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HomeMy WebLinkAboutPLANSGENERAL NOTES: 1. SMIIIA µY.. AXO(AION SHUTTER SYSTEM SHOW R ON INNS PRODUCT EYALUATON DOCUMENT (P.ED.) HAS BEEN WUlVIED TOR COMPLIANCE Pi ACCORDANCE WHIN TIE 2D17 (6U, EDMION) OF ME MRW BUMPIG COOL INS ACCOROON SHUTTER SYSTEM,,, NOT BE LVSTAILED AT HIM V WV, HVRNCANE ZONES. I+ DESIGN WIND LENS SHALL BE DETERMINED AS PER SECTION 1620 OF THE AWE MEMORIES CODE, FOR A BASIC WWD SPEED REWA D BY ME JUR60MCTON WHERE SHUTTER, N,LL BE INSIAILED ION A CIRECTIONMIT' FACTOR IC4-O.B.9. USING ASCE 7-10 AND SNAIL NOT EMCEE, ME MA TABLE OF CONTENTc UM (&S.D.) DI,I PRESMSE RATINGS WDCATED ON SHEETS II MW 15. 19 k 20. - IN ORDER TO VERIFY ME ABOVE CON.OMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE ERR REDUCtb TO &SM. ,CSWTtl WIND TOADS BY MULTIPLTNG THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAL (ALSO) DESIGN PRESSURE MTWGS (AREA (• W RLADE$ (� INDICATED ON ,Mr, 11 THRU 15, 19 & 20. F W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS W THS P2.D. AS TESTED. WERE NOT OVER STRESSED, A M S INCAFASE IN ALLOWABLE STRESS FOR WIND LDMS WAS BE USED IN THEIR AULYSS HOWEVER, A WIND WRAnON FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. NOTES SHEET 1 OMPoNENTS 1-20 SHEET BERTHA M.V. ACCORDION SHUTTER SYSIEM'S MEOUACY FOR WIND AND L UM MSSUM IMPAR LOAD HAS BEEN YERIi1ED IN ACCORDANCE WIN SECTION 1".1.2 OF ME � UMTM,D CODE M PER Aµ HEPaRIS: 2 COMPONENTS 21-}7 SHEET ] BLADE O I0214DS /1Z14.) AS PEA LAE 0. I1D0ZON IE 5.11 }AS-202 MD iA$-203 PROLOCgS AND ASCU E-IB66 I0609.U1-W maT21 NUTTERASSEMBLY JB-44nxOOw BLADE &WWDO'W DUAL��4 AND S 1. 1 1030T-II (MIS LEANT & 2MOI-1 AS MO E-1996 STANDARDS (MISSILE LEVEL 0. R1TO ZONES 1. 2 & J) tr /T220.01-10 A9 PER TAS 201, 20] & 20J PROipCG1S LARGE MS56E UISS, •I Hy (g An -- (Ti) AAD HV WINDOW RI ATTF inA -W WWpOW PIADE 0 /0505.01-08 AS PER ASTIR E-1886 AND E-1996 (MSSIIE LEVEL D, WEND ZONES I, 2, J) BASIC PROICCION My AND / 0725.01-96 AS PER TAS 202 PROTOCOL [WHERE' APP �i IC.eRI Fl TYPICAL SHUTTER ELEVATION & NOTES ON COMICS SHEET 5 2. W BLADE O' AND W WINDOW BUUE 6 ARE ENGINEERED M WORK IN UHRO.V WTN ECH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDCATM ON SHEET 19 INSTALLATION DUALS A-F. CONCRETE1MWN SHEET 5 ]. BE VHU, µV. ACCORDON PINS (HA SaEYS). USED AT BLADES KNUF,H' F AND FOR DIRECT MOUM CONNEC11pN TD TRACKS SHML BE /14x2.75' AND I141RL75- RESPECTIMY, 410-1 1IJIMUN SERIES STARLESS STEEL SCREWS WIN 135.0 AM WELD STRENGTH AND 160 W TENSILE STAM M PINS SHALL BE LAMED INSIALVION DETAILS G-M, CONCRETE/BITCH SHEET 7 CENTERMITE DETAILS HU SHEET B WIN BERTHA W DAaWSNIMa COAWG SYSTEM MS MUFACITI ED BY APPROVED COMING APPLICATORS. REGISTERED WIN WERIOMN SHLI ER SYSTEMS ABSOCIATION. PINS MUST BEAR ME W MARKING ON MDR HEAD, CEMEgYATE ALTERNATING DETAILS 1N SHEET 9 4. Al ALUMINUM EKTRUSONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND MAPS AS INDICATED CH SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 600-76 ALLOY 6 30.0 W AND 35.7 "1 FOR 6005-75 ALLOT. END CONNECTION DEEMS 1-6. CONCRETE/BLOCK SHEET 10 5. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 AS! SERIES OR CaNROS10N W,sV,M COI CARBON STEEL AS PER DIN SM18 WITH 50 W MN. TELD SIRMON AND 90 bl UN, TENSILE STRENGTH. AND SHALL COMPLY W/ FIMOA BUILDING CODE SECTION 2411.JJ.A MAXIMUM (SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE I, BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 6. BOLTS TO BE ASAP A-W7 G4VM'REl STEEL, OR AS M4 OR 316 SFRRES STAINLESS STEEL WIN JS U0 MINIMUM TIED STRENGTH, ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPMRCATONS: HV BLAME 0' : 12.13,14,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 I. W RIME 0 & O WORKING IN UNSON; 12. 13 & 15 INSTALLATION DUALS M-R. WOOD SHEET 16 WSTMLAnOM DETAILS S-X, WCOD B, TINS BERTHA H.V. ACCDWI SHUTER SYSTEM BESAS A US. PATENT IB779,582. COMPONENTS OF INS APPROVAL ME COVETED. IN WHOLE M IN PART BY U.S. PAEAN ISYSB.179 ISSUED TO EASTERN UUM. SUPPLY, WC. SHEET 17 SHEET CONI4ECnn DETAILS 7-12 & X. WOOD SHEET TB 9. R SHM1 BE ME RMPONSIBILM OF ME CONTACTOR TO VERDrY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER 6 TO BE ARACHEO FASTENING TO 0.5URE PgOPER ANCHORAGE CONTRACTOR 10 SEE/CA1R1L SHUTTER COMPONENT EWES WHICHRFW.N,FASTENINGW CONTINUOUS CONTACT iYITN THE BNLDWG TO PREVCNi ARF yA ;5_){(I WINDOW GLAD A1A ONLYALL WiFM/FWN DDRUVON. 10. ENTI LINT MUST BEAR EEM.ARM ALL IN A NHO LE PLACE MTf WARNING NOTE WRING PERMITS OF NUNLtME WA9HWG$ HOME aM1ET, TBRI OR OMENS• MUST PROPERLY CLOSE AL WAND NO CEnERMAlES AND ENGAGE ON Loa ALL xv AND x, LOCKS. TYPICAL ISNUTiER ELEVATION SHEET 19 I I It. SMITTEN MANUEMNRMt LAPEL SHALL BE LOCATN ON A RFADRY WSM& LOCATPN AT ACCORDION SHUTTEt IN ACCORDANCE WIN SECTION 1709.9.J OF FLORMA MADING.CODE ONE LIBEL SHAH BE PLACED FOR EMERY OPENING. LABELING TO COMPLY WIN SECTOR 1709.9.2 OF ME FLORIDA WILONO CODE AREA 4: HV WINDOW 81 AD n ONLY INSTA� TaN DUALS. METAL STUD WALLS SHEET 2p 12. BERTHA H.V. ACCORDON SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WTIH SPECS INDICATED IN M6 DRAWING PLUS ANY BUILDING AND ZONING REGULADMS PROVIDED BY ME JURISOICIION WHERE PERMIT IS APPLIED N. IJ. (R) MIS P.E.O. PREPMED BI M6 ENGINEER IS CENEMC AND GOES NOT PROVIDE WF'OPNAnON FOR A SITE SPEaDC PROJECT; i.e. WHERE NE 51IE CONDITIONS DENATE FROM NE P.E.D. (6) CONICNTON TO BE RESPONSIBLE FOR THE SELECTION, PU ICWSE AND WSULLAtON INCLLIDING UPS SAFETY OF N6 ,,I RASED UN NHS P.E.O., PROVIDE, HE/SHE DOES Na, OENAI[ FPO, ME WNDRIONS DETAILED ON INS DOCUMENT. SAFETY AT SITE IS ME CGYIR CONSIRUCWN MCTOR'S RESPONS,BMY. THIS DRAWING SHALL ONLY BE USED TO (C) THIS P.E.D. Al BE CON wERE0 BNAW U ALTERED BY MY MFMNS. OBTAIN EPERMITS IN THE STATE OF FLORIDA (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A IMORGA REGISTERM ENGINEER OR ARPTIECI WHICH WILL BECOME ME ENGINEER OF RECORD (EGA) FDA THE PROJECY AO WHO WILL BE RESP0.YSBLE FOR ME PROPER USE OF WE PF . ENGINEER OF RECORD. ACTING AS A CEMEWTED ENGINEER TO ME P.ED. ENvYNFEi RENEW. SMLL SUBMIT TO THUS LAIRA ME SHE SPECIFIC DRAWJiGS FOR (e) ONGIMAL PE.D. SNAIL BEM ME DATE AND ORIGINAL SEAL AND SICIATURE OF ME PROFLSSWNA ENGINEER DF RECORD NAT PREPARED IT, H PV ,... .....,, ry✓� 02017 TLRCC. WC. 02017 EMSTEW METAL SUPPLY, INC, SCANNED aA s', BERTIUVRVYM gy IL EC O ipa. A■S■S■/�1■ Accordion Shutter System St.LCounty * 1 NV. BUDS AT W/ OT W/D IEV. WNOW BADE UC1e •E ��SE% A; ♦ TllllT TESTING &ENGINEERING COMPANY American $huller $y91eT! LW, x or,LxlPTax TArc aIMMN 6r; Le AVN s7u el.t xa av, sn. 3RA vuroxM 9AAaTxs. nwa D]I Association, Inc. M OLD Is-O85 7/Z7/1 DMR 07/27/17 r PndM : (003)'17"M . Ie. ; (M)871-1531 4268 Westro,ds Drive 9 - ass'••-p•^'..fn�p�, B �°6iWest Palm Beach, FL 33407 3 DRAWING No .I m A R /DNAIE APT , P.E.17-107 P.E. SFALifiBNAirURE/DATE rLORDA W. 1 .4167 LINGER US PATENT ® 5458179 HV WINDOW BLADE• S OF USE OF BUD ON SHEET 19 6�HV ADJ, FLOOR TRACK OUALIFIED FOR USE W/ NV �. J ohs• .� .oer r • 0 ' 1 t1,q ( 8T0 ,.8e6• _ 35aD" 1 RILMLING MEADE O'&ZFIEO FOR USE W/ HV BLADE(TIONLY, SEE SECFIONS FOR VALIpI-11 Y. 6063-T6 ALLOY AND TEMPER 1�1"66/, SIDE ANGLE OUAURED FOR USE W/ HV 9.t d rva l t.9 • �HV UNIVERSAL FLOAT R GOAUTIED FOR USE W/ HV MADDED 6OM-75 ALLOY AND TEMPER OUAUMHV HEADER/SILL FOR USE W/ HV BLADE Pl ONLY 6063-T6 ALLO AND TEMPE ALUMINUM ANGLES OUALIFIED FO$$ USE 1Y/ HV BtAOEv ONLY. 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE W HV BLADE 6063-TS ALLOY A TEMPER. ®HV WALK —OVER TRACK OUALIFlED FOR U($�E 6063-16 BLLAOYYEAT70 TEMPER 13 Cd1PM1ENi a 9 T, tt Z' 5• PA%.' a192" 0.192- i9 24' ]' MA1[. 0.,90" �0.190• DY AND TEMPER I .99A' •I Ob' I Eta 135J 420 — i BLADE (J ONLY. 6063-T6 ALLOY AN0 TEMPER I. YARDS t.936" FOR USE W Hv BLADE D illl LLOY AND TEMPER i 1 ,OUAU EMDFOR ARWHV D 6063-T6 OETEMPER. „ I o2017 TCTECD, me ,wn,un OUILUItiv 4WE Loan nigh YeIOCi, Nurriwne Zone ®Z01a 1+Td /�. �- gs ,...UEN EASTE RN NEfAI SUPPLY, IND. Accordion Shutter System y `eta NSF,` ,�N- A.S. S.A. •,-�d+.+8�`—x"P y �r ? TILUT TESTING A ENGINEERING COMPANYAmerican $hurter $y9iem8 R W/O HV. WNIM SAX,�� wtt oruvm 6n Le' °IAiE OF ^�u ��^xu.s,.. 1,...Tx, „..., c.,u,+s,Lwa. sT,e Association, InC. ftBLADE 221 wrc o7/n/tTre.: ,gQpEa?oV/esl 13o3S........ 4268 Westroods Drive Polm Beach, Fl 33407 ORAVIING No A Dun a., Pe n%P^RldD 117-1 'fAwurzR enORNA Mc 1 tt16T f HV GEN7ERMATE FOR U5E W/ HV BLADE 1�& 6063-i6 ALLOT ANp TCMPFR ONLY 6063-T6 PIAx ARaRr EI.EvsnsN 23 HV MALE "T" 0HV MALE O K ANT RMATE p _Lf_ '1 LOGKER FOR "T" LOFOR "T" LOCK MITERMA QUA➢FIEO FOR USE W/ HV BLADElQ)ONLY (29 HV FEMI OUAUFIED FOR USE W/ HV GLAD€TONLY 6063-76 ALLOY AND TEMPER QUALIFIED 6063-T6 ALLOY AND TEMPER 19 T> q J G ?_. QUALIFIED FOR USE W/ HV BLADE(`} QUALIFIED FOR USE BLADE(`}& AN ROD 6063-TG ALLOY AND TEMPER 0 LOCKING RODS QUALIFIED FOR USE W/ HV BLADETl 6063-T6 ALLOY AND TEMPER 6063-TG 4�L )5 D CS, HV 3/8"0-16 A( }x 53. 1 Q II m'nI . � h ICK CEC E TERMATE nryy__ L_J�S�S. HV BLADE(il ONLY OUALIFlEO FOR U5E AND TEMP W/HV BLADED ONLY. OUAUF;ED FOR USE V! HV BIApE 6063-T6 ALLOY Nb TEMPER /3• L-I /i •0 (37�0-20 Al 304 ERIES $ $ THUMBSCREn OUAUREO FOR USE W/ HV BLADE iQ Ox01) MIFW. INe. VA'MFG iwv�[A un Nr CAST YI �s m"1 CNAIXR ^y wa �-BR 9s hL+rtYR (ryRISK (aRwE NA%P) HV MESS LOCK W/ HV QUALIFIED FOR USE W/ HY ONLY. BLADEa& a ONLY. I50• ME, -518• T s TO R ym• NEW 61 " �Lsfin' g AFTER RIVE11Nf "0--20 TE 3/4" BEFORE RM1 WG THUMBSCREW 1/4"0-2G RIVNUT" 6 t)Os-TSV—os RIUe.W.HW(WpMI'll INiV %AW CrvfRRI R%InNN. HHVV DAA�4R5➢FENYMM' JfRSIY oION OR ECW OUALFIED VH BLADEi 255• o a, Q10 �r"uMGnRN KEYNDBe oR KEY CYUNDCR CE>5• Mn. 1 axs- Mm. " �` LNUN6TURN rnmw_R OR KFY I.SJ_ Lfin DILINDER 1.)9 Alpa. BY REGENT NfADw' E MORRS SERIES 2333 HOOK DOLT LOCK. ry QUALIFIEDFOR USE Vt/ HV BLADE'`1�& 2017 EASTERN METAL SUPPLY, INo. " IL ECO ENC. A S S A t I •t•���N S1�TU Accordion Shutter Syst * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems HV. GAM #1 W/ OR W/O HV. WhID W BIAD C A]St NN. i6p. St. Na 3sk NIIG:IN CJpp•Sq P&qM. 351 Pmn.;f345)en-ISSo. Assaetath IT Ina. 1 Dr3snPneK Q:p 15-085 ntt ) /2T/1 oRA r P.:. Lf a2: w!2), IT1 ro. :. (;05}6>41531 4268 Westroads D6is x West P01m Desch, FL 33407 DRAWNG No 'TV " iG wµA Tw! . 0.1. I t 7- i Q ATC F A SHUTTER ASSEMBLY SCHEDULE FOR HV (D HV 6l�L OI HV BLADE 1 Q HV BLADE 1A ® HV LONG RECESSED NYLON GUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER HV WHEEL CARRIAGE NSI 302-303 SERIES m.870'K3/I6- THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ 08 HEAD ® I4V 2 3/4' ACCORDION PIN W/ b8 HEAD a< ® POLYCARSONATE IMPACT RESISTANT HV WINDOW EXTERIOR FOR Q IA.], —a Or wa�lr LI[REVENTS Al EXTERIOR BLADE KNUCKLE FOR o �g� (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR ® o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM w/ HV IQ OR HV ® BLADE. 4PQAL SHUTTER ASSEMBLY (2) HV PIN Q MAY BE USED IN UEU OF ® AND ONLY AT _ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oo.Jza'� f 1LACE WHEN CORRESPONDING TO INSTALLATION "II', SHEET 7, Oqg__ 0 L3) HV PIN ® OR ® W/ 1/2' O.D. 1/15" THICK S.S. WASHER TIP O I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'g>1 SHEET EEL CARRIAGE IAGE DETAIL to F, 14�` a I 3 7, N s'o E SBE i B I' a OPI i� OOR Q l , Ili I II OOR ® li i ( EXTERIOR NY PIN © OEXaIOR R AT � BLADE'S KNUCKLE: (SEE NOTE a FOR REOUIREMENTS) il� IE 4SSEMBLY LAYOUT ON fifi35' L�..-..._._.... e BtAOE A635' IF, -, .06� ns' -SIAHILIZED GRADE OR SAI PLASTIC LEXAN tO3 RESIN 'r ON SHEET w. OLIYICARBONATE, SOURCES FOR 44 '°n"'`a[ P TII [6x�Wrl[s !' I. s,wafRT1dM[ .xo mara� r�7i! Mry am3 aAU m!' se,nmzrx � [a!e ] sw , � ctx.r xm roam e.: DM MN N>» aaxaoP A.t Nsys vlmo v �m f MIV ovas ,a rz.. M SxM[ OMS��~Irt"- ASry P]Mf .>3 S eL5 � YM PY6 MPVWNn ,V1u CGS! C-+CfAII aFY F'1:ngx il' pfu m 00-1 ,W'r vm'r Euma�: asx i+v C' !F\'+➢G MT' rA,P W Mix PSP B%i 0.! GNO P,F tE1bM1[ SRA51 PJ0.iE aUrryEm4 m ISTI Bb eael i.f6 &pp AU ai ' '• _ �S:• J�,ENS�r':YS' ^. `0p'7,. ` ` d•'•., P,: [y Sd e301] Th.TEW, M^, L p-- TILLIT TESTING &ENGINEERING CONPANY sass NW. aG,.. xv. sa.:m, Wficxu waO)R AC*3 m Pno,a : pRs7e]I-ux . re.: (ws)en-tw+ mat wmco0aa.eem R-mo6]+a WaL1CR 4 T.WT Jb P.L ttoww uG 1 uia] ` A� �7' S' ,A American Shunter Systems 268 WeoRoOa Inc. t Pal Bea,ods Drive West Palm BeOch, FL 33407 WRCI] FASIERN METAL SUPPLY, INC. B T A TM Accordion Shutter System H.V. BLADE BI W/ GR W/O NV. WINDOW 960E n. x o[scalPnoN mT[ ft:: T Lc , OLc is-cas ]/7] t wrz: O7/27l1] ss/aNAL ti�6 +taa ' P.E. SEAL/SIGNATURE/DATE z a DRAWING No � 7— � 07 R 'i a a a a 0' 0 a ' 0 AND CENTECCR�x,MATES: 1. MANDATORY CONDMON OU ONE HV LOCK (�j. tt�La S� BE USED AT 1/2 OF SHUTTER SPAN Ftlk ANY SPAN OR 12' ABOVE OR BELOW �2 Or SHUTTER SPAY FOR SP(,NS UP TO 105'. ANO FOR II (IONS T ART ELEVATION. HV LOOK Co or'E? MAY BE USED AS AN INSOE)i0R OUT LOOK, ATTACHED iD) OR ate( CENTERMATES W/(2) 1/4.0-20 A 1/2- LONG FLAT READ S.SI M.S. LOCATION OF LOCK SHALL BE AS INOIC0. NI(il NUTTER ELEVATOR, ICI, 2. OR qq • IF OES OR FOR SECURITY PURPOSES, UP TO TWO RV 9 DOCK�S2 SHAU. BE A ISO Y BE USED AS AN INSIDE OR OUTSIDE LOOK. CONNECTION OF LOCKS 10 CENTERMATES LOCAlSON BE AIEG S INDICATED ON TYPrX S♦jUTTER ELEVATON. ffS j2 IB I�y(/tWn NV trvw<w COCKING ROPo AREI/ NOT REQUIRED AT URRICPNE POSmON, BUT MAY BE USED 1F DESIRE. TO ENHANCE SHUTTER PERM MANGE. LOCKING ',RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSRION (NON HIIRkICeNc Pnnnnul ER TE CY. f@8'w�j''I bi`a T�'y�i."' ''SA) TYPICAL I'1 i HV BLADE .S. SHUTTER ELEVATION N.T 4, ONE IN LOOK G'S SHALL.. BE USED AT CORNER ANY SPAN ANI INSTAUATI0O3NS AT OUTSDE O4 WSIDE LOOK, AT MU & TO.ID COMER SHALL HA USED LOTE CKTION fOF LOCK SHALl20E0AS INDICATED ON TYPICAL. SHUTTERKING ELEVATOII MAXIMUM SHUTTER SOAR SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8. III ONE ALTERNATE tN LOCK 224 MAY 6E UE IN UEMI OF NV LDCK QQqq 9r - MR ANY SPAN AND INST TONS AT ANY ELEVATION. ALTERN0.7E LOOK MAY 4E USED AS ANiNSID OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMBBCREW TO ID OR gCENTEMATES SHALL SE MADE W/ 1/4'0-20A3/4" ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SNpLL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPM. 6. MAxDATORY rONd110N /A iY1R •^ A^ ^ ONE IN LOCK 18 or 0 or a SHALL BE USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be. AND FOR INSTALLATIONS AT ART ELEVATION. IN LOOK 0 or 0 Or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @1 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 A 1/2' LONG FLAT 14M S.S, M.S. LOCATION OF LOCK SHALL BE AS. INDICATED ON TYPICAL NUTTER ELEVATION. USE OF LOCKING RODS 9 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. II WINCNUT MAXIMUM 1. ND LOCK 134 HV LOOKS to OR AS AN INSIDE OR P"FORCEM-ENT I1 MIOSPAN OR. 12' %� _ OamT TLrrco. wc. ILL E�CO- *' TILLR TESTING & ENGINEERING COMPANY . FC IYi -T &= rr.a. x:n n m am. Mxeeu � nws. m FNm : (]OSJBII-15`A . Fe.: (303IB11-15)1 G\ It11 -mai: Ia1.<olua.wm DI-OLOO>19 WALitq IIDC 0. SLUT Jr. p.E 1hATf �� Nc / ylbT IN AN1' SPAN AND INSTALUDONS AT ANY LOCK. ATTACHMENT OF SO LOCK "AS SHOWN ON SECTORS HDB- S9: A BELOW OR ABOVE MIDEPAN, USE OF I A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Eleoch, FL 33407 u, Pncu 1, WHICH MUST BE S. THREADED BOLT W/ 2/8'P . 3/32- IMY BE WSTItEp AT MIDSPAN OR 12- AND BOTOM N MANnlzn v ALTERNATE HD LOI MAYBE USED IN Lou Or iVAPON. ALTERNATE HO LOCK el MAY SE USED g a W/ 3 je • 3/8' FA S.S.M.S- AND INCLUDES IDO-HVC. SHEET 10. LOCK MAY BE INSTALLED AT WD ROOS a IS COMPLETELY OPTIONAL WUL t2on nigh YelOcity "Urn One 69201Y EASTERN METAL SUPPLY, INC. BER H 1M Accordion Shutter Syst( HV. SLAM 81 W/ OR W/O HV. NiMW a m AWING No 17-107 `1 FOURED. PCUflfD E-CONCREE ANCHORS (SEE SCNECULE ON POURED CONCRETE OR CONCRETE BLOCK R CON" SHEET 13 REOVAEO ) REDIRREO CCNCRER ANCHORS Q/.�el��F.lE «M mod: Sam ('>g wHEDVIE ON ShFEi ❑) \\U"'r,'CY LONLRSTE --e - _ (SEE SCNEWLE /NCNbRS ON __-= 1 Cq 4 \ l- Hip-20 ED ED a• 5,5. SHEET 3) Ij' IU.CHI1!€ ICI; 112- USING 1/4'-W NUR 19 E 0* i50-Nov. &O E— -� E O. 01 i i I �y - OvrlDeut I ro aAs (� min q q I w a..0 s NR Ex1 � a��e® , I 1 OR ®� YIN SEPAaAGn" TO S I I I TAW. 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PGGCD CM:CREIE— S,M OR CONCRETE DLOCIt REWIRED 3) NUR O 12' O.C. n HV WALL SILL INSTALLATION (BEY SCHEEGu ON RED CONCRETESKEET 14) (t)HV—WALL SILL INSTALLATION OR CONCRETE BLOCK WNL REQUIRED HY—WALL aILLINSTALLATION NOTE roR [aMPWanav aE sran°N=; II I SEE SHEET 4 FDR PIC =HwNR ' INSTALLATION DE !AILS W/ A45EYBLY x- NO SECTIONS CPN eE COMafNEO IN ANY WAY TO SUIT ANY INSTAllATHIN, E ° - EDGE GISiaNCE (SEE SPECINChiIONS CII SHEET 13) 4 •SEE N. RiFCNS OF USE FOR BUDE IA at SFI[fT R FAE HV BEADLE FLORDA BUILDING CODE Non HI9h Veto NuEF(Lbne Zone V 4/ 03017 I4RW, \\\ ,•••`GC� S4C •'. "/ wc, QxGIT EASIPBN MU, SUPPtY, INC. \\,\ t• = ASSA —WE4 R te T { Accordion Shutter System • • "I �'� �tQ' American SfiYHOE 5 9}!T9 H.V. MADE Ri W/ OR W/o KV. WNDOW eA➢E : \� TILLIT TESTING & ENGINEERING COMPANY y °AlE LW,AxN BY: ttl H �� �'• •• 1 \\ . ORIDAr•`aW a fps M, Nx. WA. St, Se •A,ti NRGW GAMIA ne NI ,3,H Association, Inc. O{D IS-08 oss 07J:711 lC. 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DMW;W DT/z]/I] 4268 Westrocas Di" x West Palm Beach, FL 33407 a ORAYtlNC No 17'-C' I (E)WALL SILL MOUNTING I ©CEILING MOUNTING I QLLOOR MOUNTINC I Its o MW MIgs ra RUNS M=� WHE'IN DOMI E ®000��o v�BpEN vOgO�O v�oaoo � OOOa �EEEEo NU F�111 Cr voao v00000 I M oM�p� IMw moo � 9d0=C 00®Qm MENEW FfirarEc MMmmm 11901M �faomn o IMMMW v000 wEEw I. µCRORS TO SUBSTRATE SK&L BE AS FOLLOWS: P O, - 1/+b TAICOON N OtRRICONCRETE. ONWRH µCEDTNRFMFG M TEONNOLOGy ANCHORSSPAaMO � FOcup - 1/+'0 F 3/+' A4 POINTS scu -SEE µCNORS, AS c,,RIBUIED BY R - 1/+-0 ME TO CONCRETE µCHOPS W/ GP AS MANUFACTURED BY VANCED PIBLOGt 1/+'P TAPPER- µCMRS AS UMLEAGiuRED BY POWERS FAS}EMRS, COMPµY OR µY O M APPROVED LICENSED OR AUINL' M wNDO ID -SET w (W.. "I - 3 111 RUE GAP NOTES: AI) MINIMUM fusaMEM IWO POURED CONCRETE OF TAKON Cit TA ANCHORS S 1 3/4', AND FOR BLUE TO W/ GP µCHOPS IS 1 42) WNIMUM EYBEDMENF OF 1/4'0 . 3/4- All. POINTS SOLO -SET A ♦ sei Ian+.ro S a b5( rp¢ dKF�^.0 srrxi 15 INTO STUCCO SNA. 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TOR (a) 10 EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPED" WITH ADVANCED MREMFORN TECNNWOGy µCH R6, AS MANUFACTURED 8Y {i.W. BIAIDEi - 1/4'C . 3/4. ALL POINTS SOUO-SET µCHOPS, ASD6TRIBVTEDW ALLPo(N15 SCREW, BOLT & VI CKY, CoYPw. 1/A'0 BLUE UP CONCRETE µCHOIRS W/ CAP AS MANUFACTURED BY nARNAI FASRNTRS DIRECT. INC. - 1/4-0 TAPPER- ANCHORS AS MANUFACTURED BY Po L f/SIENEIS. INC., RN0 OISTRIBIIIED BY ALL PoM1S SCREW. BELT & SPECIALTY COUPANY OR ANY DINER APPROVED UGIMM OR MUM VOIDOR R ED YlITX 1ME AN CAR SMATER SYSTEMS ASSOCAnics, INC. NOTES: EEWM$�Ii.IER oil MINIUUN EMBEDUEHT IWO CONCRETE BLOCK OF IAPCON. BLUE TOP W( (pp ANCHORS AND TAPER- ANGNGM IS 1 1/+- AM UPCON WDH ADVANCED MREMFORM TECMMOLOC ANCHORS S 1-. 8.2) UMIIAIM EMBEOMENT OF 1/4-0 . 3/4- ALL POINIg SOUO_SET CHOPS SNAL BE ENTIRELY ENOLDDED INTO ME CONCRETE at=. NO EMBEDMENT INTO stucco SHALL BE PERNITIEp. 1/4' 0-20 S.S. b&NMEi SCREED USED SHALL BE 1 t/2' LONG MINIMUM SHOULD STUCCO Mg. 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TIWT TESTING k ENGINEERING COMPANY ATgrICON Shutter $jxSIgT9 MY. fEDlIE /j1 W/ OR W/O HV. WINDOW 9A➢E i I OriwlPIIUII GRAwN a.: as Itopw1E w=s N.R.:<•,,. M.. 71 xiti WARtM wmNa nww xE, ETwlan •fsTD. Fm : (]Ds}exf-lu1 a"^°" um,ceo°°.Acm 265Assoclatton, Inc. 4268 WesfrDO& Drive Ylest Palm Beach, FL 33407 I� 1 om fs-ae5 /22/1 �' 41DP•:' _= 6 a DRAWING No \ I ED_RrM 1 WALTER n 1 1 f !1 1 ��E'�{Yj A}hTI.I0L11/nnic S ngRg0.! 1a16xE 1 1 1— 101 1 TMN & DESIGN LOAD FOR INSi ._.,. 1 f- -C.N cR ""w.,v • = APCON AM AZCKNCEP i l I= EXmINc r;t 1 W 1 1/ORM TECHNOLOGY WOOD AA- ADEQUACY �* or t FAE Min. PENETRATION Of EXISTING WOOD SC . J Or THREADED AREA i0 1/e'F-2A5/i SS,HEA TO EM6RND WOOD 6FAN ENISTj y (SEE Ws WMU, ON SHF i' MACHINEPHMPS TRUSS NFAD TO RE RS)ENO 6Y (SEE $CHEWLE ON SHEET 15) Nin.1 MACHINE SCREWS REGISTERS) ENGNEER OF .�. WJ 1/4"-20 NUR ARCHITECT PRIOR TO Cq7 19 E 0 0 12' O.C. SNU TER INSTAtGRp.N. ••a 1 W I 1//R P N WITH OR THREAD WITH ADVANCED S25Y V 11/0_RM TECHNO.OGY W/ 1 EA DA PENETRAt1pN CPTIONAI, OF THAGDOO AREA TO EN16Rto WD00 onHEADER.SP V ��'•�-'� (SEE SCHCOUIE ON SNELT 15) I y� r• C'NS$A MW YN' I awn L HEADER RE0'D MITI, SEPARATION TO GLASS ( T 1 (SEE SCHEOUIE ON SHEET 11) "wRC E CLASS—, �S HV WALL HEADERHV WALL HEADER INSTALLATION roa —I sAomw b1�9OI ]-52 A:m IYFlfAL S . MR IUHM AWENI, -MwMmc STWONS DAN a oDADMO m ANT wr to SAN . INETAUT4N, tl� MIN. SEPARATION TO GLASS ( (SEE SCHEDULE ON SHEET II) E �N� 1 ( WXL— I�i'-i I r"�•--... FINISH({ 1/iP TAPCON OR L I TAPCON MTH ADVANCED THREADFORM TECHNOLOGY W/ I I/2• Min. PENETRATION OF TANGOED AREA TO EXISTING ADDS HEADER, (SEC SCHEOU14 OM SHEET 15) P.E. am 5M$ - C 6. Oz. 1 Oor or twJ 11 t OPEN Holt AT STUD TO A 5/161, LAG ; AT CENTER O EX r's" 1 CUSS—t II OR �♦ Nuts 1/4'. TAFCON ON TAPCON L WI,H ADVANCED THREAcMHM-/ TECHNOLOGY THREADED ARTA TO OWING G EE W000 HEADER. (SSCullnsEON SHEET, 1]) U4 Or V5C PoR M W)HY FLOOR J9 INSTALLATION `V\GFtygv9 02017 MANOR. Ito. I �{A,,,,,,JJ TILUT TESTING & ENGINEERING COMPANY ', !JS! Np; Mve S4 Sit Sy, nR4M1-A DATRU ,AN1Xy y 1. rgpne t (]D5)871-1SV , IP.: (]05)671-IS]f ?DAL E23�0..r'A P- 11: lo`ms w,wIN wFA Plld., A JCIfNATI Ni• t/odic c,f. ROusi LiP RDA (Aa6> D 81ov] A' HG in R HGO TEN SCREM's 0 12' ox EDGE (IF APPUMU) EXISTING WOOD TRUSSES OR RA. TITER O 24- O.C. REQUIRES METING SOHIT /4' U... INK. T Or Q Or 1$ �FACH 1RAFFTER R TRU g TO LOAN LAC SCREWS AT "MOTH Or EXISRNG n,c, MEMBER (2' Mm. NOMINAL EPT PFNATRA p TENN Or THREADED AREA VAUD FOR INSTAL.ATICNS WRN 72PM N SmNAN,i MAX. ASO. DESIGN LOAD AN{ 9'-0" MITE. Wpm THIS MAX.RSUD NSTN:ATION IS ONLY VAUD OR D oemo , FOR WOOD W/ MIN. SPECIFIC RSV � h ° GRANNY OF 0.50 AS DOUGLA] t3 Ate♦ FIR OR SOUTHERN PINE Nw I I DR Il9 OR EOUu.. 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WOOD Q_D as`�lroawl" VIEW Y PLAN DETAIL X .�acx r.u. 01 PanK m4 ro.. ann � xw Q mw se�nx1O 1 OR ®• al ax, O.b•I J'Cn ,ZD, a. fl-a•. �• SEE UM ATONS Or USE FOR 6UDE- 1' ON SHEET 18 . ............. �(/,. Y- i 7 007 XTECO• M, IL�EC O A.SasnA■ American Shutter Systems AssociaNOn, Inc. 4268 Westroods 6Ddve West Palm Reach, FL 33407 ® 0017 EASTERN METH. R A Accordion Shul Nv, aADE pT W/ aR W/o Nv. TILLIT TESTING A ENGINEERING COMPANY s- sN, ws, awvn awoars. rtcw:a vm coon. ; (eoeje>I-few , ro, : 0MI87"ISD, -"'O�a_M ��g F0n' 1Y4Mn A TWT rr P4. ftaaJA Uc• 1 61ti 'SS��NALE�'��� / P.E. SEAI /SIQNATIIRF /nATF RE YANG No 7-107 7 91 9 9 9 9 6 9 tG YVW FvI, ALWAENEM$) 1P TOP A BOWIJ W f( rtt l0a ] ELEVATION NN EmAwm+ To CIAM, EARRING 5'E Yh'iAAE W s¢T It MAI &KE@ �_____-____ �� AL➢IXJ Ms 9QFf FOR 9�CDA0 Cc P. SnneETWCENrEawrES It � �•�'�� �`�51 � / W//220R OB1 ID WO ` W70 e (OFF NOWE A AEWE) O, eii 1. UAK A50 '.1E9011 PMWMw PAGNG t110. - fl0 thl. ]. YAK. SX SPIX; 98• 3. AILOxID NWNONGS A D. G A H W SHEETS A. J: AS xn1 AS YOIMIINGS Y.10. E. B Gk� W ON ByEETS 16 h 17. t ONLY CpIEENWIES 9NIFNCAL�OIN M/ Eei011 (2�1 ARE ILLOAG) 1%r 1 ARW/Ctm )N A $N OR pP No LA NI ME OF DD 1tlUr. W) YBST BE M4U0m E. ONLY AT EARRAOR AKEWi SIDE OF CENIERWTI I 5._(A) w YAMOW BLADE il/7 SW.LL ONLY ALLOW A YAINUUM OF S WENI , (] t HOLES) F(IR ©pEN'B'V0E AT SPKINOS ENOWN ON SHEET t. (B) INN. CLFNylif GE FRQL! TOP OR BOrtag mGE OF w MNOOH 6tAOE OF NO ]b N FOR SHALL BE 12-. (C) RA OR LI LT BLNOE MUM AIR RAW STARTERS Ar EROS UAY BE NV RANDUA(0) HV VAN COW,'. ©YUM BE USED ARCANUM TO A SOLID W BLADE tO TNNONORow SiiIineR5 1NOIN. Iq CEIJ(ARINUR A MIh 1 AWAYS KrAWALED ADUACENT TO SOUO W 9VLE I AT ERI)ER SOE OF r,,, ONM1Y MI .RHO LOLNm USNO A W WRONG TOOL PROHOm W A521, NC. I & SEE ANCHOR $PAGING SCNEbM1E FOR WSTAlAr1oN5 AM WOOD FRAME BUILNWGS ON 2Et' 15. A9 IMNEO JAY WAR AND DESIGN LOAD (SEE NGtES 1 A 2 ARNO I J. SFZ NICNOR SPACING 6= INE - C oS TEETS12 S RHO S U U CONEAND CA CONGRE2 WEN WALL ON Sf1AWN 12 A I] µ UNNED BY BPµ µ0 oEBt�tt mW (SEE HORS 1 h 2 ABOYE), 8. NWNUU SEPAGDON m GIASS SCHEDUU% PER ASWY E-199& WV10 20, I NIMYUM B mRRIN to 4U55 I TNRU I . t L 625' `LQ•�P , 11G �NSt' ,✓� , * 02017 $TEGO. INC, IL EEC 0 A.S.S.A■ 02017 ENWERN NETµ SUPPLY. INC. Accordion Shutter System 'O •' �In 'Q1; Q•w /' (`'Y • TIWT TESTING A ENGINEERING COMPANY 0.1]5 Nn 3.11 A.. Be, ]W, UR µiCFtS, tttl(CY. A, PN...: (305)871-lam . F..: UMNIII-Im, -tee w6oas WLLifA { illyl :I. P.E.. NOMA W. E 44167 American $t1U1}or $Its}ems Association, Inc. 4268 (Vestroads Drive Wee( Palm Beach, FL 33407 H.V. WEE #1 W/ OR W/O KV. WINEIDN HlAE LYH p[SµIpN011-7--17 DAU. 5N LC 1 OLO IS-OBS 9f1 MT4 OJ/2J/1J ss/QNALti �•." .. P C CCBI /CIf-YATI IOC /I111C 2 ] DRAWING No t / — 1 O / II it I .1MM1-6JclGPME ;O ,�;N. VARtEe ___ INSTALLATIONS W 1 HV BLADE & HV CENTERMATES An. C-¢0 CALM, War, 2' Mox.`I y 2.000• MCv.I- MR& sNoS AT fa' o9. u -- -_ --_ O ¢30.C. 40 41 INTO METAL STUD WALLS * I' y,;; a¢]• nZ — Ci J/X", s f/r. Dols" mrc% Mm. i 43c 43a Cuvi. MAw GUK SRit CNwnFt, I a ¢' O.C. O I me. STM A-653 GPIOE aLLY0.V1iE0 rA51a2a t0 SIV"A 'N{ (t) 1RK SCREWS al � Delano I 9 I ; MICRYJN 6 fX1EY,CR rACC IS FPPUw9tE I ) a 1 EMSTNC GWSS—i MiNTa GV55 `S tt �- +(SEE SCHEDULE) e b i DYP.) e f J/X•. 6 t/h 0A1. iMC% Ms.i 1I10'C FlNISH �CPYr. C4V. S1EFt Iwet [flQ-N) AS A°PLIw3LE AJN OPTS[ AO v 0-W i . GALY(2) Ne rASRHE➢ 10 SN05 i W/ (z) IA 1J2 ra scREvrs ox ( d3o 11NmNOR 6 EaERaF rACE I O 6" o C O ¢• O C I a- SYSTEM %SHMER e110N TO META ST D WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75 (Call) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 1 LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ROR OR INTERIOR ACCESS SIDE OF CENTERMATE, 4.ay. 43 1Z4"o NOMINAL ALUMINUM SLEEVF 6063-T5 ALLOY Jowl WIND ZONE �' MINIMUM' I Al E-1996 SEPARATION 4]c LENGTH 4 t' 'I;TO GLASS I THRU 3 1' 43 1 /4em-20%- ^ BO T 14UST PENETRATE 4 ii 4^ .350•-(I- .-�..050' ** BLADE SLACK 1/4'a-20 THREADS - /2- 38 DETAIL Hill IS ALSO VALID FOR CENTERAUITE 21 APPLICATION 43 1/4"0 ELCO CONSTRUCTION ,2 WITH BLADE tO All o 1 t 01035. TOOK "' �- 43& VAWES , P_ROBUCTS FAB-LOK HD ry A ua, G-6 A-¢¢J cR+O[ 4a CI MErM Woos Ar 1e• o.c. `"`�"'�" ,:x',. M¢x,� ® 6" O.C. " :n. _,�;. ";:... MS WALL HEADER/SILL INSTAL 4TION COMPONENTS _E>nsnluc nNSH ns APPI Mr TOP & DomM tGBL[ SCALE 3/8'. 1' _ _ _ _ _ �E%ISiIY.0 GLASS — • t — -E.— — J(P. 6 f/.'x O.aJS' TUCK u;n. _ I _ SrtE11fl0 G-Ca AlA¢iM A-¢SJ LWDE stl M . G-¢p 43a 436 43c SYMMEI'RYCAL I SYMME'TRYCAL �i. I I. 1 (2) es°.ii MR 'sines' oN I MM- SEPARAEION vMl£s I ' CENTERMA7ES W/.' '., CENTERMATES W To cuss z^ I' 'NrtalaR & EXTERIM rc[ E`( ERIOR ACCESS SIDE - � I " (s[E scxEcuLE} Ma.. -' J ,;..INTERIOR ACCESS SIDEj' 4 IN i 4 3�_�— -- - -- - 24 --------- - - -- _ a _ + 1 21 21 21 21 1 2) 42 LOCA 0 AT 1 b I/2' (TYP.) t6'Min.} J� 24 V EW Y (Gant} fi T" ¢ I/Y MAx. suGK SIDE CONNECTION TO TRACK t1YA VB BLADE STACK DETAI MVE RORIDA BUILONG CODE Non High Velocil HMrrlcane Zane {�. fl/.a2afT mrtw. INC. 02017'FASTERN ii SUPPLY, INC. IN s A.S.S.A. Accordion Shutter System N.V. BLADE p1 W/ OR W/0 KV. WNDOI/ BABE * !/�xi •'�' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems , N oacarrrpN oA¢ Cwrry ar: L.e. 4 IOC• 1 CMl IS-0— T II/I wrz: a)/2T/iJ ` us, N.W. Ull Si. S1. ;os, mil comps, Et,l me Association. (30p1]3i-1 son : (Jos)...-rs.. 4268 afestroods Drive ,E• .•-10R10,.%�a 0-oocmlP West Polm Beach, FL. 33407 I ] DRAWING No �sS�q)j-,��,,y� 4}a,V �aJIal A 11 J.. P.E . 17-107 P.E. SEl1 9,tlBAA,VHF&T[ rlOfdDA I j 441¢1 SCANNED BY St. Lucie County _.....__....... -.._......_:I..... _...._.._...... i j! jcenaaij i<esioence 3100 N HwyA1A # Fort Pierce FILE COPY BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.)FOR ASGL240 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET AK BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 7'-9" I- GREATER OR EQUAL THAN 7'-9' AND I LESS THAN 12'-3" I' GREATER OR EQUAL THAN 12'-3' HEIGHT POSTVE NEGATIVE POS/f/VE NEGATIVE POSITIVE NEGATIVE (h) UL77MAIT A.S.D. UL RMATE A.S.D. ULTMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULRM M ASD. 0' - 15, 76.4 45.5 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 > za -JU 1 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 974 58.4 > 30'-a0' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 4a'-sD' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 639 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. '* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR B44AMA SHUTTER HEIGHT. KEY PRODUCTS WHICH BEAR A M&JPDADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRE SURE FOR COMPONENTS & CLADDING MS -) FOR ASCE 7- fO - PEAK ROOF HEIGHT GREATER THAN 60 FEET �K BASIC WIND SPEED = 170 mph RISK CATEGORY B BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF L" LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITVE NEGATIVE POSITIVE NEGAIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 1 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 ,> 120' - 1_46" 103.2 61!9 189.2 11315 95.1 57.1 1 16Z4 100.4 > 140' - 160' 105.6 63.4 1 193.E 116.2 973 58.4 171.3 102.8 > 160' - 180' 10ZB 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.E 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 400- - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123. 1 -7r2 = --208:9- - NO 1.) 1.) THIS CER77nEO SIGNED AND SIALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROY/DE /NFORMARON FOR A SITE SPECIFIC PROJECT. 2) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN W/ND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IN✓AUD 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 SCHEDULE/TAKE OFF SHEET, ETC.). SCANNED BY St. Lucie County FILE COPY ,► lk n . A•�� 1+++++�R, ..., NO.44167 sun ?V,' l� 00Go' 2017 (6Lh EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDOW RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4WU4 SHUTTERS DRAWN BY RISK CAT. R BLOGS 08109117 L E C �. WIND PRESSURE CHART DATE JT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph NW Mo. a M. WA K m G4P = A M166 EXPOSURE D. Kd = 0.65 17- 194 P/wn• : (Josf6Tl-Isw . Tax: (Aa61671-Iml EB-0006719 DRAWING No Tar. 1e °° 1urz rir. xe mwlrov urz WALTER A 77LUT Jr. P.E r ao 16-IM /I a FLORIDA De. 0 44167 a SHEET I OF I