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HomeMy WebLinkAboutPLANSI. 00010k KY. ACCORDION SRTIIEB SYSTEM SHOAL M TAS PRODUCE LYALUARON BOCVMENT {R.EO.) NAS BEEN VEIOFRED FDA CD4RANCE Ul ACCOEMAM Wow TE MIT (GIN EWtRN) of THE RDRp( RUA0H0 OOE TS ACCORDION Sm�iNA SYSEY SHML NOT BE WStIILFD A RGM VElOC1Y HURHIYNE ZONES. 6 ATY Who LORDS SHALL, M OEI URBIWI,L AS PER SCEOON IM OF THE ADM MENTONED CODE. FOR A BA52: WHO SRN R,,,RED W THE NgSW BON MERE SINTER WRL 6E A45TAIED WIN A DIrCCl1UIWIIY FACTOR KOW.BS, Me WE 7-10 AN, AWL NOT E2C® THE MWER UM (ASD.) DMERN PRESSURE RATHCS raccueO ON SHEER 11 NW 15, I9 a 2O W CROWN To "'HEY DOE WYE COIRITRHN, "Ye"WE SON WHO LaD6-DEIFRNHM PER WE 7-10 SHILL BE. FIRST no= to ASD. M" WNO I,W BY MwPLTND THEN W Ole W ONOERM COMPARE THESE , W/ MAX. (AS.0) DESCRY PRESSURE RATURS'wDEATEO-ac RffET6 11 TIIRM 16, 19-R a IN ORDER TO "WENT TW O04POIENIS AND ARCHERS ON DW PEW, AS TESTY. Woe HIM OVER STRESSED, A 2 O:CRFASE W AL3.CRARLE W M M WND LDADS WAS MQ USED w TtELR AALYA9. HOWEVER, A WHO DUOATW FACTOR coI, ,W WAS-15ED.Ftpt LERFlGTOL a rASrD M W WOO. SERTIA KY. ACCOROWN 51PRTR STSIE4'S AWAEAC'A FOR WOO AND LARGE IMSOE IUPAGT LEAD HAS B[FN 1ERFED W ACLOPOAK SC Mw SELIRY! ICM9.1.] f5' THE A&NE NNONN1KMIw COOS AS PER AL REanvrs -w sum (D 10214.01-03,-10715,0E-03, /I001.01-D5. /1214AI-M. E0217.02-06, /0E09.01-10 AND 1021001-11 AS PER TAD-201, iM-Z02 AND TAS-ZOJ PROTOCOL$ AND WIN E�1688 Me E-INS STMSA{1 EAR US (WLEVEL D, WHO ZONES 1. 2 M 3).4 11220.01-10 AS PER TAS 201, 203H@:.20 PROTOMS IARDE MISERG -NY WWDOW WADE O 10505L1-O AS PER WIN E-IONS AND E-ING NSAX LEVEL D, *No ZMES t. 7: 3) BLOC PRDECMN ONLY ITC / 0725.0E-BB AS PER TS 202 PROTCCOL. 2. M' BLANE(D AND HV IMNOOYT WADE ® ARE EWWIEDED TO BNML W'UN,,, ,, TIER OTHER VNOER TT GENFRIL LaWATOW, MD CONWpS OP ESE. Paccuree ON SHEET 19 E BEAwAHY. ACCORDION PNrs (MY SCNLWS), USED AT BLADES WHERE E AND FOR BScEY MOUNT caNESIRO I TO DMOND SHALL OD 111Fz75' AND /1421.75• RS IMMY. 410-M RRNUM Seem STALOESS STED. SHEYYS MIN 1350 w YIELD STRENGTH AND HBO AM 1ENALE S1ITNEIH. Pee AWL BE CEAIEV WRN OERRM w EAEROSR2O CEAIWO SYRON AS YANUFACttetm BY APLRNED COAMO APnNAMRN. RWST[PEO WTH MERMA4 SNUTFR SYBTEI15 A590Cu,RON. Puts FUSE BEAR TE IPV EIAARrHO ON TEAR HEIR, 4. AL. ALVIRN Al EETRMSGHS SH t_ 6E NBlnMUTA ASSOEMTW ALM MO TEMIkn AR "OWED ON SHEER 2 AND 1 MWYMN WELD ST C I FOR UWS_Y6 ALLOY 15 Soo PH Me J ? Pa F'OR 6005-TS AL16r. S. Al SCRElY9 TO, BE. WNRI3S STEEL 304 OR 310 A9.SEFEES M CORtOSION REAStAM COATED CNROH SIFEL AS PER Ow SORB Mw $0 EM MIN, TIED SR2NGTN AND 90 RM Mw, 'TENYRE STREN6}H.. MO SNAL OOPRY W/ T.WIEA BORWNO ORE SED11014 2411;3A.4, R, BOLTS To BE ASTM. A-3D7 C4VANMeB STEEL, OR AIR 304 W 316 SERIES STMRE55 STEEL WI2H 3! WM wxwM Y61D STREN4w, 7. SEE THE ratLOWWO SHEETS FOR ANCHOR SPfWFIGnDNS: NY WADE (D : 12,13,14.15 AID 20 NV SHADE Q A I© WORRND.w UNUUMP it. 13 R 15 & PHIS BERTH., KV..ACOROON SEIUM SYSTEM-EEARS A V.S PATENT 167"=, OPPONENTS OF THS MPROYAL ME CWh/S0. W WHOLE OR IN PART W US. EARN, fY4SR,170 RSVED 10 EASTERN METAL SUPPLY. M. . 9. R NA SHBE WRCMWeWm OF THE. CONTRACTION ED VERNY THE SONONESS-OF THE S➢NCIURE WHERE SNIFTER T.TO BE ATTACHED M WORE PROPER NNON6RACE CONTRACTOR SEALIMU( ALL BHUIITL COMPONENT EL#1E5 WHICH ROUE, THRU EMEELRNG W ca" N S CONTACT PON THE WIABONG TO PXMNT WHO/RAN POOR SERN, M. EACH UNO.MVST BEM PFRMWEM LABB; ON AvengE RACE Maw ent"IN0 Mona. OMPNO PERIC4S OF HLRPoGNE WARNML4 HOPE'ONNEE TQIAM, OR OTHERS, MUST PROPERLY 205E AM. HY Mp fO L9NTERNI6 AR ENGAGE W IM'I( AL 1A ANp MD 19C16. 11. SMVnER YANFALNRFA'S LABEL SHALL SE LOCATED W A REMRY VISHI E LOa11pN AT MWRWON S RRMN IN ACCOROW.CE THEN SECTION IM9.S3 W FORMA BURDINO cooL ONE Wa SMALL .a PLACES Fall EVEM, OPENWe. wwNO TO COMPLY MIRY SECTION IM942 OF. THE FORM, BwLWNC LWE IL SERTV. N.Y. ACCORDION SHUTTER Ern s INSTALLATION SHALL COMPLY Mw SPECS M EXTEO IN. EMS OTAMND PLUS All OULWNO AN ZENING RFOUNATONS PRO = BY THE.NRISDOTION VENUE PERIR E APPum To, 13' (R) Ens P,", PREPARED BY THS 0WAILA Is Pulled AND COLS NOT PROATE INFORMATION FOR A Bar SPECmD PROTEOT; Lt. WHBE TFE SHE c0x0IrGN5 OMMF. FROM THE P.E.O (o) CONTRACTOR TO BE RESPONSIBLE FOR DOE Sn . PURCHASE AND WSM14now PN LARX.; LIFE SPECIFY, Or HIS PRODUCT. BAttD.ON TINS; P1O., PR0N0fD ME/SNE DOES War 06ATE FROM THE CONORRNR OLTMED ON. INS DWXRENR. cONsmMCTaN SMETY AT SE IS wE.fC.YTWCMRs REDPaNseUlr. - (c) IFS PEA MAL RE EON510£RE0 PAVAIR F ACTRED BY AHF NEVA. E6) SBE pSPF.t><tC PROJECTS SHMLL BE PRPMO BF A FEAMA REgBTRED BORDER M WHITES, WHEN WI,{, REOPE THE ENOHEFR DP WORD (EDA FOR THE E'flMECT AND WHO WLL OE Rvv%?N. C !W THE PROPOI USE M DOE P.E.D.. ITARNEER OF HMO. ALIAS AS A CELOAITD ENOWCOE M DOE PMMI DISNEER S,M, SIRMff TOT tWX DOE AEE SPECIFIC DRAWINGS FOR REWEW. (0) ORIORW. P40. SELL BEM THE SALE AND DNIGPILL SEAL AND SWMME EA DOE PROFS IOM OWN@I DP RECORD THAT PREPARED R. SHEETGENERAL. NOTM SYSTEM COMPONENTS 1-20 SHEET 2 SISMM COMFONEHIS 21-37 SHEET 3 TYTACAL SNVTTDR ASSEMBLY 38-44 SHEET 4 TIFEW. VANDOW BIDE h LONWW DETNL )TPHCAL S NUTP ETEYATON R NOTES 04 LOW SHEET 5 USTALU11pN WARS A-F, CCNCREIE/BLUCK SNEEr B WAILAT10N WTAES G-M. CONCRETE/BLOC( SHEET 7 C[NTERMAE JDEGUS HY CENT13 MAE ALTn01AMNO DEEMS w SHEET B SHEET 9 END CONNECTNON DETNLS 1-6. CONCRETE/BLOCK •SHEET 10. MA%EMUM SPAN TAHI}S SNEE7 11 ANCHOR !;Wn'LE- CONCRETE 4 ULM SHEET I2 ANCHOR SCIUDDULE- CDNCREIE k BLCCA SHEET ANCHOR sENEDAE- CONCRETE h am 13 ANCHOR SCHEDULE- Wove SHEET 14 SHEET 15 M1 ALLATON LTALS L2-A WOW 511EE7 IB WSTALLPHON CUARa S-2, Caw SHEET 17 END CONNECTO DEEMS 7-12 @ X MDOD SHEET 10 EPICAL SHUTER ELEVATION SHEET 19 WSTA.,. TON OETALS' max BTw HILLS; SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA P - -vas 01017 WILM PR. RESENT Gnu AIPPLr, SCAR SCANNED a �:rce�isE..,� R A.S.S.Aa TM BY ;' IL E C O E.c. �'I Accordion Shutter System 2 �/ Amerfean Shutter (Bma R'V. eAaE BT W/ CR W/0 iEV. tixro0.Y aPL1E St. Lucie County E, Mae ax TESTING , ENGINEERING COMPANY � H: Op RPRDH A wW5 UT ]E S IN MA E GINEERING C LMPA LH f con hutte Inc. R3 R : T DEC Is-oes uM cmNH DP �. (330) -Im . F. l CODE"'_ " 4266 Westrwds Drive w 2 271 OaE: 07 27/17 R HpSAS ate-c no ^ West PO4n Beach, FL 33407 LIs DRAVANC No SS�DHAIE H "P"MA%LThP.L 17-107 PF h'AF.ACNEW iitRF/nATL rLDm4l F44TF7 HV SOLID B�°D� COVERED O UNgER US PATFIf a S458179 HV WMDOW BLADE U NS OF USE OF B ON SHEEP 15 g T911' iY � r081� 1 095' +4E� 8fi L889' 1T HV CEILING HEADER 0 ED PoR.USE W/ HV SEE SECTIONS FOR O g t ONLY. MPER6063-76 ALLOY AND TEMPER W/ 1LV 3�HV HIV ASA E OAT R OVAUFIEO FOR USE W/ W BLADEQ) 6005-75. ALLOY AND TEMPER vN6Es I• rGT• 1t.4 BY HEAgqDERAII�LLLL�(� OUAUnS6065�-T6�AUA�hV me 2'API ONLY ALUMINUM ANGLES OUA IFIEO FO$,USE W/ HV BLADE I ONLY. 600-TG AUG( AND TEMPER B�HV WALK —OVER TRACK OUALIMU FOR U E W/ HV 600.T-T6 ALLe! o E 1) fLNPER CONPONOWgo"12 1/w 6t9R•• 0.190• 0.101• OxOIY TRRCo, M TIWT TESTING R ENGINEERING COMPANY W X.F WC & ft ] M G'AGDIS M N �PeOwl-IM . re.: Tsuu:l-lyi A9f fesx S 1,9as (9)NV TRENCH TRAcKK OVAUMV FOR USE W/- HV SLADE()1, ONLY. BOGS-TS ALLOY AND TEMPER TEMPER A.S.S.A. American Shutter Systems. Association, Inc. 4268 Westroods Drive West Palm Beath, FL 33407 TE4PCN 1� HV RAINGUARD OUAUEIED FOR U$�E W/ HV 6063-T6 ALLROEAi(p TEMPER. M .." nAx � MOCK LOCKER FOR -To LOCK CEN RMAT QUALIFIED FOR USE W/ W BLADE IOONLY NO-76 ALLOT AND TEMPER 053• s HD FOR USE NV BIAOE i r ROD & 60536]-T8 ALLOY AND TEMPER ® LOCKING ROD OUALIFlEO FOR USE Wj W BLADE(D 600-TS ALLOT AND TEMPER INSTALLATION WILL RECUIRE A 7/1& NV !AA -4UAU POPS B UI lOT/At10 TCut P�p t ONLY m D 1 W 3/Ree-16 ACC. EO FOR 6063-T6 ti_]a� ND GENTERM S DTFllflEO EIR USE W! FN @IAOE 1 k 063-T6 AILAT NO TCMPFR' t1/Y 1Hb IiV 1/4" e— D Alq 04 cERI s c . 'rHUMRsr.RFwc GUAUREO FQR'USE Y+/ FN 9lA0Ea Pam- � __ • PAS � .•tea-� .rt6,SF4 b.N AI➢9[O g YJAp n d ]10 1✓ �Car�R H.!Imj (6AmL X.aCq • ® HV LOCK ® HY EOREcS LOCK QUALIFIED 0 W/ NV QUALIFIED OR: USE YI/ tN ONLY.. BLAOE(�L k ONLY. 350' OA, f�H HEAD_^����T'' iy}IT.TIIJ- - IB' ] • 4DLDE0 LO eCRf9' LLL4441iad ...111 1` -3r6• .r1Fti fUriC1 —20 x 3/40 1 e:rDRE Rfh1IN0 S.S. TH01=-RE„ WO-20 RIVNUT* v 64H'.S as. AtWMW 1?w+-n.NrSrc) M+rs nAva � �:I �:sKmwn6Dn, AAgI i mxU; As vRASKaf{q{a m Awn surR6r nL1GaL. vaysrPENr. NErr nmtr wax ax,Eauri_ ® HV �T" LOCK WAUERWIVE I OCK OUAUFiE@ FOR USE OUAUFIEO FOR USE LV/ W W/NY BLADEQ ONLY. BUDE QI ONLY. — ll I b s.r aO O 0.6 Ua BT HEGENT NMDwME 11pgYI5E LOCKS QUALIFIED F R USE W/ tN �111UIRI6RN tYt4AFR W1 q.Y CR[Impi SCAT LOCI[, 1LL1� CTCTu rU/T Z 01a1) ztiTf4, IXG TESTING k ENGINEERING COMPANT %1 vHYNt ww U RttO4 St1 (as)on-s3v,VI-1,41 -"'a^�L^'6°°�a ^ AS S A American Shutter Systemsm:.L.c A99oclatlan. Ina. 426E Westroads Dries West Pofm Beach. Fl, 33407 I UEM SUPPLY. wc. ;02j0j!�. JITW li Aon Shutter S stemt:I■■■■KV, MAOR W/O HK W N"M E■ADE11LLLT III z JI a2 07/27 17 rL r'�w �]1O1RIDep,,: "a. r,� P F 'hF1n/f Ah n Ia A nt La DRAVANG NO SHUTT R ASS MBLY SCHEDULE FOR HV HV 01 HV BLADE 1 FP/ BLADE 1A ® IN LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING Q HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES. 0.e70'0/I6' THICK NYLON WHEEL. 0.188'e AISI 302 SERIES SS. RNEiS ® HV 1 3/4` ACCORDION PIN W/ #8 HUD t ® HV 2 3/4' ACCORDION PIN W/ ge HEAD ® POLYCARBONATE LMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED, AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR HV A BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. (3) HV'PIN V9 OR 0 W/ 1/2' O.D. I/16' THICK ''SS. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET own DYP) RIOR .98J5' T({�1tY �625 eb' 6v Sc i CAS UFO' ON SHEET POLTCARDONATE SOURCES -FOR rnru rm5ma unuaJ Semw boon m: oi® a � S/(CK bWM1 tlSVtQalt Cn wvi 44ri e/N' eNl 6N! msw.rmo ]Iwacm wnn:5 i S,am P.4 T.SroP.a rvuv..u.fmw5ma u.9 mm .xsoo ..a rum Pu MWl.14Y96 ]ruff 4SiY mN )bSW Y4 J.6f+L M4 MR Q BW.W. /Sb 0555 4r 645 WS 601. N11G 451tl WfA 1CW T Coo Sn• mmw iCSi4 SRLGIM MR I4 ISnW fLp ll4 SSM M4 m44[ h1R14 BRVR mAQ� wW .w QrS� P.4 fMJ 0.J 1,44 Ss.-JCEN$F �.-9 - =17111FG9. WC. II oY0,1 FJ5IERN NEIK Sl4�PLY NIC I;, Accordion Shutter System 3 lL_I EC O A.S.SsiA. .t A 'TRAIT TESTING A ENGINEERING COMPANY AT0AC011 Shunter Systems H.Y. d1LE. #1 1, OR W/0 Kv. wNG N a" r; , ®,'" ,,," a 4C ��•'•.r A„`�145 eT}SMe,mRwml. fss4Jv.4945n]i9. kiG1Y. Jn A980CI0})eTI. IOC. A, -DLO I5-CE8 1/tJ/, O4,C tl721/Y1 (SOSbtI-,Sb. Jme (y5f815-ISI: 4268 wC^+1fOCe5 BfNe I�] `sS10NA1 EN�?,.r• am West POlm Beoch. FL 33407 s DRAWING No SM CUt A 1Wf 3. P.L 1 7-107 el. P.E. SFAL/SMNATURE/DATE nano& u 0 M161 CIS 0.0 a �• �A�y�{ w � T V I' C5 P Y N 6 t V \ O �II � (IIIfI � .17�' ='C1L7 Oi�J�i�ia V r OF CORNER 2. 0, jift USED AT TO Be. OUTSNE _._ CEWERMATE _ - — _ -_- ai�)w B ONE PLTET OF La 6Aµ 10 tw �. ��• a "CONNECTEQDSTO TYPICAL M HV BLADE SHUTTER ELEVATION «LO k3 N.T.S. As AN ursmE of REWFR I IIIOSPAN AN OR OR lY OMIT RTE VY.'. IL ECOtea- TILLIT TESTING W ENGINEERING COMPANY 11 Wqi! N �l AVONS AT AW EIEYARON. W LOCF TO 4 - Q?_swKIRIOM. CENIM AUL. SE AS INOIGTEO ON TYPI 6 COMPLETELY-. MVIOUONy. ELEVATION. offm WL E MG RODS FOR ANY SPAN R �T AN( 6 I DI UP TO iW0 fiY CENTERYARS 1' SPAN AOS 1 6E WOE W/ 1/4'0-204/1- AWL. ED AT 1/2 OF SHUTTER SPAN OR TW4 ONE W LOCK 6 w G or a SI DE WT 1/2 OF GARTER SPAN FOR SPANS UP w®UAY EN: UHD AS ANtl xOR E) 1/4--20 v 1/2' LONG FLAT HM 5,5, AVATION. USE OF LOCIONG RODS 0 W/ Vmjgd aa. W.,.a : ONE'ALTERNATE PiSTKUnGIG AT M ELEVATION. 41 LiTIpWp!(M I(D LOIX M a� 19.W/ ORD SEMW U A40 loud OR AtgeE ACDGPIlL USE OF LOCKING RWRi A.S.S.A. American Shutter Systems Association, Inc. 4208 Vlest.mds Drive Y/e6t NIM Bneh, FL 37407 2�E USED 0 UEU OF :J WY NE USOD SYS, AND INCLUDES 1Y BE 06TALLED AT OPIIONLL. (YA CONCRETE INCMOR4 �" 1�i}0. f £is:Ewlule+0 atEi >) 5o+f.D4E fPf wa 13) i f (R}W M 17!'a 3ocU JM� E CR I ", . n250, ye., pVfr q�' t / 2- n kx wo I Cam , °'.� . t OR . � m f� . • .... __ -- n uaSSPeR.arclN'TG susEi "(SEE iaeW4E ON. SNEEiIi)A Iw } '� OC/ HV WALL HEADER INSTAL �8) HV WALL HEADER INSTALLATION + KEYSTON EnSHNG. 1. T nears cu r . f , t OR � u>a, ' ' t - j,. �5yzr�._ sePriunne rtl0rwss I {".(586. 9CNEW!G 9N 91#FEt 11 dN#YS. : EN6ft'W 14 ` CRY tER enarOi E ' i SCREfYS NS4--1/ (SEE SOHuRnE d ON'seen 13) V'..N.J 2- I(l42p HUM tl 19`IO.C. ROUM.0 OONCHE'C . d 1 s't flln. COHCREK "`g1pPFj HV WALL SILL INSTALLATION SCHM E ON, /. 0n aEEONceweptet CRn -. Wu RECHWUo- HV WALL SILL INSTALLATION .... wore Few coumxnnw+ er K i SEE $Kff 4 FOR Tfr`M.9. STMTER • EO. EUEE tleEWCCSftl SeCcete, ACC OUIM MVCMON . w OHtaMOUHHNG isR3IE-0uNET J' '*9PitM1P1 I tenvu: oN 1 OMIIXut i I II 11 t9' I� 0041T'mum I= IL E o,- A.S.S.A. IIWT TESTING A ENGINEERING COMPANY American Shutter Systems es ux ux e. w nos,.tuw:v aRatsa, nacre ur Association, Inc. PImF : (.ms)aft-tuw.: ro.: (w}Rrt-Iat' 4268 W.strneds Dreie .-mm: Iaaiineivam m_mesne. West Pam Bench, FL 33407 as 0 Me w vim to (D . Ir Dow 13) R i APFiI(^A9E /°�[, ti`f ,, ,f,/y. F//.r Po.. ^§nrar aatmnu POOPED r / ,f _�'/, ! C_ ---E.P.^—^- CINh;%EtE \ _ 6 Pi94119 @t ('} / �✓" •! ! ' �"/� /"% nAT 1 WR ON A 1.) b CONCRUE EP Mt READ OOXCFER FNCNDA4 REOUKvV (�F. SCHf➢tRL aM SNEtT ta) REaeasn D..-- a a.a tsEE snsmx,E ON.VM7 rg I1 RRENCN INSTALLATION ATION 4 t. HV 'WALK -OVER INSTAL I ATION AL@ MY FOR UP 70 a70, -75 PSF AS.D. HV CEILING INSTALLATION HY FLOOR INSTALLATION DMON PREMRE RAJWG FOR SPANS PER SCHEDULE N. MEET 11 + rn uuaq+ /;� TataCREtE ANC.M EAIEtw: '�ap¢r„ice ! l:l Elas'irtla ! MINK (SEE is) t IJaC 9n F'f��trrctiv v/--aaan �O 1. o.xEs � i - atAS$�{Im: aromsu"�I ' CJS9 Diu `�'ttloJlswro�wvWb Q YJ t oG%m OR ro 9':Y Sa n UD 1/A. a'2C Pnwatt lN9�iwP S 3 OR © I ttOr3 9• i>a tkk'F1t SrnEas' ° f r /1xsK NEi< xuD f OR DN tla a-2D ss N s 1 c�roREre AvcuaRs. h 6 .(7 e/ nut mD` oa. ( S0UXU E mi 1 �o s` a, C. %Rrr 14} FDccre � cArE )uah'Fx ansv i IuiN ED 9ay pPpgOURED COOK ! uie CqWMEPm�i t'" ;?@) ��Y" ° ,may _.qt m wa,a+c RC(XMED D rE tl5f b-W tU OAR CRCRE�6 X ax S�fl ! NONA REaD.rrEo ~•—G I POUREDN ER INSTALLATION 9) ;.ON as OLIF�EMING INarw'AL L ALTION Q Nam.WALK-QY 'NeNCA mrN A'4 \kLLATION t t' Trv5 wSrN,fRnCN ENALL DC I I- SEE A E. P.. ECfk IRSfAt ON P ' OP aaie ♦ s ,R,M14# 1fEf t4 " ENSME-a EM TPHaea. sxueER (sue svEc+rpnrrons ON SHEEP 13' �'N INSTALLATION DETAILS W,/ C1� HV BLADE 2- YOUN O SECVK*5 CAR S CommED �—� w Arr etr m wrr xvr insr>LunaN. IL�I'. ('{ it, fl.ORIQti @UIIflIN( Iflnr Holt Minh Vebcft Hurricane 2 J j e VGEA!$�y: ✓� ¢ azPn mnco, Ex. 6111 0£017 EASttpq UC7At v Y, =, A..A. * t 0 I LIE C p� Accordion Shutter Syste i SHV. LiAOE yf W/ bR W/0,KV. W DOW MADE TLIUY TESTINe & ENCINEEPoNe CONPANr American Shutter Systems Q . xnewrmsx t aPuesu sn u. Q P .✓' t4' dlxti N. xm. sL 54 im, Y.WtN 0.+Ikvis. RfPtA of 26 80OtatI d Ina. Ir OtD 1s•05g 7/2l/li wrD O7/27 f P a Goy ni.lua . P ro a 1_iy ( 5258 Wa eoeh, s Drive P p -%'u�iALE�i1 ,'�4 �i`s� °DOi�'0A` West PaLn 9eoch, FL 33407 ns bRAW,NG Na IN 7 IT glalp-29M Fo-u--Tl HVA � LKSIALLATIONS W1 a) HV Wiocn Stue � & M IX0 FeR ILL' BLADE W11 HV CENjRMAM =00� omvIw �w �o CIR ED wl DETAIL ON SHEETS 1D & � 777' -7 HVB o 10- -U I-o-u-Tl L— HVE FURA 01 A.S.S.All TILUT TESTING & ENGINEERING COMPANY Amulcon Shutter Systems V-i O*DQ'4 rMf+ Mm Assoclation, INC. r. (MA ....... 4268 Westloods Ddva West Polm 800ch. FL 3Z407 IN Ire ov,F, �• i.._______ NH auiWiv4t T✓n � ilw <.� Nr...—_e..«e.—__"'___ M.m._`___`__...._—____� __... ____ IR M k 4__ * srs .nre a roa w.. wea( 22 1/A" e-20 x 1 1/2" S.S.M.SI ry.,, e, seacr y x Wf 7/8"d x 3j32" WtNGNUT. ((0 Hv -IT" COCK (OUTSIDE} t a . yam* (mz.-n wmt ura r�r :w, scar mmvr. ®M* Ja�o: wwrk�uuu er wnncaxer m,rzaeri nureyeo. w uasn .aw. A.S.S.A. American Shutter Systems Assopiplion, Inc. 4269 Wesboods Drive West Aclm Beech, FL 33407 .«mc.a Q.w43.a M P, I'DURED CaNCRM aRtvmgm I / �ry vwm WALL " REWIRED ✓ y CR 0 6 6�C.7 / �^E>b ,`' ��2 Ww. ' �C l � ` �. amwom JN ,i $pEDJE Qv SIkEf )Jf8'A.' � 11 F H{id (DM9 (600 NT 4V f 9RfT 19 ittt �'-' �&Q� �R Sim PiAM ("=n AT &I"m r/2- Ww. 01,.Vl olmo•sas. ---/ I a IV A.C.. I 9 `,+ E=K WML to tIcM } �EKW5 Na CLASS f jf f YN YYAMTy'i �� / If all is f iD wID; C� r �' sbgylaE.ai 5lEET � � } h,T�e 4 USE 1" " 2' WX. 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SEPAAAnON Te O ASS (SEE.SOWAI) 4 A FOR BERTHA t HV B enc ei`rrjR010N s(Y ITTFp �1 INSTALLATION TO META crr D WAI I c i, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (Psf) 2. MAX. SHUTTER.,SPAN: 84' 1 ALLOWED MOUNNNG: MS ON THIS SHEET. 4. ONLY MATE 21 W/ 24 HY LOCK ARE ALLOWED WITH 2i ARRANGED A AN LAYOUT, USE 0 (2) (O`LONG. MINIMUM) MUST ALWAYS Be INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. 4 0F' 43 1;J4"a NOMINA A MIN M c rrvr B063-75 ALLOY DSlIE r _30 WIND ZONE MINIMUM A5TME-1888 SEPARATION TO CLASS I iMRU 3 I i• 4 f,4• r ..a /,^A ** BLADE SEACK DETAIL HYF 15,ALSO. VALID._ FOR I2 ll CENTERMATE. ©1 APPUCAHON WITH BLADE 1D 1 1 •. IMrmn.0 Ao-ssnsounrsriAvl.14•• -o`x. $ UI ,�..�..,t„. a3a A6 D.C. M!MWA HAD A !SILL INSTALLATION Tim TOP PA As Awu^.x¢E AT In. Rrn) I r v 7 T. N% I " 1/n M.zrsucK well XNW. INC, :1 > 1 i� E�I - A.S.S.A. TWT TESTING A ENGINEERING COMPANY Amodcon Shofler Systems Assoclolion, Inc. y 4268 WeshoBde Drive !1J -moT.IRxeeatlsan _. Te•soc4nP West Palm Beach, FL 33407 �x LArom 4 r ®y4ao—lox ^ so MUST PENETMTE �r3 1• _ p 1/4P-20 THREADS 43 1�4AO ELCO CONSTRUCTION PRODUCTS E W-LOK HO _COMPONENTS state 3/6• r "' VIEW Y SIDE CONNECTION TO TRACK No Hixson Residence 3100 N H✓VYA1A # 6C Fort Pierce FILE COPY U—G- MIUM'S MK ROOFS - 0 - MK ROOF HRMT LESS Mom OR EQUAL TO 60 BASIC WIND SPEED - 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Lxm LESS THAN 7'-9` Lem GREATER OR EQUAL THAN 7'L9- AND .LESS THAN 12'-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSIUVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (hJ ULTIMATE A.S.A. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE I A.SD. ULTIMATE A.S.D. D' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > 15' 20' 80.4 48.2 107.6 64.6 76.6 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 6Z1 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 77.3 46.4 9Z4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'-sD' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.5 106.5 63.9 > 50'-sD' 9Z3 58.4 f30.3 78.2 929 55.7 121.5 72.9 8Z2 52.3 109.9 65.9 INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A M/AMI-DAD£ COUNTY OR A STATE OF FLOPIDA APPROVAL WAD- ^'S P£®K ROOF HEIGHT vs DESIGN KM PRESSURE FOR COMM-NEWS & CIADDM MIE) FOR ASCE 7-10 - PEAK ROOF H£IOHT GR AT£R THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPS ,k.&« Dz-02,3B PEAK ROOF L- LESS THAN 12-3` 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > Bo' - 9o, 95.6 57.4 175.2 105.1 1 88.0 52.8 155.0 93.0 > 90' - 100' 1 9Z3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 >a20"- 140 103.2 �,61;9.. 189.2 4435 95.1 5Z1 167.4 100.4 5-140 - I60' 105.6 63� 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 1078 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.7 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 165.1 111.1 > 250' - 300' llZ8 70.1 216.0 129.E 1 108.5 65.1 19 lb 1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1M 66.9 196.3 11 ZB > 350' - 400' 123.9 74.3 227.1 136.368.5 200.9 120.5 > 400' - 4s0' 126:4 75.8 231.8 139.169.9 205.1 f23.1 > a50' - soa' 128.8 7Z3 236.E 141.771.2 208.9 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED. SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDUU;/TAKE OFF SHEET, ETC.). 00 �I,Dp��`h meemmemmemee® 5 � aOF Q-,zooF ��CJ Go 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & 1ND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BANANA SHUTTERS "#* DRAWN BY RISK GAT. l/ BLDGS 08109117 B L E C O I Ga c. W/AID PRESSURE CHART DATE TSTING @ ENG/NEER/NG COMPANY BASIC WIND SPEED = 170 mph 17-194 5th: y5yY,,, ,Ste. M5, NRGIM4 G(MaM R 35I66 EXPOSURE A Kd = 0.85 (3svl-ISJG . Fm :. (JIXs�>1-ImI 6t pM wA x[V. CI N OII[ DRAWING N. EB-0006719 WALTER A TILCIf JC P.f. I °IO rs-Im ° SHEET 1 OF 7 FLDRZA Lic. D 44167 1 1a