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HomeMy WebLinkAboutPLANSrzENERAL NOTES 1. BERTHA NY. AYL 70C SORRIER S51W SxDNN:L6N iNE PgOaVCTEYAMMiMN DDCUMEIR fP.E.D.1 Ia4 BEEN VFWnFD CON @YRaNCE IN ACCORDANCE TOM SHE. 201E (6M CONGO) OF ME EDRCA BVU OOW }DOE. TeG4 ACCONgO.Y SmJfIEN Sv4t6u SWlt NOr BE wSNil.®. AT WOI tQ0m1Y NURThCAIIE ZOx£i DESIGN WHO LOUTS MALI. Be DETERMINED AS PER SECTION NIM Or THE M TIEMENTIONED COOS, IN A BASIC WHO SPEEDREQUIREDNY ME UURMOCRON WHERE! 94UTIEN AOL BE INVALLED MM A VRECTU2Mln FACTOR Ne.O-0d WHO ASCE 7-10 AND SHALL NOT EfC®-NNE TABLE 0 MWNQY (&S.o.) OE3RA1 nBEssdnE RATING, iNa WM LMNIENTS 0 SHLETs 11 TNRO 13, to & M N ORDER TO.NPoN ME ADOYE Co"w", ULULATE MON WHO LOADS DETERMINED PER ASCE 7-10 sWVL BE. RW REDUCED TO A3.a BEEM, WL,D WADS AREe i� HV B'en c fi1 AA V MULRPLRNO MEN BY ON IN MORIO COWA T THESE. W/ MW. (ASO): OCNGN PRESSURE RANNCs INDICATED ON WORTS 11 THEN 15, 19 & 20. w DROT TD tEm1Y TNa COMPONENTS .Y01 A5utORs ON " P&0.. MV lE6RD. NUM" NOT WET. MUCIMO. A ]3 S P:CREASE M IALOWACIE 5IRE34 FOR wC0 LOI WAS O USED w INCH DENS HI AN^LtSIA. XDIYFtER, A MMD OUHAnaI }ACTOR CM1.60 WAS USFO fat WHIfiC,ATIOr,,,NERS N Moo. - SYSTEM COMPONENTS 1-20 SHEET 2 NCNRU, N.Y. ACCORUM 51 UYNA S21EEWS ADCONUTv TOR WHO AND LARGE MURG E IUMCE LOAD VAS BEEN LEWFND N ACCORIUNGE µRN SECTION ICA0.1.2 Or THE Algid MENRDIED. LODE AT PER M1EM CaAPUNFNT3 2T-32 SHEET ] AR RBLAU: - TYPICAL SHUITER ASsElUBLY 38-44 SHEET 4 -HY DIAOE0 10214.N-O3, (021A01-0J, IIODIOI- 11214D1-C3, /DI1TA2-tb, eew.m-1D AXO TYPICAL. WNDDYA BLADE & WNDaW DETAA AND E-l"O EN`HWN 1 OAS PEA TAS-202 AHD TA9-20J PROToC M9 DNIU1E LEKL D. WIND 20NES 1. 2 Y 3) & 11220e1- & 20 PROTOCOLS WIS , AS1Y E-1686 eMEA. 2: HV BLADE (D AND HV WINDOW B e E AA 10 As PER TAS zol, 203. &.201 PItOIDCO4 &EASE wSaIE: LARGE (WHET EP 1rna1 FT -HY WNOOW WAGE ® 10DS.M-08 AS PER ASTIR E-IM AND E-ING (u�LE EEYEL 0, Wwo 29NES 1, 2. 3) BASIC Mo1EcToR ONLY AAa 1 comol-ea AS PER TAS 202 pROToC 'TYPCAL & NOTES CN 1OC16 EFfET 5 n, 2, mr mADEQ ASD kY MNpOW DUDE ® /L¢: FHGPIEFAED m MOEL w MESON M1N E01 OTIER UNDER -ME CEIEnA lOTBpROB AYD.CONp(1105 m USE HCHNNEU GN'MH 10 LNSTAMATON Y.LTALS A-F. CCNCPETE i ALEEGNCN 0-Y, CMCREYE/�Of( jodAos SHEET 2 1 RETIRE H.Y. ACCORDION Pw4 (W SCREWS), USED AT BU IM KNUCKLE ART TOR IMECr MOUNT CONNECIMN TO TRACN^ WALL BE /14AIS' AHD P14xl.70' NEG4NRETLY, 410-W =WON wou CENIERMATE I DETAILS HY SHEET N SIAMCBS STEEL SCREWS WIN I= W TELD STRENGTH AND VN Ad woeLE siHEN01N. Pws sRAL eE COAED MR oU NM HY OM3tO5XIELO Coves SYSRM A4 UVROACIUREn BY APPROVED CCNTEHWTE ALTERNM1TNG DETAM1s NV SHEET D COATING ADPUdTUP-L REGISTERED WRR ARG W, SIORTEt SYSILM3 ATSOLNiIOIt PIES M15T BEAR RE HV NARMNG ON MDR NEAR 4. AL ALYNNUY ExImSI0NS 5NN1 BE ILMMNUM .tS40CL1TIaN AU,, A1iD-TOM AS INU,W U GN SRTEIS 2 ANG 3. MORRO YEW STHENGTH rat 8oN-T6 ALLOT S TOO HEI Me 3&7 41 DOH. END CONNECTION DETAILS 1-8, COVCPETEJBLOCN SHEET 10. M-70 NLOt. ENDECTIOTABLEs SHEEP 11 5: ALL SCREWS TO LY, W/ NLesso;G WIHEI LLING OR 316 ARA SERIES OR COAROiJON RESWANT GDATEO CARBON. STEEL A3 PER UN EDOTB WITH M W M61 )XLO MICRON, AND YO 4M Mw. 1CNSLE STRFNDRL ANEW ECHMUIX- CONCRETE & BLOCK SHEET 12 AND SNAIL COMPLY A/ ELOODA BULDIND C SECTION 241C.3, . SGIEEuke- ANC*NNT CONCRETE & BWCM SHEET 13 a BOLTS TO BE ASTIR A-30D 3410wOED Sim OR AM W, OR Jib IDGE STANIBS: MM WR11 M IW WROA04 MOD MIUMN AROHOR SCHEDULE- CONCRETE & SHEET 14 , ANCHOR nHMEAE- WOOD SHEET IS Y. SEE WE FaLOWWO WEE MR ANCHOR WMECARDNS: MA.PEACE 0 : 12.13.14.14 AND 20 I NSTALLARON DETAILS M-A WOOD WELT IB Iry LOADED & o WDRwnG INumsaY: It u & m wsruulIOx GETAAS s-x, MDGo sHEEr 1T S INS BERIY. H.Y. ACCOROMV SHUTTER SSTFI1BENt9 A US. PATENT /BYla.6B2. 40LMGNFNiS Oi T63 APPRWA AAiE w WNOIE ON w PART BY U.S PATENT 13'4311T0 SSVED TO Us1EUi END CONNECRDN DETAILS 2-12 & x, WOOD SIMET IN META SUPPLY. DR;. 9. IT SNAIL BE Alf RESPON ECITYMOBS H WE COAN. WHO TO YEWET IN ORMAKAH, ON WE SIMICIURE TMERE SORTER a TO BE ARACHED To DZURE PROPER ANOtaNOL CONIR4CIOR-TO STI1/CAUtX AA4FA l; HV WINDOD: BLADENA ON Y ALL sxunex wMPaanr EOCEB WHICH IaALMn, Amu rASTEAYc w WHmLUDIs CONTACT MH THE BU¢MN TO mfYENT Wem/ew, wIRD9oIE TYPICAL SHUTTER ELEVATION SHEET 19 td EM UNIT xw5f Drµ PERMANENT NI K ALL w A YNO L PUGS Wtitl WApxpa NMEf 01441G PERItxb OF Nl9U8rAHE WMNNW'HO¢ OWNER, TENAtII; OR ORERS. MusT vNDPEdY CLME AL IN AND tIO I cxrRETDtA1Er ,wD ExruE OR NICK AL erA AND HD LOda, AREA 4: HV WINDOW BLADEELADE ei ON Y 11. LNUNET MAVACTURER'S-LIBEL $KAU BE LOCVEO OR A AEAOLY AITBLE LOOAIION AT ACCORDION ENGINE, N ACCORDA:LE MtH SECTION IT08.R.3 a RGWWA BECOM Cant» ME LIBEL COME DE NSTKUSION DETAILS. METAL S1UD WALLS SHEET 20 OIACFD' FOR EMIT OPENNG VECUNC TO COMPLY WOH REGION IT04a1 Or WFLOMDA R,,,NG. LOOS. 12. BERTHA N.V. ACGOR HO, SHUt1FR SrsTTM5 INSTAMATION SHAL COMPLY MM'sPECS NOO:ATED-IN. MIS DPAWNC PLUS AO DABINO AHO NONUG HERNIATIONS MGMCt) DY ME.JURSIXCIION MfHE PERMIT M APPLIED 70. 13. (e) MS P.LO. Me"Res fi W o LNGMEER IS MANIC AND DOES NOT MOWDE WCO Mil FOR A SITE SPECIFIC PROSCC. LR. WHERE nE SIC COI'.glgyg p,µ,ITT. MGM THE (M) CGR PACTGR TG BY RESPONSIBLE YOU THE S6LCCHCEE, PNRLNaBEANG OSTAMADON INcwaNO UTE WE" BE n6s PROWCL WAO ON nas RE.o. PaOMGLD HE/SHE DOES WDLYLATE rRou IRAWING SHALL ONLY BE USED TO WE CDVpnaN4 (MARM ON IRS DOCWENT. CONSTRUCTION 3ACEIV At Ca 6 THE MUIRACTGH•s ftwws DUN. D MIS P.La w6L BE moms co NWLto,w ALTERED BY ANY MEANS OTHBTAINS PERMITS IN THE STATE OF FLORIDA (N 511E sPEMIB PRCAOTS S HtL BE PREPARED BA A FLA924 REOSIEREO ENUMUCH OR ARODIFCT WHICH MU. BECOME WE ENGINEER or FE M (LOA1 FOR THE PROM" ANo WHO W61 BE RCB ENNE r0R ME PROPEL LEE OF THE P.ED. ENGINEER W RECORD. ACERB AS A ISLEWM EIGNETA TO THE PLG REY,EL CROMER $HALE. SUBWT M IN ME ME SPECIFIC DRANwGS PORE (R) ORIGINAL. PED. MALL BUR THE oATE A B ow:Nw. gµ AND s1GNxTLWE M ME MoETEEHINAL ewoon , aT RECORD MAT mePARro R. w'- ."A%✓1 o]OtT nlax4 NG I . 02017 EASTERN MEAL SUPPLY, NG ASSA M ZEN �L�r p, Accordion Shutter System YL N 6J American Shutter stems I, EEott @t *g OR:w/o OUT w HH BLADEI& IT tILUT TESTING t ENGINEERING COMPANY N. x eGLL.RPneM eAN raAW. N. 1D 'AN NM Hx I. R. MA yB. aNR,,. wgKE.NOW,.u, Aaeaatation, Ina: 111 arc 13-Das TI aa: DT/ST rT (36s)m1-Is3R , TRR : L3m7en-uv '4268 WestIoNds Dewo I x pRAWING No ;<s�rMM&Rr<a+ 'West POIm Beach. FL 33407 Ix 'tTp naEat L .,0, P F. CT'-Ivm.NAYt IOCInATr WARN A Tatrt a. PC, 1 a _' 7—t 07 lU' HV 30LID BLADE COVERED UNDER US PATENT y 8958179 iR HV WINDOW 13 AD U NS OF USE OF S ON SHEET 19 QUALIFIED. FOR, USE W/ HY t > 570 11 MD HV CEILING HEADER FOfl USES R ALI 1 ONLY, SEE SECTIONS FOR VALI 6061-TB ALLOT AM TEMPER iF�== ommi W/ Iry P3iHY UNIVERSAL FLOATER OVALiP1E0 PoR USE WJ NY BIADE{I 6005-1I ALLOT AHD TEYP[R vao S 6 per• 0 Im r J 1� 1 6 (9 HV HEADERAIL Q—FIED Fit UWw A 6T6SANDG�IONLY L==-ro ALUMINUM ANGLES QUALIFIED TOg USE W/ NV BLADED ONLY. 6065-76 ALLOY AND TEMPER �0 y/J.InIED fUR U,SE Yl NV OWE(1 .� 606S-T6 ALLOY .WD twER. B HV WA EOVER TRACK QUALIFIED FOR Q(($t� : W/ NV 6005-T6 AIL�OTEABO TEMPER CONPCpFm A a ry M a' 5• MAR. Ve° 178' 2' b' MFlL 0.19a' LL19Y XX� gy 2S 7• um 0.190' 61R0' 19 1 a' 5' MM 0109' Oibi' oro1T arzcD, D1C. IL ECOEN.. / TILLIT TESTING. & ENGINEERING COMPANY AM" XR S' . S6Y WSCeF GN9U�9.fIPtM F ht P : CW51071-1539 . Fm TEMPER 994' ry Ia 8 �9 NV TRENCH TRAG.t xbs• QVAUFp FOI ONLY. Mill _tN BtAOE AND I HV RAINGUU$E W 60G5-T6ALLOY ANp. IEMF[R I QUAVfTEO FOR RO W/ NV YAW CS T.938' E I GDO-76 ALLOY1 TEMPER, (B TEMPER A■S.a�i■N■ AmeNcan Shutter Systems. ASeOa(C11On, Inc. 4268 Wastioods Dri3Bva West Palm'Beach; FL f07 Accordion Shutter System NV, aA)E #1 W/ OR W/O HV. 157FDDN BODE IXS5111P119« wrc ,y eT L.u` I It OJa IS-6e5 1 tl5$ 07/aT I> x.. ie DWIWING rya HV GENTERMATF, 7 USE W/ IN BtAi) SO f-T6 AtAAY MiD TEMP nAN B man O1wmN LOCKER FOB "T" L9CK CENIERMAM OUAUFIED FOR USE W/ HV BLADE t)ONLY 600-16 ALLOY NA INNER 19l ov - su• _ _.E Swy HD CENTERMATE W ND I G ROD QUALIFIED FOR USE W/ FN BLADE I ¢A. 6063-76 ALLOY AND TEMPER LOCKING ROD A o1ULIFIED FOR USE W/ HV DLAOE(D 0065-T6 ALLOY AND tEYPER HV MALE "T" LnrK CK QUALIFIED FOR -USE W/ NV BLADE 1 gNIY ..-Is ALLOY AND TEMPER. Iw L.}as'o H"/8'0-76 AGE. ED FOR 606l-ts a,e1 4.14 HD�fF�NT�,R AM TE15. r' DUAUnEO FOR USE W! HV BLADE 1 & e06!-t ALLOY D TEMPER r ,flo (E•'/j HV 1/4" m-20 AISI 304 ¢ S TF; MMICREWS WU tltO FOR USE IN/ KV BLADE iQ 316 3, anta lNwdR -IRKI p.,.ro�n ",� IOwa¢ wAttn) prl ®HV LOCK ® HV R O K OUALIFlED FOR ON Y.HVBIADEE t h USE W/ I!V (A ONLY. ]40' Do RASTm NGD , 1e' 2 • YOLOFD TO SCRKW ,6 j66'AFIFR RrvE,A 1 4"D-20 RIVN "mxs GFM Ncw+w EZOte-n..lum} wrt _. mw tvIEF NU16EAL Pun imaa As WNIIFACNREA mANifl, ftl[RM.fp,g4A. pN&MDf(. "M.A4b Oi03, OR.FgW. Hy, Or" LOCK @ HV A RNATIVF LOCK OUNJFIEO FOR USE OVATLFIED FOR USE 14/ HV W/NV DLADE(D ONI,Y. BLADE 10 ONLY. 44: Q — I d 3.6• �c ^ 0" 1}KIImIMx cnemm aR NCI CIW+@R OVV W 1 .1a4• Ym. ON TMOri=NN OR KEY Ary Mtn. C1YIm�A 0 HD LOCK BY NECIOR HAROWAREliaosmsE LLp s sEFOES 2011 NOK. OK BMT LOC •. __ OVAURED_ FqR USE W/ NV BIADEO} h G /.ram O20:) Rl[t0. om.. 1=17 CnA'SIIVINN.�YpEE'A�L SLINKY. we. 111,1'P131l_T... IL ECOINq. A,S,S'i.A� Accordion Shutter System TESTING § AmerlCgn $huifgr $}'918T9 WIN OW BLADE !l�EMM11��yy..TILUT ..' ENGINEERING COMPANY KSA .M. xa. 4. E4..Saa YMw GNmcFWpal:.v1 ABsgcfgtton. lec. MOW/. , ORf4pt Sb . FN, 1 (bS)0]1-,4}i -"1�I°West 4268 WestYOOds QfiYe pclm Betich, FL534O7. DRAWING No o� M'AkAiNs U : �� :�«16` t�—toy � SSEMBLY SCHE t E�FORkV 1C1 HV 6AE IE toG r RECESSED NYLONGUSHINGRT RECESSED NYLON. BUSHINGNHAT WASHEREL CARRIAGE. AISI. 302-303 SERIES. 0.870513/16' THICK NYLON WHEEL. 0d88`0 ALSI 302 SERIES SS. RIVETS MJ W/ Q8 HEAD HVW/ 98.. HEAD 0`POLSTANT Mw HV WINDOW EOURREMENTS AT EXTERIOR MAU-UUME-M (t) HVPIN,;0 SHAD. ALWAYS BE USED AT ALL EXTERIOR 't3, BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV IO OR HV (9 EILAOE. TICAL'SHUMB ASSEMBLY (2) HV PIN 9 MAY BE USED IN UEU OF Q AND, ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION' SYSTEM W/ HV 1D BLADE WHEN CORRESPONDING TO INSTALLATION 0", SHEET 7. oU2.' (3) HV PIN is OR 0 t/ THICK WASHER T P. i RE SHALL DE USED FOR DIRECT MOUNT INSTALLATION PER DETAIi X. O NT STALL PER DETAIL SHEET #*EL ORBIAGE DETAIL MO17, X4 l WC, ILTL ECO TIUJT TESTING & ENGINEERING COMPANY 8.35 ww. ,Ica. $,. W. 1el. K+GAN 4199! C. homn cwe cnosuxt:ls=n . f,.. nama.._... 2 RIDR +� .aaxs- Stf°W+-J� osxs V LizINITIraai POLI2:AR80NATE SOUTiCES iOR a n�ufwmxln � urtlu&[ WWar i e1w�f mm,.x tl� _ u.wo Erg setts awmv acc�a: I ,an »n. ow roA,' coat mYJ,. Ntq'y Y#tai[Anclx �lb NW O.tLG fat I.%@..tY. !LL'RLL SeI4XC1rt J'J ntW N 1Y600 eat IJ..W fat ne+uw uvnnex' mstt, am :iW 11tlAW r+t ibAW.ptt roam uro nsw waa ra m-sA. Jl rr,.m,2 W d!J JSM Oaa+x 4!A f tAS A rX WJK iwrJi: W[ I ,uv ous 4+ isles 4! Wa id! �Jc# I A^Ri 64Yb ON T pq y' � 41" ' 1WHK 6@MM MAIX'14G Mb (`A li0t PJt d10 FM" AAP6 %MEE Mfk3 WAPf1 a1U .1 tEttl Nt 1 d161 Pk tON NA A.s.s.A. AmeriGdn Shutter Systems' Association, IDe. 4288 West=ds Drive Meet Palm Basch, FL 33407 17— -9•s;- 0•9a ""n L 6 GY• M N 5 1 V -.�y '. III � u��a�ati��ula•L/tiiivii�aiiitsa ��,��• O' O. O• fl• O. O• O• O. O• U• O• O• O• O• O• fl• f NE NY OF S MAY a. x 1/2 ALSO BE USED AT ISED AT t/2.OF CUM WAN FOR ANY SPAN ' 70 105', AND F� iN5TAL5�ROM5 T ANY, REVE LOON• ATTACHED iO FFYY OR UMT1ON OF LOOK ShAll BE AS I OICAVBN5- ORFOR SECURITY iVMO5E5, UP TD IIYD MV DM CONNECNON CF LOCKS TO CENIERMATESlg ELEYAIpN. AT SPAN OOS 0 RM1NUT AS SHOWN ON SEWN NYE. SNEEf 8. ONE LOCN�SW11., 9E USEO AT %I/Nr SN/UTTER SPAN ON iY.'p LOGRs AT 1/0 OF SHUTTER wAN, B. MINBATORV muOmnN. 8% RONNEYSTINE MOU10110 — _. ONE NY LOCKSHALL BE USED AT 1/2 OF SNUM SPAN FOR W SPAN OR 12- A,NNB OR eELOw //3 (W SNUnDt SPAN FOR SPANS UP TO OW. AND FOR WSTALIATIONS AT ANY EIEVAROF4 IN LOG( G !w 4 or ®NAY � USED % AN WSHNE OR OUTSIDE LOOK. ATPOHED TO Q. o, 0 SyMMETRMAL CD "TES W/ (2) 1/4' 20 v 1/2' LGNG F T REF, sS. LLS LOCAIK:N OF LOCK SMALL BE AS INDICATED ON TYPICAL 5HIRIFA ELEVATION. USE OF L0aGNG RODS 0. w/'.® OR ® TOP AND BOTfON IS COMPLETELY-MNIOAAmRY. CENTERWATE $, CI.E ALTERtUTE NV T LOCK WY NiSiµLEp �mt@'ia®. CJ}a. 81� . a INSTAW11g1 ATANY ELEMTWN ALT a, LOat jfe Y OF LOCk N INCIUOEi USINO NELyi'pR NC IACKEIi 10 aa] CONNECTED TO LENIERMATFS Q� ANO W/ YNNGNUf Ofl w/ //5"l-11 x1' INTO A eo .,: IAJ. 4/ lVl `4199'` fMX�YUN AtiDVEANe BELOW 11ia5pAN. LSE OF TWO LOCK TYPICAL n HV BLADE SHUTTER '-ELEVATION uv LDas FDR N.T.S. AS I11 D.SID[ Olt pNy�j -LOGL ARApfYEM Of HO loot Q RFLYFOECFYaR VRERT 1,�p AS SibNN {U{. SECOro15 NDS-NN LDOSPAN OR 12• J,AQMVU Snail OR AWK L4D5PAN. USE E Itpl/lp/ll �N' d Wl::. E.... i% 0811 AEm. Dw s� A.S.S.A. i 1 � ILTgrCp % � f .% j ' TIIIR TESTING &ENGINEERING COMPANY American Shutter Systems � CD f YO 6Si14M Nu. u, M 10'A N?tll�f{ vAm:L rtaot..,u, Association, Inc. Pnai1 n05;e2IaS1O. rm : SwsMTt-lw% 4268 WDst/ouds Drive •�'-:SS/n :•-�5� ..ldl ,;, �;°+'!^� West Palm Beoch, Ft 37407 >.o. NYAUtM MPII w/'o/e'0 a 1/32- N WAY BE BLSTALLD AT WOSPAN OR t2' :P AND BOIOM M MANDATORY, E NO LOCKG MAREE USED W = OF LIERNATE ND =K (8 UAY'M USED 5 /s • 31W FAL SS.MS. AND INCLUDES SAH2E'I ET RX LOCK U4Y BE Ddl AT L.g 5 cown.IRMY OPnewu- Kv. rc E. "gnLN[IS M'OIORS NJ.}i1NE SCPEW$ ME CONUY..nEtwtE�0.�v me at�xmaSi W ear 0 � / • .r,� iSEE Stl1EWtf ON W/ 1/!'-2a 0• m W. OA •� •—t -- 11 I III AE 8(� HV WALL HEADER INSTALLATION + KowoNc nasnva 1 ma.SOs°'ass "' wvpu wsEqmn , T ORIq�'• ( GUST 1 1 t, NeOw !_.,_ ux s2awlTwN roa Fa611NS�f (SCE, SCnfditE wl Snf GIA55 ae��•a.N ON SMEET I ; IaM EE SCNEWfE ON ii) � r I TRVSN6 N&(e %' ='� =SAN f % MT4Nz 1_J"`l'1 (SLE SCHEE ONdt3) 1/-2 12' LaNa1TB0K aaam sHY :SSNEEEE=SC1X3iW.M tlPL2E0 NCEE OCC IIJI v• WALL SILL INSTALLATION Mc W*N w EouaEn VNM 14) OHV WA L ¢II ) MCLNCNC2 STOCK HV WALL SILL INSTALLATION IV aEE SHEET 4 PA lma Ww ' INSTALLATION. DETAIL ASEEY&r 2WusaaCtlKKrS Cu+ CE WNSWm urc oRruu,nra (aEE SttadKJliGxs QN SXEEi 13) fitmF a E4EEi ,9 s .a... Q HV BLADE UM BUILDING i �.���' ewn TarzW oc. .I. ,�a41�i`�jCENSF -i TILER TESTING & ENMEERINO COMPANY '•'• ■ ■ ■ ■. American Shutter Systems , Aesoototton, �.... P; •'•4,. 4 oa xie< wa. a. iu, aa.MWA awl,,. nua, M's Ina. 1, mwm . (I.A71-1330. m. , Woa)nt-,v,' •'asJ�MAL.�N;.,•j4 "'"�s°�'dN 4268 Wastmaas Oliva ,a West Palm BOach, FL 33407 is r....r••'• au+w A naa x. a.E 1. OR F VtJ t/4,28 NUt3 O 12" O.O: wa. 40 No -107 1 +OttTE (SUE svva.'aa:Ac ON srcEr u) moms I OR �� Nlam amar mm E riNG f I + myQqG) / ✓ r� ,: f AlT[RN,IEANCHOR ' w aTpq �ij a L lQ•PMN �Se yJ i 7 w, a6 110 a/P IIDCu'9SRS'xPG i �) / 41 YY. mu SG(<Ma O 12• R6 I .//✓// y ,l// // �� .� Y, COCRETEARCNORS � © 7 � CSC EGIEOOIE GN 9NEEi ,] sues ��//j �e�,l ft�f rid of �J /! 7�f/�/f './,' J',%j% wn �. EG4a M d/ ' , mP qC �mu•.re�t Wr,- ,vto '_E i //_ aA47 / r� /%/:f%✓� issucw[ i n m�e�ao f l t�� /%�� ! l —!. G. ep�p nei MUC CONCRt ¢ u UNRb a,mmiQ 7 0 CavGREIE rut xrin taxrrn¢ ANuoRs REoueSG (SEE sumo[ ON Sxm „) RmuREo o a (SUC SCNfDmE ON sxiv 14) 11 TRENCH IN�TeI I eTION HV WALK —OVER INSTALI eTION � OHp FOR aP To i7Q -75 PSF A.So. 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A spS M O .SPAµ n6S 40 AI 8 ONLY ID roll WOOD ECOF awt, or As FAIV'.otirnfl POIC o OR CEIL IJ� ! 7 To OLATN I(SFE SORUKU m I 7 VJ ON sFNdT bt t8 1 1 — nwx - tsu RCnCIX0.0 ON SNra rS) A"rA Ia E>) ,Na NUOO w SCNF440.[ ONSNFFT IS) (i)BY-FLOOR LHSTa eTlou RORIQA B 020ix anocq we, R-1 E6Orno. /► �w ,J� A\SrS.Aw T141T TESTING $ ENGINEERING COMPANY American Shutter systems wu xv. ]ma, sE, w, GY+..v .A fA9006 hwrf:aW AssOetattOn. Inc,. 0OS)srr-isa . ruy ; fs+s)mr-iur .-"w3-tu o<re 4268 Weetrodds Drive. Walt _._ee-oacaTis P41M B0004 FL 33407 W END CONNECMON DEUII� {� 4C M. EN w +) ).+. ). )A: Mort 11m m.. IL ECO,Ha, TIWT TESTINe k ENGINEEMNa CCeReuv �rwrw pi'M W A.S.S.A. Amerlean Shutter Systems Assoalation, Ina, 4268 Wowroodaogi o Weed Palm '.Beach; FL 33407 FOR O- 04- : TOP. 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(CIC, OR MADE VOWK WE MW StA41EAb AJ con un M w (PJ1M�� ���_b®mom DL USER ALTEIVNrt TP'A SWP Nu 4ApoQ1 [5 SMKL rz 6E PSfNLW ApYGENi ro A SPYG 1W 1 Ai aY1Eq sroc a� TMn, (TJ m1.YCN1eDNA1E w NYDSDW ,ni S%LLL GE uRiNln m ayj TNS OA4 THE..pRFAGR OP 1NP OPFMMp P pflOtLREA M vxPOW t� uV3f WE OSLT P6)YEID 44016EIttD 11Il9G A MV SRRIG. TPP NWMm DI' /354 YIL A SR IMp1gt SPApG 5.1mRE f09 WSlALIAIIPYG R1N 4a0D iA1VE 6WW1A RI SMtT ItS/5 IOIP[P.B!SPAY .WD OE$gr La,D (SR.AgR9 1 k 2 IBOA7. PQKDO NWOU $pI(pREL O PBUYTI 12A LN13 PoPAIP ISM -0 QM K*,taka D O YMIL ON JNECIS if k IJ AY WmEO Dt ISM MO DF.LGN 1Wa' (bEE NPIEY I k I A6ug. A'. MICIIPM UFMIDDOF to R sCMOt%z Pat 94m E-199k WM Iam JAWAIM WP 110y TP QW41 1 11PY J I. 4 6W A,S.S.A. American Shutter Syetama Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 II AYANC No 17-10 43e � 43 o c•aa/// oa•¢ 1. MM- AS.O DESIGN PRESSURE RATING +75, - 75 6sf) 2. MA%. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING V ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 NY LOCK ARE MOWED WLTN 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 3F''Is (V LONG, MINIMUM) MUST ALWAYS OE INCLUDED AT TERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ik SLADE SLACK DETAIL H4F IS ALSO Nmub FOR CENTERMATE 2T APPLICATION WITH BUOEQ M ) k 714401-1 MaIY RICH: &IC TOLT TESTING k ENCINEERING COMPANY M um.m Vm w 'taxes an Rena: fY]5)Ni-lib.(av: (,k19�l.illf ce_asafts `fit �[1,i 6� : 'iVtliA��G'%fl6Tt' Nx1ca w roar x, vs. itb(�t U0. � MIL) 6 1/2- 1 'THRU S 4 A.S.S.A. American ShuNar Systems Association, Inc. 4258 WeatroaC6 Drive Weet Palm Sea,H, FL 33407 -1 aaoa• xo.: r- ,'»� i 00 j.14'e„ NDAUNAI ALOWINUM 5083-TS FtLOY I SCHEDULE )Loop• r-- MPa. aMUM UGMON �� LENafri wlmr r GLASS II. 1/4"0-2_ 0x3"_Bow MUST PENETRATE 4- f.3S3`y o� .221f• �- as0' e 1/4"0-20 THREADS 43cWiffl ON — OK NHDCD GOMPONNTS SME: 3/e•- I- L VIEW Y SIDE CONNECTION TO TRACK AWING NO 17-10 SCANNED BY St. Lucie County 1 FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE Y OF CONTRACTOR OIRiRRECORDTME archetti Residence 100 N Hwy A IA PHC2 ort Pierce ST. LUCIE COUNTY BUILDING DI ON REVIEWED FOR COMPLIANC a , . �/ 2 JAN 04 2019 ST, Lucie County, permitting 3 ARE SUBJECT TO ANY PROPOSED REQUIRED BY FIELD INSPECTORS THAT IVIAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SITE OR NO INSPECTION(S) W"E MADE r" BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS $CLADDING (PSF„) FDR A=.7-10 - PEAK ROOF M OR EQUAL TO 60 FEET at BASIC WIND SPEED = 170 mph RISK CATEGORY n BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED JAN 0 4 2019 ST. Lucie County, Permitting PEAK ROOF I- LESS THAN 7'-9' La GREATER OR EQUAL TRAN 7'-9' AND LESS THAN 12'-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSTIVE NEGATIVE POSTIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE AID. ULTIMATE A.S.D. ULTIMATE A.&D. I ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.6 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 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4. 974 58.4 30'-40' 9a7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 r> > 40'-S0' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 > 50'-6D' 97.3 1 58.4 1 130.3 78.2 92.9 1 55.7 1 121.5 1 72.9 1 87.2 52.3 109.9 65.9 INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. STORM PANE. LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILL- �E COPY vti(l "-`z�0 1 -DOgS FILE COPY PEAK ROOF HEIGHT (h) Lx= LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3' _ 1; e 0 ; POSITIVE NEGATIVE POSITIVE REGANVE ULTIMATE A.S.D. ULTIMATE A.ID. 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 > BO' - 9o, 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - too' 97.3 58.4 178.4 y, O7 7.4 89.7 53.8 157.9 94.7 F>Tio0i20;; 100.5 ~60:'3 184.2 QW_0.5A 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 1 58.4 171.3 1 102.8 > 160' - 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 160' - 200' 109.8 65.9 201.3 120.8 101.1 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' 11 .8 70.1 216.0 129.6 l08.5 65.1 191.1 114.7 > 300, - 350, 121.0 72.6 221.9 133.1 111.5 66.9 196.3 T 17.8 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200:9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 1 69.9 205.1 123.1 > 450' - 500' 128.8 773 236. 1 141.7 118.6 71.2 208.9 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-f0, FOR A BASIC WIND SPEED OF 770 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A S17E SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND D47ED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM?. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASD. 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 SCHEDULEITAKE OFF SHEET, ETC.). o+° p g ,10 °x°°xxx° os. o la®°YWO6I o `% Of /Au µ£SG 2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAHAMA SHUTTERS *F+' DRAWN BY RISK CAT. Il BLDGS 08109117 8 E C ®o b c. WAND PRESSURE CHART DATE T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph X J6M. a 8 = NLT.WAA 04RDM R JJ155 EXPOSURE D. Kd = 0.85 17-194 l,mx (J08)871-15J0 . I. : (J05)871-1531 mv. orsx.�v yrz xn: x. ocsavmx arz DRAWING No EB-0006719 WALTER A TILL? Jr. P.E. r a5 rs-rm /os/r J FLDRIDA lie. 1 44767 SHEET I OF I