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HomeMy WebLinkAboutPLANS��NNNED BY V CIVCRA1l INUIE1): ��M♦//A���Y��,apB�1EyyNECESSARY IN�O���R�DpE�R� �T��O��L�5 1. BERTHA ITV. ACCORDION SHUTTER SYSTEM SHOWN ON TOS PRODUCT WXUADON DOCUMENT (P.E .) W6 SEEN MEDE E,C0MR6Y I�MN4'LI1 kBk6 f O8 E9jPA MUM CODE THIS FCCOID)ION SHUTTER STSTEu SWAL NOT Be PATALLED AT HIGH VELOOIY HURNDCME ZONES, DESIGN WMp IMOS SILL BE OETERUINED AS. PER SECTION 1620 OF THE AEOYE MENTIONED COOS. FOR A BASIC WIND SPEED RECURED BY ME JURISDICTION MEN, SHUTTER WILL BE MULLED WITH.A ORFCDONAUD FACTOR KO-U.BS, USING AYE 7-10 AND SWAT. NOT EKCEM THE N4KIMt1Y (AS.DJ DESIGN PRESSURE MR, M ,,,= ON SHEETS II THRU 15. 19 & 20. IN MOM TO K.RFY ME ABaVE CONDITION, ULTUATE DESIGN AND L1404 DETERMINED Pat MOE 7-10 SWNL BE PH, REDUCED TO AU. GESOM WINO LOADS BY MYLTMLONG MEW BY 0.6 M ORDERM COMPARE THESE W1 MAL (ASD) DESIGN PRE!MRE RoM1NM MONATED ON SHEETS II THRU 15, IB & 2O IN MGM TO YEA4Y TINT COMPONENTS ART ANCHORS ON THIS P.E.D.. AG TESTED, WERE NOT OVFA STRESSED. A 33 R INCREASE IN AUu W AE SIRES, FOR "a TONS WAS ADE USED IN THBR A LY95 HOWEVER, A WHO WMTON FATTOR C I.W WAS USED FOR VE ,,WON OF FASRINEPS M NDO, BENGNA H.V. ACCORD" SHUTTER SYSTEN'S. ADEEUACY FOR WHO MIO.LARCE MISSILE IMPACT LMO HAS SEEM VCRITEO IN ACCORDANCE WITH SCION 1609.3.2 OF THE ABOVE MENTONM CO,, m PER AT. REPORTS: -W BLADE 0 #0214.01-03, MIS.01-03, /100101-05. IllZIC01-05, /W17.02-06. /06G9.01-10 AND I9210D1-11 A, PER TAS-201, TAS-202 AND TAS-203 PMTOCOIS MO ASm E-1886 AND E-1996 STMMOS (MISSILE LEVEL D. WHO ZONES 1, 2 & 3) A /1220.01-10 AS PER TM 201. 2W & 20 PFOTCCOS LARGE UISSLLE -HU WM ON MADE m IT505.01-08 AS PER MIM E-1686 AND E-1996 (W.SSILE IEVFL D. WIND ZONES 1. 2, 3) U44C PROTECTION ONLY MD / 0725.D1-BB lS PER Ds 202 PROTOEGL 2 W B1ACE0 ANT W WNDOW SATE ® ARE ENGINEERED TO MWt W UNISON WM EACH DRUM I ER'ME CENERM. LIMITATIONS AND CONDMONS OF USE, MECUM ON SHEET 19 3. BERTHA KV. `[COCOON PINS (W SCREWS). USED AT BLADES KNUCIDE AND FOR ERECT MOUNT CONNECTOR TO TP.YJ6 SHALL BE I14z 35' MT /14K1.T5 It®ECTNp.Y, {IO-M' YR1MUu SEPoES GTNMLE6, STEEL SCREWS WITH 135A W YIELD STRENGTH AND ISO bH TENSILE STRENOM. PMS SHML BE COATED WM BEGIN W OAONSHAED C&4UNOM. SYSTEM AS.MAN. 410-W U APPROVED COATING APPIJO,TO . TECISRRED WITH AMERICAN SHUTTER SYSTEMS A,SOCNTION. PHIS MUST STAR ME W MARKING; ON MDR REM.. 4. ALL ALUMINUM EOMURMS SHML BE ALUMRNM JSSOCOM GN ALLOY AND TEMPER AS INDICIUM ON SHEETS 2 AND 3. MMN M WELD STROH M FOR 6DBJ-16 ALLOY 6 30.0 Rat AND 35.7 I:ai MR 600E-IS ALLOY. 5. ALL SCNEYS TO BE STAINLESS STEEL SIM OR 316 ASI SERI M CORROSION NESSEANT CODED CARBON STEEL AS PER ON SODIa WIN 50 W MIN. WELD STRENGTH AND 90 ci MIN. TENSES STRENGM. MD SWLLL COMPLY W/ F ID4 BUILDING GOOE SECTION 2411.33.4. & BOLTS TO BE ASCU M307 OAVA M STEM. OR NA J04 OR J16 SCOM STNNlE53 WE, WHN W W MINNUM YIELD SIPFNCRL 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPECIRCATONS W BLADE (D : I2,tJ,14.15 AND 20 HY MADE 0 & Q WORNMc W UNISON: 12, 13 & 15 8, THIS BERRN H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S, PAW I6719,582. COMPONENTS OF THIS APPROYAL ARE COVERED, M WHOLE OR IN PALE BY U.S. PATENT 1$'455,179 ISSUED TO EASTERN METAL SUPPLY, NO. 9: R SHALL BE ME RfSPoN51M[IIY OF ME CONTRACTOR TO VERIFYME' SOUMONCSS OF THE STRUCTURE WHERE SHUTTER -6 TO BE ATTACHED TO INSURE PROPER MCHOUGE CONTRACTOR TO SFAL/CALRN ALL SHUTTER COMPONENT USES WHICH REVA k DRU FASTS M M CONTINUOUS CONTACT WIH THE MUM TO PREWENT WEND/RAN MTNSIML 10. EMN MIT MUST BW PERMANENT LADE• IN A NSIBIE PIACE MH WARNING NOTE DURING PERIODS OF HURRUNE WARNINGS HOME OWNER, TENNR, OR ORDERS, MUST PROPERLY CLOSE NL NV MD HD CENIER1AlE5 AND ENGAGE OR LOCK ALL HV AND NO LOGICS. 11. SHMTIER OAOJMN S LABEL SHALL Be LOCATED ON A RUO&Y MSIBIE LOCATOR AT ALNORDION ,MUTTER HI ACCORDANCE WITH SECTION 1709.9.21 OF FLORIDA MUM CONE. ONE LIBEL SHVL BE I M FOR EVENT OPENING. LABELING TO COMPLY WIH SECTION 1709.9.2 OF THE FLORIM BUILDING CODE 12. BERINA KV. ACCORDION SORRIER smS TS 05TALIAION SHALL COMPLY MI SPECS MMGTED IN THIS DRAINING PLUS ANY MUM AND ZONMD REMIATIONS PROVIDED BY DIE JMR60aTION WHERE PERMIT 6 `RUED TO. 11 (a) TH6 P.E.D. PREPARED BY TORS MONEER 6 GD4 MC AND DOES NOT PREOUE HIFORATION MR A SITE SPECIFIC PROJECT; 1- WHERE ME SIRE CMOTIONS OEVNIE FROM ME P.ED. (b) CMIRACTOR TO BE RESPONSIBLE FOR ME SETECDON. PURCHASE AND INVG TON MUUO W USE BWLTY Or TM PRGWGT, BASED am M6 P.M PRW= HE/SHE Me, NOT OE M FROM ME CONDITIONS OEMECU D ON TH6 COMMENT. CONSTRUCTION SANETY AT ME 6 ME COMPACTORS REW0N0BNIY. (a) THIS P.E.D. NRL BE CONSIDERED TWWD V ALTERED BY ,, MAGI, (a) SITE SPECIFIC PROTECTS SILLL Be PREPAED Of A FLOWDA REGISTERED ENGINEER OR ARCHITECT WBCH LULL BECOME ME ENGINEER OF RECORD 010A.) FOR ME PROJECT MO WHO WILL Be RESPONSIBLE FDIC ME. PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEWTIM CRGMEER TOME P.ED. CROWDED SMU SUBMIT TO THIS LATER ME SIRE SPECITC DMWNR FOq RENEW. (a) ORI PEG. STELAE BEAR THE DATE AND ORIGINAL SEX AND SIGNATURE OF THE PROTSSID MD. ENGINEER O RECORD TNT PREPARED D. N.yIlt—1 �4-vo3F :5 'eLXdTu Aq (— ST LUCIE COUNTY BUILDING DIV2SIOnt Iran DUEW, INC. V.....ut- • s s IL ECOEwa. IT ' ♦ TIWT TESTING &ENGINEERING COMPANY r♦, ess1 Pnane ; D9S 71 m weaae ymsrs, 11ma u p )9]t-t5]G , rar: (3p518T-191 1, P.E. HIT CONCEALED FASTFNH(,g OR AffABHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD TABLE OF CONTENTS DIENER& NOTES SKEET I SNSDIEW COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL. SHUTTER ASSEMBLY 38-44 SHEET a TYPICAL WINDOW SLADE & WINDOW DETAIL AREA 9• HV BLADE (1) AND NV WINDOW B Apr 64 (WHERE APPI ICAn_L) TYPICAL. SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 MSALLADON DETAILS A-F, CONCRETE/BLOCK SHEET 6 MSYALLATION DETAILS G-M. CONCRETE/BLOCK SNEET 7 CENTERMATE GETAF.S W SIRET B CENTER UE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEORE- CONCRETE & BLOCK SHEET 12 ANCHOR. SCIIEMRE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE &BLOCK SNEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 MSTALATON DETAILS M-R, WOOD SHEET 16 INSTALUTON DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3: HV WINDOW gi Apr & ONLY TYPICAL SHUTTER ELEVATION MEET 19 AREA 4: HV WINDOW BIADE C ON Y MSALATION DETAJIS• METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AT,SI.S.A, American Shutter Systems Association, Inc. 4268 Westroaas Drive West Palm .Beach, FL 33407 H.V.. MADE d1 W/ 1R PLANS NIJ PERMIT MUSTV N JOB FILE COPY SITE ORRNO INSPECTIONS)) WI E MADE No 107 THY SOLID RLADE COVERED UNDER US PATENT 6 5458179 1g HV WINDOW BLADE EE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6053-TG ALLOY AND TEMPER 636' e] ' pX7ND . ©HV ADJ. .FLOOR TRACK QUAUFIED FOR USE W/ HV BLADE <I 6063-T6 ALLOY AND TEMPER 1.917' OHJ• J' M ep. 8]0 LB6C 11 HVCEILING HEADERCEILING HEADER 0 IEIED FOR USE W/ NV BLADE 1 ONLY. SEE SECDONS MR VAUO 6063-T6 ALLOY AND TEMPER �I �I 1e1 X IM Y MH 1 +!-_-➢III-_l 1' 1' 093' �1 b� SIDE ANGLES Q AUfIED FOR VSE W/ W BLADE 6063-T6 ALLOY AND D TEMPER s4 a• � 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE lO 6005-TS ALLOY AND TEMPER 1 aer (7)HVO AEESERR WW//LLIIPP BLADE Q 600-76 ALLOY AND TEMPER VAOES � O83• 6]0 1© HVHV HEADERfSILL OVAUFIF63R6LDE1ONLY 06TAN ANTEMPR ALUMINUM ANGLES QUALIFIED FOB� USEW/ HV RUDE CI) ONLY. 6063-T6 ALL Y AND TEMPER OQI1A1ffIED FOR U5E W HV BLADE 1 6063-T6 ALLOY AAW TEMPER A 4i WALK —OVER TRACK OUAUFIED FOR U9E W/ HV B ADE I 6063-TB ALLOY % TEMPER 9 J6' ' pp3. 09J' g 670 d Sbx ' 1d HD CEILING ITN N AD R/SHIN AD R/SL QUALIFIED FOR USE W/ HV .BLADE QI SEE SECTIONS FOR VALIDIIY'. 6063-T6 ALLOY AND TEMPER CMIPDNENf I A 6 I T1 T3 © z• 5• NAx. I/V 1/8- IB x' 5' MAX. 0.192• 0.192' 19 x9' >'MAX. 0.W also. ® x' s' MAX. 0.139' aul' i= MIT mnc0. INC: X IL�E O TILLIT TESTING & ENGINEERING COWANT IN. ]0Y\ yi Sb. %S NRMN EMN.`I; ,I.pTA 1 PMw : QOSI011-ISID . Fm : FJrtSM>I _f i\1 . A TA flMa Me u I O5 HV 90'�18 TARTER OUALIFIED FOR USE W/ IN BLADEQ 6063-T6 ALLOY AND TEMPER 6] ' B9t 0 642 12 .9x0 O HV TRENCH TRACK OUAURED FOR USE VI/ HV BLADE (D ONLY. 6063-16 ALLOY AND TEMPER VMS 1.836' .135 93• III ,�✓�r 14 HD WALL HAD R[!II t QUALVILU FOR USE W/ HV BLADEQ.ONLY. 6063-T6 ALLOY AND TEMPER X Y Y x' 0.125- 3' 3' ac90' 0! GORNER POSTS QUALIFIED FOR USE W/RV EIADEQI 6063-16 ALLOY AND TEMPER A.S.&A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 10 HV RAINGUARD OUAUFIED FOR U E W/ HV 6053-T6 BLADE EA it TEMPER Dn Shutter System OR W/O HV. W1NDONN BLADE AWING No 17-107 Tfr �• � 'n 3 32S• P�e)i 21 HV CENTERMATE OUAUFTEO FOR USE W/ HV BLADE 1O& (B ONLY 6063-T6 ALLOY AND TEMPER y 7 PAN a nmT O NDN HV MALE "T' LOC TE © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLLDEQI ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER _ 3 Om .zit f OOLSPIIFIED FOR VSE YI/ HV BLADE 1 & A 6053-T6 ALLOY AND TEMPER VMEs. 12• "iH I/t .-20 SS OR vt6 1. w<rtK "wuwcxL3w. (sEE m 8 ® LOCKING RODA QUALIFIED FOR USE W/ )1V BLADE( 05 6063-T6 ALLOY AND TEMPER A INSTALLATION WILL REQUIRE A 7/16- HOLE 6065-T6 ALLOY AND TEMPER CQ nYa iV.T IFf➢ rMwM:FD SSY.£ b116 PAMIFD n TN) a P S " ,f I S" - J16" m): Pww"a¢ aT' QUALIFIED FOR LLHV BUOE 1 k O� ONLNLY. 3.161 d 3 1 JUALIFIED FOR USE W/ IN BLADE 1 & t9 6063-76 ALLOY ND tEMPER 21/2' I/s•P 0-20 AI I 304 5LEIES S.S.TH MBSCREWS OUAUFTED FOR USE W/ HV BLADE 10 1 E US! swo a x[S$ IIIRI u0& fIZErIPLA m) ® HV EGRESS LOCK QU.WFlED,�[[CR USE W/ HV BLADE v& ®ONLY. a50 OA S16' .L��f$L��J9� PNSIIC MEAD � „1 2. MOLOED m SCRLW ^ 23• �� -mO-AFTER RNETNC 1/4"0-20 x 3/4" eENRE RIYEnxc SS THUMBSCREW 1/4"0-20 RIVNUT* "SMM 9W y -- (20.-13 sum) VALE NANCE: RAN 0 2 SYEET NVISERE PART / 0620. As MWY61Lry6C0 13r AY LI,fARV igTgm. AA6�v ,, IHV JOiSEY WttN M EVJPL ® HV "T"'LOCK ® HV ALTERNATIVE LOCK QUALIREO FOR USE QUALIFIED FOR USE W/ HV W/W BLADECI ONLY. BLADE iQ ONLY. 3' O ^ AN 00 �THUMDILIRH KEY C, N OR I(CI CIDHOCA 0-0T5 Mn. 1 .135• MoA tNUMmuRx DRC""l(LYE" Ls um CVMxDEII BY REGENT WAR ®MORTrsSE Lc0c; SERIES 2333 NOOK EMT LGE, QUALIFIED FOR USE W/ HV BLADE 1O& 0 1P`1q[(.r '•'•• "20q. iItRW, wG ®201T EASTERN METAL SUPPLY. INC. RTHA 1M Accordion Shutter System E` 10EN ✓q i •: IL c O LNC. A S S A • * d' /' * ! TILLIT ■ ■ ■ ■ ATB1100n $t1YNOl $Y9teR18 KV. HA➢E'B1 W/ OR W/O.HV. WINDOW BADE n. x o[savnEa art ORAAw er: EC A • ,S'j4—. IA f.ti t TESTING & ENGINEERING COMPANY eus "..,eeu. a. s-.. Me. r, cm\ XNs. nps. w" As50C1Ut100. InO. I OLD. 15-085 T/t)/1 wro oT/2] n FP.:: Lx5)di, m1 4268 Westroods Driva 5 DRAWING No �P''• `ORIO. ' aA{. sPs C, ® iCeO1B �"' West Palm Beach, Ft 73407 "- VS/A•1•' •""'• •cF"' ,PL1 N/l1[R A 7RH JA P.. �6 1 / —1 O / 6 o F AiAGnY:T:orPin.Tr rtoaw Lc 0 .167 _ SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV Q HV BLADE 1 ® HV ,BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870k3/I6' THICK NYLON WHEEL 0.188'0 AIBI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 BEAD s ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD x ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW OOR E)(TER101 or hw OLARFMFNTS AI EXTERIOR BLADE KNUCKLE FOR Y (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR HV 1® BLADE. TYPICAL SHUTTER A MR Y x. s (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q Pe321' BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. 0K ,t- O (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16- THICK S.S. WASHER VP. 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'e> SHEET WHEEL CARRIAGE DETAIL o]Dli Talew. wG IL ECO m,, TILUT TESTENG k ENGINEERING COMPANY 6IS9 Na. ]bA SL A, l0.\ NWi ExOc15. f1Ab P'. TTonp : (s651en-1510.. rss : fwslen-tsli nosoA W. r !{16) KNUCKLE om 2 RIOR 12' TO .062Y BLADE .0625' v gm - .062e ."2,- (SEE NOTE 'r ON SHEET POLYCARBONATE SOURCES FOR Tlmn �6 .m,uuc svowo Imvmc mar amf+ w m o>errn. srtvK vwm rrne 'w: Am WKe ow am' awT y' 1nB1E tlAD 9DPCIN ASIY qH HAW pai O.WJ Pu Muut s'mcm ti MW � Pm Ityq wi :;,W pat wwt IIWuw mn a.avm wt rs.Wo pLL wmao ¢W N�. Iu% Ie n-nn. n TT-m! 472 a eu a Ka MR 4f. AKp9:C 1Elu UPt1LI gafi C-1 CIAO II:1 CnD¢X ASry OiYA Id0 Y p9p'I lftld➢91vi4 Klu PI TZF StIRMIM'NRA 2VIfAN� ASN 6L YM3 Pat fl1tl P.l IFHmL 61R9 BVPC a£/.MW1F SIu 6J1 WI PLL MLO Oai A.S.S.A. American, ShuBer Systems AssociOtiOnr Inc. 4268 Westroo8s Drive West Palm Beoch' FL 33407 U2017 FA9QiN YETµ SUPPLY. INC. B R H M Accordion Shutter System KV. BADE 61 W/ OR W/O KV. WINDOW BLADE :Y. N D(YAIpIION I NTt ryy eh. LC. 1 aD is-oes p11 wTe. o7/n/n DRAWING No 1�7l�iISRi�77�A��If�f� �IL7i7 III I � ©n�Tn©. 7Oa©aT0 •�� �0�\• ®al'7 • (®(��nO�B • YJ O1 TYPICAL 1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CFNTERMATE *NOTES ON Hy LOCKS AND CENTENATES 1. YINDAItINY OIXlOTIION /1e ONE W LOCK (a Gr REY SIWLL BI USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR IY ABOVE OR BEI,OWr ]J2 OF SHUTTER SPAY FOR 'PAN' UP TO I 1,1MD FOR INSA RONS T ANY ELEVATION. HV LOCK (��SS a Q� NAY BE USED AS µ INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENIFALA9A' W/(2) 1J4.0-20 a IJY LONG MT MEAD S.S. N.S ..a. OF LOCK Sl BE AS INDICATED ON TYPICAL SNUfIER ELEVATION. L L NtOMO IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS'tES Qj OR R§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERWTES 0) OR �3 SNW. BE IS INDICATED ON NOTE (1) ABOVE LOG ION OF LOCKS SHALL BE AS INDICATED. ON TYPICAL SHiRTER ELEVAnoN IU LNWCE SHUTTER PERFORMANCE .LOCKING RODS 0 OR AN AT STACKING POSITION (NON HURRICANE POSITION). 4. MANOATlITY CoNGTOBN /2-.ONE W LOCI( 0 Y SIVUL BE USED AT CORNER CENIORMAIES FOR ANY SPAN AND INSTALATIONS AT ANY ELEVATION. W LOCK or ® SLW. BE USED AS AN OUTSIDE OR INSIDE LOCK. ATFACHEO TD d3 CORNER CENTERMATE W/(2) 1/40-20 n 1/2• LONG RAT HEAD S.S. MS TWO LOCKING RDDS f� AT TOP & BO M BIWL BE USED. LOCATION OF LOCK SWLLL BE AS INDICATED ON TYPICAL STfUFaR ELEVATON. MAXIMUM SHUTTER SPAN SHAL. BE DETERMINED AE PER SCNEOULES. SHOWN ON SHEET 12. MT LLLYAIIUN. Klt,K LATE LUCK NAY BE USED AS AN INSIDE -OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20n3/4' S.S. THUMBSCREW TO C CEIJmTMAlES SK41 BE MADE W/ 1/4'0-20K3/4' &M. RNNUT AS SHOWN ON SECTION HVE,SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SNORER SPAN. OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6, MA MMITY CON "ON /n MR KETSIDNF MOUNTING ONE W LOCK Q Or ®Gr ®SHALL BE USED AT 1/2 OF SIURER SPAN FOR ANY BPµ OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86, AND FOR INSTALLATIONS AT ANY ELEVAnON. W LOCK Q or p ® MAY BE USED AS ANINSIDE OR OUTSIDE LOCK, ATTACHED TO ® or 0 5111YEIPoCAL CEMERwlES W(2) 1/4'-20 s 1/2' LONG FLAT HEAD SS M.S. U0MGON OF LOCK SHALL. BE AS INDICATED ON TYPICAL SHUTTER 01YATON. USE OF LOCKING RODS 6 W/ OR® TOP AND BOTTOM IS COMPLETELY MANDATORY. 1NNGNBT MAXIMUM Y 12' •�HDLOCKS & CENTERMATES• 1.._ .__ 04 ALTERNATE HO LDCK(D MAYBE USED W MEO OF HV LO. 122. OR FOR ANY SPAN -AND INSIAIIATONS AT ANY ELEVATON. ALTEAIIATE ND LOCK © MAY BE USED AS AN INSIDE OR. OUiSIa LOGK.. ARACKMENI OF ND LOCK Ll9 i0 ®IS WJ ] /8 A ]/0• F.N. SSYS.. AND INCLUDES REWFORCEYENT INSOtf Shy AS $MOWN ON SECTONS HDB-tNS TO N IS W/, SKEET 10. IDCK WY BE IN$fAl1ID AT YKlSPAN OR 12' MATfINUN BELOW OR ABWE Y10.5PAN. USE OF LDCIONG RODS @ IS COWLLTFIY OP,O,, t I,. P lYl '1 �+`C\CENSF:,.,✓� i .� •: / f `/• *. 0 •. J `s S 6\a1�`` -SONALO e`` n v emT'fnrHNfiarn� in.m V a e20ww. MD. I� C- TILLIT TESTING & ENGINEERING COMPANY ux Ta sna,.: (=)a" -Taw . FG° : Lws)Bn_IS)1 -"'°W°�671°'°O"`. ,A L .P.L HOKYY I 1 a416/ A.S.S.A. American Shutter Systems Inc.-OBS 4268 Westmods Oliva West Polm Beoch, FL 3J407 02017 EAflERN MET, SUPPLY, INC. ER i'1 Tu Accordion Shutter System 'IV. BADE AT W/ OR W/O H.V. WINDOW DAM Ey, a s`sm Car sKBLC.A990CIOiI01r 27/1 oMe 07/27/I7 2 s GRAINING No 17-107 ....�.-. • L E. F VCHOFS POURED{ONCPEIE CONCDET NEGUMED (SEE sosouIE ON SHEET 1J) / ' TN�/ Qt6 ip1.0.YE (Srk YY4TPF �ON SNEQ N V Ea / / EA SCFEMS =NE uSNC 1/N'-20 MATS O 13O.C. as / F � OPOOND. I l ®� I YIN SERmORIN 10 OLAss I T Fn51WO MSEE SCHEME ON SHIM II) CURN HV WALL HEADER INSTA LAWN + KEYSTONE POMED CONCRETE-J (SEE SCHEDULE ON SHEET 13) I M CONCRETE SLOG%^ WI REWRED OD HV WALL SILL INSTALLATION POURED CO W ONC WALL PEONW NOTE FOR roWR .IN N OF SECTIONS, T- SEE SHEET . FM T1PIC.LL SHUTIOR SSENS Y E O. EOf:E OiSiM'CE 2- WOUNGNO SE Mn CAN SE OJYGNED (SEE SPECmOOWNs ON SxEtT IJ) M . WAY To SUM MIY TN$TAWDON, � :r�•uae�l��clyr_uara.�: CONCRETE ANCHORS WLNME sck (SEE SCHEDULE ON W/ 1/4'-20 SHEET 13) NUTS O 12' O.C. WIN. SEPMATION TO GV55. —(SEE SCHEDULE ON SHEET tlY—1T I ^n O HVHV WALL HEADER INSTALLATIONY U . SEPAxmsN m n.R i.L7 �CONO1[IE ANCHORS LTRUSS 0il/.' S.S. PI SCHE001£ CN TRUSS HEAD t.VL{IIhE SCPEIK POURED CONCRETE SHEET 13) W/ le-20 NUTS 0 12' O.C. OF NNCRETE BlOtit RSW WEO QP HV WA 1 SILL INSTALLATION INSTALLATION DETAILS W/ 10 'HV BLADE A\1 - �f' ,�GL•NS! C�9 .+ P s ' W-r!"On" r'........ `Sr-P 02017 TWECO. INC. IL-E o w TILLR TESTING S ENGINEERING COMPANY Ysss Rw.:w1, a. sYsu smarA c.aPOa, naYW u1 rnm.; (ws7m1-wa. ru:(m)s21-m1 -mY OIw.OPa.em [e- wH1rA .L TWf J�. P.E10. R049q lic r wT61 A■S.S.A. American ShuHer .Ty9i8m9 AOSOCIOtl011. Inc. 4266 Westroads Drive Wes! PDIm Beach, FL 37407 02017 GIS1ERN NET& SUPPLY. INC. BE H iM Accordion Shutter System Y KV. EII ¢1 W/ CR W/O HV. WIMWi HAOE ryx OMRORON CAM Dwm Fv Le I OLD 1s-005 1/1 wm W/2)/17 �jb ,1T .S��NAIE rJ P.E.17-107 SEAL/SIGNATURE/DATE 2 3 DRAYIING No SN6�0 2 a POUHED CONCRETE ANCHORS CONCRETE (SFR SGIEDULE w SHEET 1]) RFOUtRED BUB IF W i.// g /i/ 1I m 13 m15 • OR NN rgp� uu — 1D OR �e 9. 9 ON CET( (tO•R WHEY w/91ERi Ijlll I I'I R/p ETANCHORS IT O.C.. {MX NF)I I ]/0 Mpt CONCFCE AUC / / 8 (SEE SCNEODU: ON SHEET 15) /SL TO ,alit(/01/ OWE sMOv AP MMED CONCRETE E. D.P REWWED MT NF/D LONCRCRE µCHM 0.• D. 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SEAT./SIGNATURE/DATE R0 u`' � ♦`1s) " SHEET e 20 SEE ENO WALL DOME DETAILS ON SHEETS 10 4 18 4E xaIML��-:RF=® . Nv Wars ©oUT $d IN f EqS WG GuS INSTALLATIONS W/ 1 HV #*µO KBLADE W HV _CENTERMATES fENIFHBU➢Ep 110.©«©. ®nQ,Q n®n OR SEE END (ALL CONNECTION /(—o3 Ile nmxo cuss (ScRa'a Marl avu.. 7' uJG(E W/(s) V,•o twcox I 1/2«©® CENT EOSINTES SYMMETRYCAL NICNdS Ta COH;AEtE n0P/eOTSO POSH-SMe a 12- CE ER AT S Upon/1• S.M.S. NO NBE MIN. SEPARApON eT M u+G4. mP) 5 I I O.C. FULL LENGxt. W W/ HV LOCK 41 2 TO suss //�1 sH (SEE $a4011EE ®' ®* 35 ` IN ' Ny" 33 ON S.M 11) i -- --- - - ---- -- ----- --- ----�-- 5 O1/2 — ' ® 3 ® OUT ®' o•®«®.fin®.®n HVA HVB �«�«)D « �HVC ®«®«© POURED CONCRETE ©'O ©a©O•�I U ^•®n /-E -MG C 55 CUNCRETE BLOCK WNL wss so SYMMETRICAL 6 7 s • 7 —1— — --- a ®n�•�J�G ss w/ x ( IN ®.®�.�..®a aniocuaRnON _ _ CENTER ATES �//�y V LO 6 OPf10x,L (SEE SCNE U 5 '' MIN. a0N «®•® �o V� INIEAIOR) O•®nO9•®n1®•�5 ON STIFET II) I (sEc src.1 mule I N aPTIaRUVV ON smm 11) (INTERIOR) _ _ n©• - j' / / , —_—_ —___-__—_—_ . __—_ ( r— -- — — OUT ' T µONO rJ * Y Is, O.C. WFIES 3 - i) ao- * « OUT E 1, W1K. SUCK (EXTERIOR) HVD oUT j1/""I ,,4 HVE HVF** FLORIDA BUILDING CODE Non Won Velo,:Ky Hurricane Zone' ,x\,+ �P''vC Eris'•'} y9y WIN, RUECO. INC.0=17 MTE2v ME,u suwlT. wa F ERTH TN EE c o A S S A Accordion Shutter System * ■ ■ ■ ■ KV. MADE At W/ CR W/O RV. \WNM HALE American ShuHer S lams i1WT TESTING &ENGINEERING COMPANY n arIx D IS-0x o,rz D4 en Ee Svmau(+ ). 1-153 wIe 268AssWestrorlJ IDri I OLD is-Oes /3>/1 O,le 07/2T/1) _ • � Pn«e. (nss)mt-1s.0 . Tor; ;xis)wt-um 4268 Westroade Drive s s/ONiI�EKG`++d1 w"mow°1u'�'^' West Palm Beach; FL 33407 s DRAWING NG I r Wurza w mar J.. Pi J 17-107 P.E.'SEZ7SIGNATURE/DATE aofla, uC. / "•reT s 'SHEET s B OF 20 ALTERNATE INSTAL "" LOCK && HV MALE/ "T" LOCKS CENTERMATES Ei LOCKERS _ Wj_n HV BLAOE SEE ENO CONHEMN DETAILS ON SHEETC IG a 18 OUTrA1 owE osv«.mnS tier, umulm an sfEr N. �•0�0o b O ®� R¢ Imo: w nay moRw a . s 7 � e IO . v+aurm ax ms vay. nr ausm nm n:¢ rrfwu ID • ��din F�(i9i.A3> "sr mN onn ".c w M rx¢ m 0 * 5[F NOTE s SOG N/ ICfX® . T IDGt, dV ARET 5. Mi— sxt ¢ u• sw aNSNr. (9HV "T" LOCK (OUTSIDE) ----_._--_ IN — (o RN 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINONUT. HDG—Mv* FLOATING STACK e 017 OLRW. NC. ILT�ECO( TIWI' TESTING & ENGINEERING COMPANY suss xS. ims 9.. s..1m 0xmvs. rLom+r n vn5w : (Soslsn-lS.N1 . F. ra.: femle>L_imL e4lEA A 1 Y. P£ ROPM 11c I Nt57 � e ® •E E L Eil c'C._ c�• A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West PalmBe0ch, FL 33407 vuls m OUT (w�,u HDC—HVC BTMMETRICAL HD CENTERMAT S 'LOCK (INTERIO) * AL uOx4w aW W pm5®� w® Wvs w H5115 Rt wf£Abl M+Ne YAZ®Lf1.4 k0-x.9 ¢ wn Ra xl GMP 1L5 NWrgO"i Yw BN<� RV. BLADE 17- Na n I POURED CONCRO,E OR j % �J�� , CONCRER BLOCK MALL /a POURED CONCRETE OR CONCRETE h PWREO CONCREIE OR CONCRCR: RECURO) f f i �, RLDCK WML REQUIRED (/ V f BLOCK %M REQUIRED �CONCRCR: ANabR a I6 OC EYJSTNa Gln6s f / f' ' f. / .. r r CEXISIING GIPSS L `/' E%ISPNG LlPSG if �r �z wN., ttt''' 1D Suss (SEE 1 f r' JJJ uN. r nai �;1 �f • ED Ea ' m ahSs (SEE f 1 dME 0.xo ' i m tlns (Sfi j 1 f 5a@lE a1.9fEf 1/I6"x]" NM. / E9M SHEET II EM9nOEmMa (6000-T6)CONT. LL➢Cimg® I (LOGIE Ai EON SIDE) ON sEEr Is FOR BIADfS mk ® ALUM. MOSER PULE (LOU"' 1WN ` AT ERRER SO; NIN� .. ' W SHED 19 POET I/2• v I§ML^md® 1/2• law. 1 14 USE 1" OR 2• MA%, I /1OA/2• SM. (10a1/2• S.N.S. I I -� (f5 nPW(>,DLE)a2•al/6 v0-2• I a I6" a -�---� 9 16' O.C. I _— ALUMWW CIIP µ6IE _ l ! Q (6p6J-16 " L01r) AT MID Mw ® (1) BIOa/z s.Ms. TO j. /EToui- SEE CONE f SDIE CONNECTION �{'� ) OR vl7' W2M1 nT 1. O.F (LOCATE AT t0 GTNER 90E Dip) 1 DR J/ SEE DETM X POET 1 DR ®� , 1 OR SIDE COMMON 10 TRACKS - - -O••©'O.OP •®- Scm rmuumvw 4 5�-( NC iGrLASS 14% slH , END CONNECTION DETAIL 01 END CONNEETION DETAIL ( - END CONNECTION DETAIL (3) END CONNECTION—DETAI POURED CONCRETE OR RfaU6:ED ONLY faR $P/NS CI✓FA TER PON 12'-W f� ' /--MEONC GIASS G / WNCREn: BLOCK WALL Gross GLASS Q' Q: 1 Cues caruR 1I911/2• S. f a i6' 0:c. Y \ °`Z—.. ` wQlON SS4E1 11 Fat EE 0.0 ON SRFET ran CONCRETE LAN sEsawrax 1/2•YW. 1'AEALE CN SiEE! �''` /�___ : _ b' OR®ON�OR /f -f CONCRETE NCIIORf • A IV • 19 µ[NOR a 12. 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(1) HV BLADE .R*" OL.= 010' iMECO TILUT TESTING & ENGINEERING COMPANY .. xa b RI, SM. M', . wBSN; . I Fh"c : DOS)II71-IMO . Fu.: L3P53871-OL 1.. PE 14157 A.S.S.Aw American Shutter Systems Association, Inc. 4268 WestMods Drive West Palm Beoch, FL 33407 (1) L+: LWNNUM ALLOWABLE SPM1 FOR A GV2N POSITIVE AS.D. DESIGN PRESSURE RARING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVC &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MA00MUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR ROOR/CETUNG. GNEN A POSRNE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAMMVM SPAN 'L+' FROM SCHEDULE. GNEN A NEGATIVE A .D. DESIGN PRESSURE RATING. DETERMINE MA%IMIY SAN 'L--' Mom SCHEDULE FINAL MAXMUM ALLOWABLE SPAN G FDLML TO THE MINIMUM DE ERMRRD SPAN BETWEEN 'L« AND Y- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETt£FN WALL MOUNTINGS Vl/ ROOR/CELT4G MOUNTINGS. FOR A OVEN POSITIVE AS-D. DESIGN PRESSURE RATING DETERMINL. Ll+< MO.. SPAN. FOR WALL MOUNTING INSTA .LATIONS. 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(so, SWEO.ILE ON SHEET IS) TECHNOLOGY W/ 1 1/2 Min. 2 bIN- _�2• uw: PENS UDON Of TIRGVED AREA To EMW(H0 WMJ MEios, (SEE �,HV ($RE ECARE" ON SH[cT 19) WALL SILL INSTALLATION SEE MM aF MSE FAR W�HV FLOOR-INSTALLerinu :SCHEDULE CA SHEEP 15) X 'HV WALK -OVER INS'TA e O TION �s - FLORIDA BUILDING CODE Non Nigh Velocity Nurricane Zone l m�E yCENs'•• V. W2oii M=O. Re. 02017 .EASTERN METAL SUPPLY. INC. IL A.S■S.A■ Accordion Shutter System TILER TESTING @ ENGINEERING ATOfICOn $hYRef $YS}em9 Hv. axe g1 IN, OR w/o Ky. vnioow aanE _ �t° COMPANY 6sss w,o, sou, a 6+. 6,x Y4,N„ m4ROF,ls riGnw 6,1 AssoGiOtlon, Inc. LY. neca,Pnov, Apt[ 6R6wN 6tt tt H DED 15-om Tmn wTe DT/3 n .._ --.I-s/� •• 0\aPd°T Rmm�. L6W)siµls60 . F : (Jus)e 1-15iT: ° nn %; Un �Omn 4268 lVestroods .Drive West PGIM Beach, FL 33407 a DRAWING No KALEN,.. D6i1e WATERXml1,..R.E s 4 i%-107 P.E. SEAL/SICIJATURE/DATE FTDROA Mc B {4167 6 SHEET END INSTALLATIONS in HHV BLADE OR a WINDOW BLADE INTO 2"x4" MIN WOOD STUDS rot,.n'4 I OH Q3'• �j�� n R. 5 OR°-C,Yi4.13- Ea MI.a [ .a.w (S_iD,l3- -131'6 END CONNECTION pETAIL (Tf ND CONNECTION DETAI msm[ .�Q END COMMON DETAI ro un n•. usw...ova f.Nnx p — ��_{—� us • aepwao aer Nn mea au," rwx iz-c • m5¢v! a^6 3 Wmum, O rr ac pva•. 16'p p, j- pG --'a �Iwva MO]I Lg = i(p�../��--�(4}� VY M1 un ma9�aLN ¢m •SEE LIMItATONS OF USE FOF �`+oi 'n'• � \Al l I \ \. � I s I'vmm:® `-IJ\,➢III�V= ��`."�� eIODE. In eN SNEtl rs PLAN DETAIL x - ;.•CEN, •/✓�- r v sF •.. y _ ? O ''. oaofT mrtw. �.c. ILIEC O TIWT TMING A ENGINEERING COMPANY wa xs. NY[ a• eb, wmq camps• Npm[u. Pnan, Om7eTf few., Fw. (wa)ml-Isel ""O�' W1ico0ov�01n •ufti �mTlsr. e.G i1Ofla' °` H1°' A.S.S.A. American S Systems A990CIOLion100, Inc. 4268 Westroods Q*k , West Palm Beach. FL 33407 ®zolT.Ews¢RI UM SUMP. M E TH TM Accordion Shutter System KV. BADE gl W/ Oi w/o NV. 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M MINNUM SEPAWAON TO GLASS SCNEPILE PER ASM E-1B86: WINO ZONE WNRAM.sFPWWN TO, CIA55 1 TMRU ] I• D ZS• V\GENS(C':✓9'•,. .Dn iUMO. NO. 02017 EIS ERN ME�P& SUPPLY, INC. --T�TL ,t? ,( ) �)T 9''Assoclation° •. .r P F CCAI •/Clf_NLTI IDC /1 `,I, IL E'C O t.�. 71LUT TESTING $ ENGINEERING COMPANY (e05)8TI-15so. F .: (sos)ea-,531 WAIFR A RLR dr. P.E ROROA W. 1 HI87 A.S.S.A. i1meIICOO Shutter $Y9fBm8 In 4268 Westroeds .Drive West POI Beech, FL 33407 Accordion Shutter System RV. eenE: gt ,w/ OR w/o Hv. txrmiv MADE n. x OEsrnlPnax R Mi" i /6(Y M653 -rJVp(10M 0-601 �o 6•ac. o rALw"rsm 1As3wm To s]ws 3v/ n) Ia.1/]- IIX scxrws Ox IXISfING Ilnosox a FKIERIm r¢E I As APPL MIN. SEPA EXIS1111G GLASS� To_w, INTO METAL STUD WALLS *0121DONS FOR BERTHmB aD A CORDION SHILMER S`/C'TFM INSTALLATION TO METAI ttlln WALIS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET, 4. ONLY ENTERMATE 27 W/ 24 HV LOCK ARE ALLOWED WRH 21 ARRANGED A MEmICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. W w ,, BLADE SLACK DETAIL. HVF IS ALSO VALID FOR ppp _ _ _ _ .f/a• 11 3 CENTERMATF 21 APPLICATION WITH BLADE 1Q 4.3 ® 6 O.C. 'EFL '• "! MS WALL HEADER/SILL INSTALLATION B- OG Hirt (6' Min.) i�A HCK DETAIL D- jA1L HVF Br - o2on mmo, wc. > IL ECOINa. * : TIUT TESTING R ENGINEERING COMPANY 1\ 'M .0..M1A. s1.. ]4.`RIF A!. NMmN GW[OIG fl(f,Q.. yl M : (3051x71-ISLI _ Fm r ].n51m,_ 1 MATES © 7z000 uR..r ,.ao. ®1/4"0 NOMINAL ALUMINUM SLEEYE 6063-T5 ALLOY SEPARATION TO G Aac SCHED a _3000• ax Leman . 1• MUST PENETRATE 3e 1' 1.373' I .ssG• r - 03°• 1/4'0-20 THREADS 43c 1/4"0 0 nuSTRUCTmu PRODUCTS FAB-LOK HD COMPONENTS NO FINSH A5 MFLIGBLE SflyE 3/6•" I. TOP A MUGU) �e� ...... a ...._ _..•.. _._..... WINO ZONE MINIMUM AS'fTA E-T996 SEPANATION TO CULSS TNRU 3 1• q 4. 1/2• =, STACK •/ U1 lsn/r . scxE115 I INTERIOR A WMR FACE a LOCATED AT IT JI HV HFADER/61 FN0.5L ..___. _ _ SIDE CONNECTION /OTO TRACK CODE (Non Nigh Velocity Hurricane c2o17 rASIERN NEML APPLY, INC. BE RYHA H VTN A.S.S.A. American Shutter Systems Hv- Association,. Inc. 1 4268 Weslrwds Drive West Polm Becen, FL 334D7 3 AWING No 17-107 HEET