACH OTHER UNDER ME DENEPIL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA N.V. ACCORDION FINS MY SCREWS). USED AT DIMES KNUCNLE AND FOR DIRECT MOUNT CONNECTION TO TRUCKS SXW1. BE J14K175- AND J14x1.75• RESPECTIVELY, 410-W MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135YI .0 W ELD STRENGTH AND IOU AM TENSILE STRENGTH. PUNS SNAIL BE CUAno WON OERTIA W UAMOSHIELD GOADING SYSTEN AS ES 4ANUFACNRED BY MPRSERI COMING APPLICATORS, REO6TETff6 I fIN AMERICAN SHURFR WSTEFAS A550aA110N. PINS MUST BEAR ME NV NARKING ON MOO HEAD. 4. ALL ALUMINUM C RUSIONS SHALL BE ALUMINUM ASEOCURGN ALLOY AND TEMPER AS ALLOY. INDICATED ON SHEETS 2 AND 3. MMMUIF WED SnWNGM FOR 8063-T6 ALLOY IS 30.0 LM ANtl 35.7 kFi FOR 6o05-TS 5, ALL SCREWS TO BE GEARLESS STEEL 304 OR 316 AS SERIES OR WITUROSION RESISTANT COATED CARBON STEEL AS PER OW SO01B WITH 50 Eyl MIN. WEIU SHOEHORN ANO 90 ,,; MI TENSER STRENQM, AND SNALL COMPLY W/ FLORIDA SUND;NO CODE SECTION 2411.3.3.4. 6. ITS TO BE AStM A-307 GALVANIZED STEEL OR AS 304 OR 316 SEINES STAINLESS STEEL WITH 35 U4 MINIMUM VELD SIBENUMN, 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFTGANONS: NV OUNCE O : 12,13,14.15 AND 20 W OUDE 0 & EJ WORKING IN UNISON! 11 13 & 15 8. THIS BERTHA N.V. ACCOADION SHUHUR SYSTEM DEARS A U.B. PARENT i6'779582. COMPONENTS OF THIS APPRWAL ME CCAEREL IN WHOLE OR W PARE BY U.S. PATENT t5'45B,179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE ME RESPONSIBILITY Cr ME CONTWMOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTER TO TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEN,/CAULK ALL SNUFFER COMPONENT EDGES WHICH RFMRN, THRU FASTEMNG IN CONTINUOUS CONTACT TRH THE BUILDING TO PREVENT WIND/RNN INIRUSYON. TO. EACH UNIT MUST BEAR PERMANENT LABEL IN A MISSILE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL MY AND HD CENIERMMES MD ENGAGE OR LOCI( ALL W AND HO LUCKS. I I- SHUTER MAWFACNREN'S LABEL GWlLL BE LOCATED ON A REMRY TUSSLE UXCVWN AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION t7W.9.3 OF FLORIDA SURGING CUDE DINE LABEL SHOAL BE PLACED FOR EVERY OPENING. LABELING TD COMPLY WITH SECRET, 17OUT1.2 OF ME FLORIDA BUILDING WI 12. BERTHA N.V. ACCOROKW SHU SYSTIAIG INSTALLATION SNAIL COMPLY WITH SPECS INDICATED IN MIS DRAWING PLUS MY BUILDING AND ZONING REGULAWNS PROVIDED BY ME NRISOCTIOX WHERE PERMS TO APPLIED To. 13. (0) MIS P.E.D. PREPARED BY THIS MOINEM IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT; i.e. WHERE ME S11E CONDITIONS DE1M1E FROM ME P.EO. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY BF MIS PRODUCT, MM ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVNIE FROM THE CONDITIONS DETAILED ON MS DOCUMENT, CONSTRUCTION SAFETY AT DOE IS ME CONTRACTOR'S RESPONSIBILITY. (b) THIS RED. WILL BE CONSIDERED IMVAI.IU IF ALRERED BY ANY MEANS, (A) SRE SPECIFIC PDOJECTS SHALL BE PREPARED BY A FLORIDA RECOWERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF REGGIO (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.O. ENGINEER OF RECORD. ACTING M A CELEGGED ENGINEER TO ME P.EO. MO:NEER SHA L SUBMIT TO THIS LATTER ME SOE SPECIFIC DRAWINGS FOR RENEW. (4) OIL IWL P.ED. SHNL BEM ME DATE AND ORIGINAL SEAL AND SICRUTURE OF ME ENGINEER OF RECORD THAT PREPARED O. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35-44 SHEET 4 rR IGL WINDOW RUDE & WINDOW DETAIL ARF6 71 HV BLADE (D AND HV V^ADOW WERE APPI RauWF) BLADE ILA TYPICAL SHUTTER ELLVATION At NOTES ON LOCKS SHEET 5 INSTALLATION DUMB A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS GI CONCRETE/BLOCK SHEET 7 CENTEMMO E DETAILS HV SHEET 8 CEMERMATE ALTERNATING DETAILS MA SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/eUOCK SHEET t0 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- MIICREFE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 WSTALUDON OEFMLS M-R, WOOD SHEET 16 WSTMUTION DETAILS S-K, WOW SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WOOD ASFA 3, HV WINDOW BLADE Nis SHEET to ONf Y TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4C HV WMDOW GLAD n ON INSTALLATION DETAILS, METAL STUB WALLS Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNEDC/,/(}[/( BY St. Lucie County O\? , ... ......-V ; �. �\GENgF;�9' U tit It U� r a,AA :F(s '••. R..••` \ sOI • S/ORfm �— "d PF ZT'AF6GIRbA1LI melons VW17 nUM0. INC. IL EC O EBa. A.S.S.A. American Shatter Systems Association, Inc. 4266 Westroods Drive West PDIm Beach, FL 33407 1930i] EASTERN NETLL SUPPLY, WC BER VTM Accordion Shutter System Hv. MADE 1 w� U( w/0 Hv. W DUN BADE TILLR TESTING & ENGINEERING COMPANY posy R.W. xis, sl N.. 36y. vWPvv.0N0MA M1mOA an P^ `IM)WI-IMO-I-r(305JBngs31 P�IR��a9 wm °ALTER A RLuFIL. P.E. FLOBIDA LT. /1.167 n. x azw mbx Dort oR m 9 Lc 1 OLO 15-CBS Z] I Wln W/27/17 2 3 DRAWING No 17-107 ------ 4 , lOER US PATENT If 5458179 V WINDOW BLADE OF USE OF BLALI ON SHEET 19 660BY ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV DLADE Cll J 63-T6 ALLOY A OSSMPE 5� 191 )• q. -I 63• — 063' r so" _ D 670 s�ses—i ,,.7�,..1JJ HV CEILING HEADER QUAlIF1ED FOR USE W/ HV BLADE I ONLY, SEE SECTIONS FOR VALIDI 6063-T6 ALLOY AND TEMPER MY %MHY Wtt J,.s 16 SIDE ANGLES OUAUFlED FOR USE W/ HV BLADE {i) I, 3�,HV UNIVERSAL FLOATEa QUALIFIED FOR USE W/ HV BLADE 6005-T5 ALLOY AND TEMPER Is `!� HV HEADER/SILL QUALIFIED0633RT6 SnlLO� AND eMPER' )ONL ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE (I' ONLY. 6063-T6 ALLOY AND TEMPER 04 ,1A QUNJFiEO FOR U E W NV BLADE I 6063-T6 ALLOY TEMPER, 8Q HV WALK —OVER TRACK QUALIFIED FOR U„$E W/ HV B ADE I 6063-T6 ALLOY D TEMPER COMPONEM ♦ B TI Tx i I 0192• 0.192" T• MIS. 0.I90' 0.190- e v 0 HV BOVISD• STARTER QUAUFIED F�OR USE W/ HV BLADE (1J 646S-T6 ALLOY AND TEMPER 6)0' 047 N 1x3J ezD — 0HV TRENCH TRACK QUALIFIED FOR USE W/ HV SLADEQ ONLY. (.7 RAINGUARD OHVUAUFlED FOR U((�1)E vr/ HV 6063-T6 BLL�YE k 0 TEMPER, ,, 11i` pV V... �. �l(�/l .. OEN ✓— :• � sF•.,,y� /w. �J /'All ? fj ' • ATE OF � ,lxs7e)1-1ma. ORION -"4, ,l VS/ • ••• t�j111] pA� c��p P F''*� f iCrnA�aroY 4 /nntr ;Tgttw4 al> CO. (L E p /'� S $ A • • BfICCD $hMHef SY8}eT8 A9GOCIOROTI. INC. Q268 Westroods 9rry West POIM Beaah, F L 37QO7 03017 EASTERN METAL SUPPLY. MC. RTHA VTM Accordion Shutter System HV. BLADE #1 W/ D2 w/o HV. wNEw BLADE TIWT TESTING 8 ENGINEERING. COMPANY e]s} x,m, Jtsl n.. M.. ]oa MacnM vRmrsnam. u�P F..: L]osl6)1-Ts31 o-mm: lama o d. em WM.IFfl A iILN Jr. P.E. ttORDA YUJ 1AI6T Le. Uw 19-oRs )np aMe oT/]J/n JA DRAWING No 17-107 ..,--.. ] HV CENTERMATE FOR USE VI/ HV BLADEO& 6063-TO ALLOY AND TEMPER I 6. PU'" Pew EUNAMMl HV MALE "T" LOCK CENTcaueTE LOOKER FOR "T" LOOK - NTERMATE OUALIFIED FOR USE W/ NV BLADE {I 0� NY QUALIFIED FOR USE W/ W BLADE If ONLY 6063-T6 ALLOY AND TEMPER '-� 6063-T6 ALLOY AND TEMPER IVT ti O6J' •y � q G ROD, QUALIFIED FOR USE W/ NV BLADE i & Q 6063-TG ALLOY AND TEMPER LOCKING RODS QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER INSTALLATION VALE REQUIRE A 7116 6063-TO w4375'. �� HV 3,/8.0 16 A( $t ND CENTERMAT ' IN RT QNAURED FOR USE Wl NV BLADE I & 1 6063-TS ALLOY , TEMPER tl/2- •�IH'o 3i HV 1/4" 0- 0 AI I 304 a010 IS. THUMBSGREM OVALIMLL) FOR USE VI/ HV BLADE 10 ,Ef P IN4, C56 tUltll wC& BPASS Lnw001 (aRwE A.1m) i HV EGRESS LOCK QUALIFIED FOR USE W/ FN BLADE 10 & @ ONLY. N .J60' AFTER RNERNC BEFORE RIVETING 1 /4"0-20 RIVNUT* MI-13 AUwO us6E F I IMM Ito. A5 RANIIFACRAIED m AYDR M. MEN Jf IN OJON OF E FOR USE VI/ NV )E QONLY. Deis Mw, 1 .125- M"i. � n - iMINB'UgN rnw0D2 oq NET' 15�a) nvuDEe 1.26 ua.. BY RED" HARDWARE HD C MORTISE LEEKS SERIES SERIES 2133 NO�O,�K, BOLL I.M. _ OUAUFIED FOR USE W/ LN BLADE O& CA, •o E`I111PP�'`eTTTzl!(�/l 1 ��66. 'P s. STATE OF ' C2017 ➢ERGO, W0. IL ECO tN�. TILLIE TESTING & ENGINEERING COMPANY AT" R.I. Jsw 64:I. -2 eA 6NWe+s. RcM , ml reo.• : (JDSYm1-15JD . r"• : (J All-1531 �s 4B.:171. M wuJEnAa"nuR Hr. P.E, noGaA U:. A ao6T A.S,�'.A. American ShuNer S'/StBT9 Association, Inc. 4258 Westroods Drive West Polm 8e00h, FL 33407 02017 EASTERN VUA, SUi LY, INC. _ B RT A M Accordion Shutter System KV. HOLE i W/ OR W/0 HV.WNM R.ADE OY., a BLSCannou DArz Du•.Tr ac Lc. 1 a D 15-offs T/2T/1 aR: OA/2l v O �� OAID(P:� `� sA -. tS Rl� 15` 111 P.E."SFAIIQ A TiPF'/Herr 2 J DRAW NG No %— 07 a SHUTTER ASSEMBLY SCHEDULE FOR HV (a HV QP� lT HV BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® N4 NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"K3/I6" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RKVS 4� NY 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN WJ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR �`- ) J H' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVOR OR HV 1@ BLADE. TYPIISHLTTER ASSEMBLY N..s. (2) H4 PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(1D aa32+•-L BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 19 \ 0 r 3) HV PIN 0 OR ® W/ 1/2" O,0, 1/I6" THICK S.S. WASHER iYP V _;HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. A. SHEET p0 WHEEL CARRIAGE DETAIL �' T5. AREMBLY LAYOUT N.T.S. GU E'S K,.NCItIE 2 EXTERIOR 1 Or] I 4_`l ' etAOE .0625' N.�rnW < K.. .W3 p8]5' u� • Ie •1 f�.A1� POIYCARBDN)L IMPACT R NV tnNDOtl II BASER UV -STON 3103 POLYCARBONATE91 RESINS, UwSASTIC LE GRADE OR SABIC (SEEINNONOTE PLASTIC HEFT 103 )- RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 .wur a[ xw4] +mca mvowriu sa¢vm wm¢ ®a7em �xsrev sseuw vxu..< +sry v]vv v6w m' • v<w m/a ] snuxclx Arn n+3v omvi cmecl. o +wn iolx o1w I ,Sm o... .x.aa Rnva7l vn<Vu esnr 6]q3 :w.ew eat YS,a» a•a ">� Izw •.new.... Am oax 14 n.eAe n rt-n/. SV[RF EpL1Y AyY p7d.3 <]S S µ,3 5 PM sm yr 9vmmv Am avu o-1 m]as C-1 axa �Ansaeu Alb v13s Tav[ s]axsm rrlm ArAlwxtt Asro we nw v.1 es<v ws +a1^1c zluss ,awe ennK�x u7u ea e<v1 a.•c evev vu. cza» nocco. M. ®zan El RN OVAL SUPPLY, INC. - -- " �L ` A.S.S.A■ RT H T,A Accordion Shutter System '•. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ILK esnE S7 W/ OR W/O HK LNPUOW BADE \ O,� v[snimvx v4e vxAxx ec >.a .. (E)nlTli'•::'•fV ,\\ Boss x.e.:e.n. s4 m, sm. vamru vµva;3, r\vu„a ssi Association, Inc. , GW t5-095 ) 7/1 IMM 07 27/17 Pnons ; (305)871-I530 /m : tws)al1-wl 4268 Weslroads Drive •'� f \r ti�..1 .,: ,°; -.°<°°°a,<°'^ ER-�x719 West Poim Beach, FL 33407 s DRAWING No :. ... WKIER A I T al. P.E 17-107 a P.E. SEAL/SIGNATURE/OAT, naxw. Ua 1 a+167 6 rt III J hI'I • i m' V' "J * YJdL.J• lam)' � a �sl•Qed��3•CB)d(�e�-ni d 08 TYPICAL f) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CEN'TERMATE NE NY PACK m `f3 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAY i0R SPANS UP TO IO$', AND FOR INST DONS,(T ANY MAY BE USED AS AN INSTOE OR OUTSIDE LOCK, ATTACHED T0v OR �i • 1/2' TANG FLAT HEAD B.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED -OK IESIR R FOR SECVRNY PURPoSES, UP TO TWO Hv.A� USED %5 AN INSIDE OR OUTSDE LOCK CONNECRON OF LOCKS TO CENTERMATES 6 AS INDICATED ON TYPICAL SHUTTER ELEVATION. ALSO BE USED AT STACKING POSITION (NON HURRICANE POSUION) -- e� �' •'c'r'"'•nnrc ucv:cc • ONE HV LOCK 2� i1'0 SHALL BE USED AT eS_ cCORNER CEEDffgµe{>t} R'0ANY SPAN ' INSTALUTIONS AT i N\-k Y UTSIDE OR INSIDE LOCK. HED i0 CORNER CENTERMATE W/(2) 14 P-20 x 1/2• LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS �B IP h B OM SHALL BE USED. LOCATION dF LOCK SHALL BE AS INDICTED ON TWILL SHUTTER ELEVATION. IUM SHUTTER $PAN SHALT. BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET Il OF 1/4'0-2NJ/4- S.S. THUMBSCREW TO 0 OR @' CENTERMATES SHALL BE MADE W/ t/4'0-20xJ/A•-µUM..... RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LACK SHALL BE USED At 1/2 OF SHUTTER $PAN OR TWO LOCKS AT 1/3 OF SHUTTER SPA'. 5. MANDATDRY CCnNOTBON IT MRMOUNTING-'A' ONE W LOCK 03 or a or @ $HALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IV ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98'. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 6 m 0 a @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 K I/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ OR Q: TOP AND BOTTOM IS COMPLETELY MANDATORY, �• 4L F SLI . LOCK BOLT 'NOTE_S�ON,�Hp_hQCKS & CENTERMATESe i iY� KD CLNIFRY TES E µTERNATE HD LOCK( Me E USED eT MEU Of RV LOLT(S a dt � FOR ANY SPAN AND INSYALIANON$ AT ANY EUBWTIOK ALTERNATE HD LOCK MAY BE USED AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF HO LOCK TO @ IS W/ 3 d8 A 3/8- F.H. S.S.M.£, AND INCLUDES REMfORCENENT INSTTiT Ji A4 SHOWN ON SECTIONS HOB -NAND HDC-HX. SHEET 10. LOCI( MAY DE INSTNLUD AT MID$PA4 OR 12- MAXIMUM BELOW OR ABOVE MIDSPAN. ME OF LOCKING RODS CS., 5 COMPLETELY OPTIONAL. ... j V 02017 DLTECO. INC. 02017 EASTERN METAL SUPPLY, INC. TM Accordion Shutter System ♦ ` > IL EC O A. S.S.A. t �•'., �,•• 7� , ENa. T6UT American ShUMer slams KV. EIADE AI W/ CR W/D RV. V MOW BADE PrscAanoN DATL uuwN Be Lc. O '• 1Y TESTING d( ENGINEERING COMPANY ass nr. xa R s:.Oos, NRGtM, noa¢+• sl claff%Vestr. (TIC. 1 OLD 1$-OBS 7 27/1 OVU, 07 27/17 - F rna.: (Do pTen-Ism . ro.: (SD2Taf1-13DI -mwe HDl«�LFoor.wm 265Ass 4268 Wesh0D1L Driva West Palm Seach, FL 33407 '• 'r� \�s d1 '--s ` a 3 DRAWING No ONALi WW's ApLur r.. P.E 17-107 . P.F. SFAi•7CfBUA'{IIRF /neTC �Kd•L'c /.s142 ,. PWREO ONCE McHoRs POURED (SEE SCDLRE M HE EO OR CONLRE)E BET OOK LONCPEtE '� REOURMEO_ CONCRETE- SHEET 137 REOUIREO�\y� REQUIRED 1/a'm-6- CONCRETE i-NeACHME ' � ANCHORS f \ ' 1 J 1 B pE vRE N]IINT!HI ON RMl O� ANCHORS SCREWS (SEE SCHEDULE ON W/ 1/4'-IO tsveCONWHRETE (SEE SCNEWt£ ON SHEET IS) � - SNEET IS) xU15 O 12' O.C. 12I/4b-10a.3J4' \ S.S.cNMf -Mn. MIND 11/4-20 flos a I2' D'a 4/2' E 0.a 230" MN.. a �. - 'iY 3 Fn 6_-- _ 1 IU3 aP IS jE 1 E -O• I I' ,2S0' 1 WFN 1 DPTIOINu -I E.D.• IaN N,unNH OPRONAL Is II EB.WK�'Np ' �, 1 1 OR(13* SIN. SEPARITWN 1 a aaT ,m txH E10� 9A�Q•4 Q� I I 1 EYISiINC 70 GIASS DtlSE �-r—ISEE SCHEWtE ON SHECi III N. SEPARATION TO OAie 7 SEE S[HEWLE ON SHEET 11) I I ry MIND C ASS-- ' @ HV WALL HEADER INSTALLATION (� BY —WALL HEAD AU ATION + KEYSTONE [ snxD G Ip OAA y; HI --,h7OR NW. SEPARA: N TO I 1 1 MIN. CHEDUut N Tp GIAS$ E'p$TCJG J (SEE SLHEOViE ON SHEET 11) 1 ` (SEE IE ECHEWON OHM I I) emma 0� EMMI G [ oPToluL I : E. O• I , I E.O. , r-I 13 0 15 LL 1/2 /2 13 RR 1y. . _ O ED]I I — 12 oR1'1 --- HEADEO FW-TP S \\\ I ----//)— j `-(SECRETEMuE ON t 1 18 �O MApryNE $CREN5 a51Hp, j l' 1/4'm-20.3/4' S.S. PHRLPS DpNCREIE MVCMpR^a (SEE SCHEOVIE ON SHEET IS) CONCRETE � t' 1/4•-20 NUTS O 11' O.C. Mfn. ((SEE SCHEMI ON DRUBS XFAp M4CMWE SCREWS W/ 1/4'-20 NUTS a 12' O.C. PORED CONCRETE- SIIEEi IS) I, PETE RLOCK IUMED OR COMCREIE BLOCN HEMMED � HV WALL SILL INSTALLATION (SEE ON RED CONCRETE SHEET 14) OHV WALL SILL INSTALLATION OR CONCRETE. BLOCK Wa HEMMED (g) RV -WALL SILL INSTALLATION I KMF NARON OF SFCi 0Y9; iN£ET4 MR TWP slIMER INSTALLATION DETAILS W/ a E'0. ^ CDOE MSTNICC RING SMTIO16 CNN BE CONBINEO AY TO SW ANY INSINUATION. (SEE SPforanONS CN SHEET 13) F AAA • SEE U AD015 OF USE FOR ' EWE �5w SHEET IG C_1) HV BLADE AIL 7/ '' FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zane ad' `:'�,�rIE S.''.••vp �y .2017 T4iEW. INC. 02017 EASTERN NET& SUPPLY.WC. \,\\\ .` q R A V = IL EC O /N�. A•S• S• A • Accordion Shutter System •'•• NV. BADE #i W/ OR W/0 KV. WND 040E NJ Z. SF�� ••T \ TILUT TESTING A ENGINEERING COMPANY American Shutter Systems [v. a Oft. sRx Assoctatlan. Ina. I O.D 15-05S wrz ORLMN ]/2i/1 Rc Lc. wm W/2i/A �� •... �� �}� flm° I {305)e>I-13M . ra, : (3p3)B)I AE31 4268 We.troods Drive 2 's/OMAL EN,'N+ ' Fs wac °°d' West Palrn Beach, I 3J407 3 ORAVANG No psi. r '.. AnKrm•' E9-6),m wNSOR A T4WO J. 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DESION PRESSURE RATING k FOR SPANS PER SCHEDULE IS. SNEE( 11 M: Na- I!4]U xURR9 1 l 1jET l 17 18 D I •. pT1 Rm xWWJ;.' S 2.W MIN.7OR8 MRWIWN .41 TIMM MuauN6 o 8H3/<- Al \-I144/4' ExSD.S, M E.D. CONCRETE N riD\ $EE NOTE IS(D) 9- D.0p ICaE2 fCDON ON SREEi MINE IR�� K SIRM14PoURED CaNCCTE N SEE, OR CONCRETE MCI( '--�%• . • FLOOR INSTALATION REQUIRED oN N_EYSTONE MOUNTING IN TA I ATION © NV WALL WALK -OVER INSTA E ATION H4%aw Asa Mixulul! sHIlITLR m�W e'-rt N9R: THIS INSTAI1AT10N SHALE DE REVOVAR'.0 WNEN PERIFORNEO ADNCEHT TO AN WERASEE EM ♦ SEE L}9 ADDNS CF USE fpR OR ENTRANCE RUDE 1�rA,oN 9HEET 19 INSTALLATION DETAILS W/ (1) HV BLADE FR A. T11 st FLORIDA BUILDING CODE &n Nigh Velocity Hurricane Zone +y�CENSF•. % 02017 MUCO. INIL ®2D1) EASTERN METAL SUPPLY. INC. ASSA ETa TM 1L EC o IMD. ll Accordion Shutter System �Kv. MAX p, w0" at W/O RV.. xtrooA� et wE T)LUT TESTING &ENGINEERING COMPANY American Shutter Systems W9CRIPRDN '�R••IOA`.-�.T4•�'. -sp40A 4)vPRnww,.v ):sa(3. may. aMrlr-. m)m3,0 x.xuFxo.A:aNm 1vla Association, Inc. OLD 15-d)m))tt cwwN On L)/q(s),]I-e1 4268 W¢stroods Drive x E-0000's s<m West PCNI Beach, FL 33407 3 DRAWING No 'r r/Arrsrr w4lCR A ]1IIT fir. P.C. 4 El 1 / �� 0f /SICNATIIRFAIATC FLORA W 1441E1 i 4 oUT QUAILS N SHEETS 10 & 18 .!' SEC WES cu LcouRc Robs e . " I.CcKs © w IN E%MING OIASS INSTALLATIONS W1 1 HV H6^„<RN EW LCCk 0 Gn EET a. i ** BLADE W HV CENTERMATES BJOE OESI V4lb nMµ en+rzR«ATEs Tcs wI ePPuunoN WIfN auaE© 10•�Sdp. O SEE END WAL ONN TIOI r�lsnxc cuss DETAILS ON H �T . f0 k --1 ._..___. ----__--- _._,-. ®•©gdp•�w©•pw----_.._.--L ----'— .--_—--_— -4 xtx•.Iro'N•b'-o 6063-T6 01 4LUu. IfK-- °"p 7' 6 1/2• 2. . Wf 1) I/. R VPCON u+to c6RCRETE /rOP/BorION) A 1/i 2cPs d©"® MMETRYC j CENTERMATES a,1/2• sx.a ro meE Ai EnCx N A6LE YP) iI +mn/v sNs, o Ir T Aft PAR4iWN O.C. FLL l&. W/ C I �)ES To S W///���/ ►►YHHV LOCK CHE (SEE SE SE SMEET I1 I ___...-._-.—__—_ - _ -__-- 2 J>© 3 L®w® HVA 0 UVI3 w�d 7 dO 10 'p« EKISTING CUSS POUR OSYRETE OR w I D • 5. _' 3 « EOU [gyp LOCK WALLuss �8 _®d©9.®w�. �5 D`EwrnN - SYMM IN `-'•O•©°RlJ'�•®°A m:n. sEPrwnov s--� J cuss d CENTERMATES— ©•®dp•pd®,pd TOOIA6 5 I .1 « W L0 i OPr4GwLL � (SEE SCHEDULE MwTO pARAOLASON ®•0 � 0 * / H MiERiOP) O•Bd OB •®«l"J�� ON SHEET ii) .I ISM smrma IN OP 0wp•� I ON SHEET IY) (wiERWP) _J__-_- _ -- L OUT - r— LLONCE 1 .i ANCis'HORS O.C. 3 vAailg � I 3— �t o OUT 6 1/2- MA%. St CK (EXTERIOR) HVF HVD oUT HVE ** a FLORIDA BUILDING CODE (Mon High Velocity Hurricone Zone "`,10ENSL.'•.,. �y3 UICt) TRUCE. R+c. 02017 EASTERN UEIAL SUPPLY. INC. = ASSA BEo A VM L EGO IMc. Accordion Shutter System 'A• ".Accordion #1 W/ OR W/O H.V. WNDOV SIAM ,<f+`X1's ^rNrr•• 11 Ai_ eU}Pund,..R:o- h.. Su. -0`9, va6Ru ' cuvars. n[noA 0>16 American Shutter Systems TESTING & ENGINEERING COMPANY Association. Inc. I Do 6AN 6RHAm8 6: /L -5 7/2T/tr orz: . .72Tc/17E1r(yo)B>I-15M. F. (xe-I6a1 4268 West,ca0s DriveerWest Palm Beech, FL 33407 DRAWING No/ONALE�Ge'suasia `N4 R AnW1 ,. P.E. Aa noOnAe'tKae2 S17—'07 P.E. SEAL/SIGNATURE/DATE 0 0 ALIERNATE INSTALLATIQN" " LOC MALE/FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS y/ n HV BLADE SEE ENO CONNECTION QVA111 ON SHEETS 10 a 18 Marx.c nss -0UT vc..{ IN �f aua G?swn ttnn wr, as-.wtm ex van 6. b Mt .] uxhni]µ Ry1W0 wqC®BCfr.'1 :W-wD . w®R©• Oeb 1U •�w rtRY ✓,iD M 114T SMai• WY 2E UKO WrtM RRi K1EkW ldW6�w69i. Rlw�.:fOw xon .nc oxxa n"s sxm. 4 SEE NOIC 8 r6P :N IOCM® , T LOCM. W CNZT 5, t seats e... uu+a�w (mxI-n Buoh vntt rwnx ]uw sxm mrsrPr. vm ! 6BSB. rs wxunnvay s. Ivon arcRRY rznnw, v YsiCv[m. xn +rPxY oros. Os [auy __________________________ s /V 2" OUT t/a^ m-zo . t f/z" sss .M. y W/ 7/8"0 x 3/32" WINGNUT. 9 HV "T` LOCK (OUTSIDE)" LL�[����Q 3!* :De . r 1. L VN17 ➢LIEee, NC. l TILUT TESTING 8 ENGINEERING COMPANY v:Nm : (3os)es_INo . rw : (xs)sn-mn -wm: nmmnaecow Fm-WOSIIB WILIER A hLLR1 4, P.C. rEBap4 tla H16) wm�)HDFIMVB OUT $YMMETRLCAL HD CST R AT 5 W4O K (Et{j[RIOR1 A.S. V .A. American Shutter Systems Association, Inc, 4268 Westroods Drive West Pohn Beach, FL 33407 SXMMETRICAL HI CAM —MATES W/ LOCK (INTEFM- sx .ores w ixv,o .0 • ic®ww w vcsr s wwau naroa awtC4 cent .x-wm n rvm m I.e aN[wam ✓r++emnmx exa0 KK BADE #1 W/ OR AWING No 17-107 POURED CvN3IETE OR --_—-REQUIRED CONCRETE BLOCK WALL CONCRETE ANCHOR- EXISTING GLASrS ff 2-MRL- --r-_] $L,I E0�{y-� MN. GEFwMiroN SO TO aASs (SEE i `A60aE Ox S12T 1/i6'.J" IJAk II FOR gpDE QAND (6063- CRH/[�R ONSHEET 19 FORw eAt6O& QA CLOSER PLATE, 1/2' SDE) 0r V) 1-- AT ERHER S10E MN MN 1/2 WIN, oi,& IINI/2' S.M.$-,/ #10.1/2' SW,S. a Is. OA —_—_— G IB- D.C, I . 1 OR ®' SEE DCTNL % rpR ( OR w e . ] 8 1 -0- SIDE TO iRACOK$ _ /- EXISTING GLASS aAAs (ETEaA<.B (sE u WRIsm6 CONCRETE ANCHOR! �m . SLAOES.(DR'QA} 1 Z}MNV. f D.0 _ / 2• MIN. 5 1 OR i-• OCONCRETE OR ®w©•C w®w® CRNCE REONREO BLOCK WALL 10 6 © O'pw( END CONNECTION DETAIL 5 O ®•®w© a ®w®•a I SO 2' UN, �E%IsnNc G i _ rEXISTING GV55 MN c" > 2' MM. E%R'fINO CtA55 m c ASS (SEE I - •�•1' I. � - r i Ili IE�a�OAo ro GAa � ' ' ux ssaural W SHEET is RNT SaE(Y1E CN 9QT i I' TO CIA95 (SS ON 91FEf 19 0.M10 1�• lfi aUts w N& BIAa3p3 Q)) I__� im S OEJ 19 i I I I exEsps 4 USE I. OR 2' MA%. i AUMINUM CUP NiCLE "-~ (6063-T6 ALLOY) AT MIDHEIGK i (9 8wd/2' S.U.S. Tops t t (2)1/4'0 TAPCONS ANCHORS TO SEE DUAL % F WALL AT I. O.0 (LOCATE AT SIM CONNECO N 1 OR ®A pTHEA SIDE OF@) ) OR ®' TO TRAC S ^ wQ.V ©wOwl�•®w SEE DETAIL%FO 6 K)�,w- 8 6 •®w i t�� SIDE CONNECTION wt3'w©•Qw Ba IO •®w DE TAI Q END CONNECTION DETAIL END CONNECTION D TAI ONCRETE OR i REONREO ONLY FOR ;PANT ",TEN TNAN 12'-O• CONCRETE REOI61RE0 BLOCK YJµI GLASS 4 IFATA`! YD Z x_---:n� MIN. TO SCHEDULE -------'_` 7" �-.__ ©oROOR�pH "FORBADE: 9RRN✓D 4 .. _ __ �OR©OR�OR� `-6 6J�ab O6:p 6 OR®OR�OR ♦ 5[E M �I AON S OF USE is FOR © © ® ® VIEW v BODE EINON SHEET is j pp OR ( OR) Ofl l© VIEW Y 1 OR �' PLAN DETAIL y F1,.lA_hl./l_relr.K?._ DETAIL X 02017 mm 02017 CLSIERN 1AETAL SUPPLY. INC. BERA.S.S.A. ra TIA Accordion Shutter System > ' �L.p �LSA 1� 3 6S American ShUtfer Systems Association, Inc. 4268 Westraads Drive West Palm Beach, F7. 33407 H.V. &gE #1 W/ OR W/0 HV. 'MNOON %xx TILUT TESTING & ENGINEERING COMPANY WITS AW 35A U. 51., M RRI eVS. R0.A 314, Pnww : (M)D71-1530. Fe.: (305)87i-uv -mom elu;ee,e,mm 19 ..TER Tellll' J, P.E. 1L014GR Uc 1 44167 w, NJ maws. IDA¢ �AAN m. La I CtO IS-0$6 )72z/1 wtt: 0]/2]/t2 ] s pRAWINC No %�107 _" __ MAXIMUM SHUi TER SPAN- -L+" OR "L-" MAXIMUM SHUTTER SPAN* 'L+' (it.). FOR INSTALLATIONS W/ CENTERMATE$. 0 & ® or I or OR 'L-" (ft) FOR Vil ONE M.V. LOCK ® or or or INSTALLATIONS WJ HD LOCK IS WJ NO LOCKING RODS or [��ND ONE HV LOCK or I6 or �Q CENTERMA� 28t 29 W/ ONE WJ NO LOCKING RODS 1p-r LOCK 30 WJIWO LO®K NG (SEE NOTES T.tt) RODS 35 BOTTOM frRFF yT[O�TPCG& CONC'REICh 1S0 MSTALUTKMYS O CaNCREIE & %CMD Aso M. Asa M�3w RrzFSumA IN r fYALL. MWNM1Na FLOOR/CBUNG WALL 4d1xMa town I. o9 _) ... .. MFktN11NG I .. bHNO 4 pR _T & FLMRJIXAIxc uWxpeG_ SCHEDULE 43 MAXIMUM SHUTTER SPAN* "L+' R "L-" (it.) INSTALLATIONS ds WJ ONE HV LOCKS OR WJ NO LOCKING ODS (VNJO FOR MOONING SHEET 7) CONCRETE ASO. tEytx INSTALLALIaNS L RUM M6Jxllka RWR(KpINOOR r�l i+ RCOR NL MWxiwp . (N JD I6'-0" 35 IS'-]' t6'-IV 40 ".-2' 15'-2' 45 IC' -A' lA'-J• 50 12'-Y IS-1. 55 11'-1• fV-11' 60 ID'4" 10.-,1• 65 9'-0' No-I- 70 W-S' P A• 5 B'-0' NS7Al1 eN_ ON tFf — CONCRETE & M0.NSORY WOOD WALL 0. B, C, D. E. M. N. 0. P.O. MOUFIT:NG F, K & L R. S. & V. FLOORJCEiLING MOUNTING G. H. I, 11, J T, U, Yt & % & LA (1 MAXIMUM SHUTTER SPAN 'Li OR 'L-' FOR INSGLLATIORS INTO WOOD SHALL BE LIMITED TO NOS psi. 0.5.D. DESIGN PRESSVRE RATING. t HV CORNER CENTERMATE 63 MAY BE USED AT ALL MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS SHALL BE AS WDICATED ON MANDATORY CONDIT10N &2 NOTE 15. SHEEN 5. ttE%CEF7 TAT WuLIM SHUHER SPAN'L+' OR'L-' AND MAXIMUM &S.D. OEEN'C PRESSURE RATING FOR INSTNAAPONS INTO CONCRETE OR CONCRETE OLOCK SHkl BE ULFTED AS FOUOf5: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +6/; 72 os.f. AND e'-6" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1 HV BLADE C2017 RUM). ec. 1 LC TILUT TESTING & ENGINEERING COMPANY Ab> HW. J6. el. A.. 3'. M vau,15. RMN " Z-: (305071-Iw. Pw: (3G5)B71-UIl e-mox taM99e9a,sem Le^WG8719 WALRN A :r. P.L. :LGRgA Lfv 1 44167 AI.S.S.A. American ShuNer Systems Assoctatton, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MACUUM ALLOWABLE SPAN FOR A CNEN POS.TNE &S.D. DESIGN PRESSURE RATING. L MAX. ALLOWABLE SPAN FOR A CNEII NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (FOP/ROnOM) OR FL00R/CErUNG: CNEN A POSITIVE "0, DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L.' FROM SCHEDULE, GREW A NEGATIVE AS.D. DESIGN PRESSURE WIND. DETERMINE MAXIMUM SPAN •L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EOM TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND -L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN MR COMBINATIONS IN OCTNEEN WALL MOUNTINGS W/ R.00R/CEUNG MOUNTINGS: FOR A CUSH "ITNE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lr+w MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+a MAX. SPAN FOR ILOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A OMER NEGATNE &S.D, DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR IVALL MOUNTING INSTALLATIONS. V-- MAx SPAN FOR FLOORJCOUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS ECUAL FO THE MINIMUM SETT EEN 'L,+', 'LA+', 'L,= AND U-- (A) GO TO ANCHOR SCHEDULE PATH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE X.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. Yi,ee I "m "v TM Accordion Shutter System KV. HOVE Al W/ OR W/O KY. L NDW BADE 17-1 mmppp ..t, usu mp ucr� tOp mmmpopo®pd pd`a{'�ppo�o ' ®us OmmOp�vOm����uivOO mmmpppdd mmm BJpp� d mmm p do mm0p®pQdOmmptO®do ' ®mm��vvommmppvvo mmmpnQdd�imm��pdto • �mmuo�Qoommit��m• o®oQQ�O'Po mmiOOpdQd m®®mmp�dQ® �F��pqp�1®OOdO®0 ®®p.�ppQ00 ®pLEi�O��� mpOO®® mm ®�F7 dddd Qdd mmppOppQpQdQOQ mmQdddd ®®pOo�QQOgg��®mddOdd ' OIm�• de���Camm������to� 0m000d WmdddQQQ�®O�Qd00 fSJfmdddddd m®�ooe��mvoo0o� GEM QO dd OQQ OQddl ����0 dQ�dd ms®sec,. 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I.e. 3 IL EC01.-. �� �/ TIWT TESTING a ENGINEERING COMPANY a+nn nw. w.e, a1. w. x5, "CAL' cw°w; Hawn. I316 jj\ •' o�.Ts E7�.e : lu":Mn-tsw . c°.: (,os�°»-u°1 •E��\�If++A ""°'��6110 L`e^ If W&IM A. mm .,. P.T. VAFIIRE/DATE ttomw uc / .n01 ' - - FLORIDA BUILDING A.S.&A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE Non Nigh Velocity Hurricane Zone 9 2017 EASTERN METH SUPPLY, INC. BERTHA M Accordion Shutter System HV. RAGE g1 wwoW EIN:E W/ OR W/0 H.V. ., o<,�,P„ wrt aINDO °n �c. I OLD 15-CM /22 I °aE. 07/27/17 , s DRAWING No 17-107 . s SHEET 12 OF 20 ° w PWI� meomE/mweTe TifA'1I SPAR @WALL SILL MOUNTING I ©CEILING MOUNTING FLOOR MOUNTING (A) 50. JO MCN ♦D IEGRh_ 40 YS H691NL BO 120 KONG 160 2p5 MG. 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(k0, V.. 3 WG - 1/4b ZWCOED BLUE To CONCRETE µCHORS W/ GP AS MµUFACTUREO BY FIAROA FASiENFRS GIRECT, INC. (U(n. 1'[ - 2 M wj - 1/1'P Tf M+ ANCHORS AS ILNILFKTUNED BY paWERS TASTEHERs, DRG, µB) O BTFU ED BY ALL POINTS SCREW, BOLT a s MREAOGY GU V ac"`M OR ANY OTHER APPROVED LCEN5M OR AUTHORIZED VENDOR REGISTERED WITH THE µM,I, SHUTTER SYSTEVS ASSCCMTOK, MC (M'n. I•c - 3 WI) ALL ET w BLU NOTES: AI) WNIUM MBEGMEW INTO MH`EO CONCRETE OT TW N M MFCON *TT" µLA NCM THRFAOFORM TECHNOLOGY ANCHORS AN, TWP,,f µCHOPS 5 1 3/[', µ0 FOR BLUE TAP W/ CW µ[HORS IS 1 1/2% • 54 W,AIM•6 Gi A2) MNINUM EM E➢MEIR DF 1/4.0 • J/4' ALL POINTS SOUO-SET µCHORS SHALL BE 7/8' INTO ME POUMO CONCRETE NO EW OUM, NM STUCCO SILL BE PERMUTED, 1/I'0-20 S.S. WtHME SCREW USED SINLL tl5E To, 8'MC 4�):Cx LER Ip BE 1 1/2' LONG MINION SHOULD SMCEO E.v, NN I. NMIM.. FOR sT LS WBN NO STUCCO, AJ) IN CASE TOUT PRECAST STONE, prp, s CONCRETE pµELS, PAVER$ OR ANY VaLEp BE FOUND ON ME EfOSUNC WA11, OR rtOOR. 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PENENUT.ON OF THREADED ARU M FXSNNG WODO NUC+ER, (SEE SWEWtE 0.Y SHEET T6) 2 MN. PENETRANON OF THR✓JEO AREA M EX57'"s WOOD HEADER. (SEE (SEE SCHEDULE 0Y SHEET is) O HV WAIL SILL INSTALLATION • sre n E0R W� HV FLOOR INSTA eTION SCNEghE QY SHEET 16) � O HV WALK —OVER INSTALLATION _ 1 FLORIDA BUILDING CODE (Ron High VelocityHurricane Zone •• � .••... ,•.. �T n Y ��cFros D2ou nLTEw. Ter. 02017 EASTERN METAI, sUPPLY. NC. F • IL EC O A■S■S■A■ BE T A HVTM Accordion Shutter System p_ J/ _ %=if�(�1% •' �E Iqa, TIWT TESTING a ENGINEERING American Shutter Systems H.V. RAISE #1 W/ OR W/0 KV. WINDOW RAGE "o�eL':'oln,.... C COMPANY AJM N.N ]6N. 5\• SLL .ia1. M.. CM,Dh13, RO'14f JS,< Association, Inc. DATE DMpT1 DY; Lo. > ISM OVAL warm: 0007so4-Ism. F-:(JON811-w - J: fin«e6aa...Km 4268 Westroaas Drive West Palm RM )/2Tl1 GATE OT/2T/1T Et�U ..• Beoch, FL 334W DRAWING N°'"- •: .......•••ROROAG MEERBTLIJ7, D/ P.E. SEAL/SIGNATURE/DATE 14-16T , . 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