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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BFA1M H.V. ACCORDION SxUTTEA SYSTEM SHOWN ON THIS PRODUCT EALUATION DOCUMENT 11PLOJ HAS W BEEN VFED FOR COUPLLWCE W WITH ME W ED ACCORDANCE WI2017 (IRA MINOR) ME nORDA Bu6DWG COOS iN5 ACWRdON SHUnEA SYSTEM SNAIL NOT BE WSTMLLO AT HICK VEWCRy HURRICANE ZONES. DESIGN WIND Leas SHALL BE OEIERYWEO AB PER SECTOR 1820 OF ME ABOVE MENTIONED CODE TOR A BASIC WIND SPEED REOLMILLED BY ME JURISOORON MM, SxUTTD W BE INSTILLED WRH A DWECTIONNIIY FACTOR N4-O.M USING ASCE 7-10 MIT SNAIL NOT EMCEED ME MOYUY (&SA.) DEMO PRESSURE MIMM =am, ON SHEETS 11 MRU 15. 19 & 20. IN COEDTO VEDIY ME ABOVE OD.NOIIION, ULTIMATE DESOVI WWD IDMS DEIFRMWED PER ASCE 7-10 SHALL Be FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY YULTPLYMC THEY BY 0.6 W ORDEHTO EMPIRE THESE W/ UM. (ASD) DEVO PRESSURE MTMGS MOICAIEO ON SHEETS 11 THIN 15. 19 & 20. W ORDER TO VONY THAT COMPONENTS MO MOORS ON TINS I'MIL. AS TE61FD, WERE NOT OVER STRESSED. A M i WCREA E W ALLOWABLE STRESS FOR µHIT 10A0, WAS =USED W TNCM MMLYSI& HOWEVER, A WIND DURATION FACTOR C0.1.60 WAS USED FOR VERIDCAIM Or FASIFNERS IN WOOD. EAEPpx9KV.:�DWN SNU T"' SYSIEM'S MEC UCY FOR NWD AND WtGE Mes1E WPACT WAD HAS BLEN VERRIED "I KCORMHCE WRN SECTION IE09.1:2 OF TIE ABOVE YEN ZONED WOE AS PER -MV IMAGE (D 10214.01-05, /0715.01-03, /I004.01-09. 11214.01-05. F017.02-0. /Oe09.01-10 MD /0210.01-1I AS PER TAS-201, TM-202 AND CS-205 PROTOCOLS MIT ASM E-IM, MD E-IB98 STANDARDS DASSIE LEVEL D. WIND 20M I, 2 A 3) & 1122MOI-10 M PER TM 201, 20D.& 20 PROTOCOL WOE MSSRE. -W YIWOGW BLARE 0 l0ASAI-0s 4 PER ASM E-ION AND E-1996 ("'BILE LEVEL D, WIND ZONES I, 2. ]) BASIC PROIECRON ONLY MIT 1 0725.01-BB A5 PER TM 202 PROTOCOL 2. W EAL4110 AND W WIHERM BODE 0 ME [HGME[RED TO WOAN IN UNISON WITH EACH OTHER UNDER ME GENERA. UMDATIONS ANTI CONDITIONS OF USE MUKAIED ON SHEET 19 ]. BERTHA H.V. ACCORDOII PINS DIV SCREWS), USED AT BLADES KNUCKLE MIT TOR OWCT MOUNT CONNECTRN TO TRICKS SNAIL BE 114K275• MO 14A1.75• RESPECRADY, 410-M WHIM" SERIES WAWLESS STEEL SCREWS WITH 155D bI "Go STRENGTH AND IN W TENSRE STREN(IN. MSNALL BE MTED WITH BERMY NY DACMSNED C9ONC SYSTEM AS MANUFACTURED BY MPROED MUG MPM AIORS. REOYSIERW WITH MRCOOM SHUTTER SYSTEMS ASSOcAWON. MIS DUST BEAR ME W M XUJO ON TOR HEM. 4. ALL AWYNNY CORUYONC S1VLL BE ILUYIIi11Y ASSO U,,, ALLOY AND TEMPER AS MDITATED ON 6 J SHEETS 2 MD 5. YUMINIMUMTOLD SR(EA,GM TOR 6IT63-T8 ALLO' 0.0 W MD 55.7 W TOR 0005-TS ALLOY. 5. ALL SCREWS TO BE STAMESS STEEL W4 OR 316 AV SERIES M CONWOSON RFN,,NT CW1ED CARBON, STEEL AS PER DM SOON, WITH ED Ali M. YIELD SIREHGM AND 90 W MR, TF,s,E'S,,GM MD SHALL COMPLY W/ MDGDA BUILDING CODE SECTION 2411JJ.4. 6. BOLTS TO BE /STY A -MY GALVMBED Smt, M M51 ]UAL M 51G SERIES SIMOE55 STEEL WITH W W YWNUY HELD SIRMGM. 7. SEE THE FOMOWWG SHEETS MR ANCHOR SPECK M)NS: W BUME OO : 12.10,14,15 MO 20 W BUME (D A 0 WORUNG M UNISON: 12, 15 & 15 & TWS BERTHA &V. ACCORDION SANDER SYSTEM BEARS A U.S PATENT /8'779JUG. COMPONENTS OF THIS APPROVAL ME COVERED. IN WHOLE OR IN PAIR BY U.& PATENT 15`45%179 ISSUED TO EASTERN METAL SUPPLY, NO. B. R SHALL BE ME RESPONSOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE CLATTER IS TO BE ATTACHED TO UCROE PROPER MCHOWL CONTRACTOR TO SCAL/CAWL ALL SHUTTER CWPONBD EDGES WHOM 110 O TNRU FASIAING M CONTINUOUS CONTACT WITH ME BUDDING TO PREVENT, W,,/RAN INTRUSION. IM EACH UNIT MUST BEAR PERMMDUT LABEL W A WS M PEACE WITH WMMWG NOTE DURING MOM OF HUMICNE WMNWOS HONE OWNER, FERMI. OR OTHERS, MUST PROPERLY CLOSE AL Hy AND ND CEY41F7NML5 AND ENGAGE OR LONM ALL 11'A AND 10 RICKS. If. 91UnEN WNUFA RIDF3 LABEL SHALL BE LOCATED ON A RFADRY MSOLE L0CMON AT ACCORDON SHYER IN ACCORDANCE WITH SECTION 1709.9.5 OF PLOROA IDM BUG CODE an UML SHALL BE PLACED FOR EVIIRY OPENING, U9ELMG TO COMPLY WTM SECTION 1709.9.2 OF THE FLMDA'BMDPIG CODE 11 BERTHA N.V. MWRDOH SMUTTED SYSEY'S INSIAUATON SHALL COMPLY WTIH SPEC, OOIGiFD IN IN, DMWLNG PLUS MY BUUDMG MD ZORN, M AGMIS PROVIDED BY ME JU05aCTION MOVE PUWIT R OPIUM TO. 13. (W) TICS P.ED. PREPARED BY THIS MPNTER IS GGMC MD DEALS Not PROVIDE INFORMATION FOR A SHE SPECIFIC PRODUCER. Le. WHDE ME ME CMERWNS DEVINTE FROM THE PLO. (I) COHRUCIOR TO BE RESPoH50LE FEAR IN, S,t,MN. PURCHASE MD WSR11A11CN WMUDING l SAFETY OU TDs P NI. BASED ON INK P.E.O. PROADED xE/SHE DOES NOT GEVDIE FROM ME CONDTONS BETMED ON Me COCMEM, CONSTRUCTON SAIETY AT SITE 6 THE CONDUCTOR'S RCSPONS .. (a) TIES P.E.D. OLL BE CORVIORM WVALO IF ALTERED BY MO MEANS, ago COIC PRODMi SHAL BE PREPARED BY A TIMM REGISTERED ENMEER OR MCITECT WHOM WILL BECAME THE DONNED OF RECORD (TOR) FOR THE PROJECT MD WHO WILL BE IEMLW. FOR THE PROPER USE OF ME PLC. W MER Or RECORD. ACIDIC AS A DELEGTED ENCWEER M ME PLO. FHCM[D SHUL SUBMIT TO Mw LATER ME SHE SPECIFIC OM"M TOR (K) ORIGIML PLD. CALL BEM ME DACE AND OKGIML EARL AND SWYIURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED a. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 BMW 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE Is WWDOW DUAL AREA 2, )ry BLADE (1) MD HV WINDOW At AnF (WHERE ARP IPIRI w TYPICAL SHUTTER ELEVATION & NOTES ON LOGICS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET B INSTALLATION DETAILS G-M, CONCRErE/BLOCK SKEET 7 CENrmwTE DETAILS KY SHEET s CENIERWTE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6, CONCREIE/BEOCN SHEET 10 JWNU UM IBM TABLES SKEET 11 MOM SCHEDULE- CONCRETE .& BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE &BLOCK SKEET 14 ANCHOR SCHEDULE- WOOD SKEET 15 WSTAUARON DETAILS M-R, WOOD SKEET 16 INSTALLATION DEYMS S-M, WOOD SKEET 17 END CONNECTOR METALS 7-12 & R. WOOD SKEET IS AREA 3' HV WINDOW FGAnE Q TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW RLAD n ONLY ONLY SKEET 19 WSTALIAMN DETALS• METAL STUD WALES SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 0-N••4' .....,y 7r i M17 ARM. We. 02017 EASTERN METAL SUPPLY. INK SCANfV �9' B R ASSA IL E C O Ixa. . Accordion Shutter System BY ILv BLADE ®T w/ DR who ILv. WNM BADE American Shutter Systems N TIWi TESTING &ENGINEERING COMPANY Inc.K DYSCYRMMM me SMACK BY LO St. Lucie County Fi ItW. M0.y as ]6. WIT L Appp$rMpgyl AGBaatattanM aOW IS-G6$ 7/21I aa0 D7/2T/I7 ,� PAm4 I (]05)IDI-15aa . FO. I (]DARn-ICI 4266 Weslroads Drive 2 DRAWING N9 ' '�fAi •.•..R. ` 11A`` �[B-ee`a�eFre `W" West Palm Beach, FL 33407 a s/ONAIEdgMI W4RW A. IUD b. PC 4 17-107 P.E. AP;t IR16NAYi',RF/nAv EDAOA ue. 1441e7 W _.,__ u5 OF USE OF ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE IV/ HV �0 BLADE G) 3-T6 6ALLOY A]LY/EP SHEET 19 9 191r .oat' mo 1.eea- 11 HV I IN HEADR O FIED FOR USE W/ HV BIAOE 1 ONLY, SEE SECTIONS FOR VALD 6063-T6 ALLAY AND TEMPER 1e1YYH YNIII HV 3OHV UNIVERSAL FLOATER OUAunEO FOR USE W/ W BLADE 1Q 6005-75 ALLOY AND TEMPER VIPo6 a' • a= .IW - 06 . . . Or A 670 Q BY HEA_DER/SILS QUALIFIED063-T66LLV AND OIEAMOPE (�ONL ALUMINUM ANGLES QUALIFIED FO(gg�) USE IV/ W BLADES ONLY. 6063-TB AIRY AND TEMPER OOUAUFED FOR U� E W HV BLADE(I) 6063-T6 ALLOY A TWPEN ® HV WALK —OVER TRACK QUALIFIED FOR UjE W/ W B ADE 1 606]-T6 ALLOT A TEMPER MPONEM A e it ix © 1' 16 a' S• MAY. M192' 0.192• 19 x.r x' M. CLIN' 0.190- ® x• 5• YA1L 0.139' 0.131' @HV 90x/180•TSTARTER OUALIFIED FOR USE W/ W BLADE Cll 6063-16 ALLOY AND TEMPER .996' eta 8 O 12 .9E0 9 OVALmED FOR USE W IN Bu1DE n ONLY. TEMPER 10 NV RAIN - ARD QUALIFIED FOR aE W/ W LAD 6063-T6 ABLLOYEA1 TEMPER `AS Y 111' ..' ..(�/ •� �,r''�jCFNSE:•�9 { i � f * ! Tr OF i 1 • .0- ORI 2` y s/0N.....••..��6\v111 %-&M P 'Mfdf %�!!:%I vf6v /nA.Tc 0017 T6RCO. me I� A S S A ■ ■ ■ ■ AmArican Shutter Systems AeaoclGtton, Inc. 4268 %eslroods Orive West Palm Beach, FL 33407 02017 EA9IENN METAL SUPPLY. WQ ER Tu Accordion Shutter System HV. BLADE 01 W/ OR W/0 KY. WINOON li9NE TIWT TESTING A ENGINEERING COMPANY av5 x,. xu ss, a. afia 9AplR 9lelme. rl9ADA y, Pew : (30s1eT1-IM . Fe.: (aas)871-1531 -" : vt .. A 7IU f Jr. P.L PU)sDA UG ry, x p[sCI1ve0N DATE d LC. 1 oln Is-oes pl/Zffl4vm oT n/n s a DRAWING No �l 17-1 QI A zIr i ' �I�i 'I I rxaor OLYATKW © LOCKER FOR "T" LOGIC NTERMArc QUALIFIED FOR USE W/ NV BLADE IQONLY 6063-T6 ALLOY AND TEMPER WN, ja 2- Ro QUALIFIED FOR USE NV BUOE 1 & A 6063-T6 ALLOY AND TEMPER ® LOCKING RODD OUALIFIED FOR USE W/ NV BLADEQI 6063-T6 ALLOY AND TEMPER " " m QVMIRED FOR USE W/ NY BLADE 1 ONLY 6063-TB ALLOY AND TEYPER 6063-T6 ALLOY AND TEMPI 11 • 4��75-. P.E. }IBI 1121 F A r QUALIFIED FOR USE W/ NV BIAOE IB& 1� 6063-TS ALLOY 0 iCMPER yglL�*1//2I• I LI/A•e (SS'A HV 1 /4" 0-71) AISI .in& OUAUIEO FOR USE Y1/ IN BIAOE 1Q CM17 TITEW. nIG ILT,ECO TILUT TESTING & ENGINEERING COMPANY wB 1u. xw Y. ru 3W.. To, : f30s%'-,.,.0 (;gB)e)1-lela. ra.: r3m16)I-:9l noEx Llc / Nrvmlo oPm 11PN IRA59 aR.Kw (ammK'>wm, NV EGRESS LOCK OUAUFIEO�EOR USE W/ W SLNE �IJ& ® ONLY. SIB- - le' BO• AnER RNEIIN BEFORE RR`EG 1/4"p-20 RW_ NI1T� (]024-T3 ANN7 wICE rlulq as, ma As uMWrAeleRm Dr A1KL wr. TaY +wo DTesr aR cauN. RNATIVE LOCK FO$ USE W/ IIV DE ONLY 0" " 1 .123• Yu. TxuMB1MRN OR M 1, rnWDBI 1.2e Ma ua.. Rr REGENT WMARE YORIIB SERIES 2333 KO(O�K BOLT LOOK. OUALIFIED FOR USE W/ NV BLADE OI & R:J A.StsS.A. American Shutter Systems Association, Inc. 4268 Westroaos Drive West Palm Beach, FL 33407 KV. BLADE 91 W/ OR W/O RV. No SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/I6' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ ®B HEAD ® NV 2 3/4' ACCORDION PIN W/ ge HEAD ® POLYCARBONATE IMPACT RESISTANT NV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. APICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT 1 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONS SYSTEM W/ HV IQ Po_ O (3) HV PIN ® OR ® W/ 1/2" O.D. 1/I6- THICK S.S. WASHER Tim % SLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEET 7. Off SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'BA SHEET W FEEL CARRIAGE DETAIL EXTERIOR I FOR® I! l I OOR !n�IFOR li jJ ®EXTERIOR HYPIN ©ORAE SuoE'S 101"'(SEE NOR REOIRREME #.REMBL�UT 02017 ftnco. RC. I TILUT TESTING R ENGINEERING COMPANY NSf H�. 3w 6 M ]OS. .t cqC ry ]] Plxm. I Dss)mt-tau . rm : (ws)en-1uI .-ma Fnrt.eaweem [e-eoee)lo FR4 N)R P.L ROM Ilc 144167 tlt4) r25- ]. POLYCARBONATE SOURCES FOR 4 urtxiaE xmA) INL4 NOg1(s ngWxO 4sm e emsn; a� o.wn ]OINVWY esry om acu lo! " au] Vl LLwpl epa OTFIx MI. [�H .A W eLL .AW W Ilmllt tTlLile I.I MIY .451Y aM I).YY eLL I;NO ALL (14 /M KC41e Y/d ;4W e]p ]N[l0 wl Yfpn I+l xoll>a aw rs+�.mNA®n )Jlx mf4 le n-eAn n rt� SIpJ eaan nTl atll] e)J • [le x YY 4R 0 pidppp ;SN en] pl a119 41 N,19 ]aF C[yYl I.TY UI.M ide Y pp1 a%A7� AM OIN N19[ ERmIFIN ]nal .tlTplf A4N W n0) cal IbW ..4 ]RmE xma] ewa xunaaa un a]] eul wa •••" su A.S.S.A. American ShuRer Syslema Association, Inc. 4268 Weslroads Drive West P0lm Beach, FL 33407 Accordion Shutter System HV. BLADE e1 W/ OR W/0 HV. WINDOW RAW CAWING No 17-107 100- 7 f- @ ��7����ttT�61TJ•A����r� .>in I_ I_ It✓•I.�t✓•Yt✓•S;��Y✓lNla�Ll�sl�sl� SLlL11 m III t, �w©.OwQw 10 •�� @..�w TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CEMERMATE " nL NW LACK Oj p SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR AM SPAN OF SHUTiFA SPAN OR SPARS UP TO 105', AND FOR WST TIONS MAY BE USED AS AN INSIDE OR OUTSIDE LDat, ATTACHED To T UD• OR A 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDWED-ON SHUTTER ELEVATION. 4. OR asleswnUP ro iW0 NYs 0 0 6, ONE w LOCK 0 or ® OI ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR AM SPAN OR 12- ABOVE ON BFLOW 1/2 OF SHUT,CR SPAN FOR SPANS UP TO 96'. AND FOR WSTAUATIONS AT ANY ELEVATION. HV LOCH 0 or ® or ® MAY BE USED AS AN INSIDE OR pLI151BE LOCK, ATTACHED TO 0 or ® SYYMEIRK:AL CEHTEG ATES W/ (2) 1/4'-20 A 1/2' LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON MICR. SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON NV "T" LOCKS AND UNTEa MAT c. AMfT 1. : ONC ALTERNATE NO LOCK ® wLHE u5[0 W lRV Of NV LOO6 OR MR ANY SPIN AND INSTAHAT OM AT ANY OUNATON. ALTERNATE NB LOtl{ IS MY BE USED R µ INSIDE OR OTT Lj LOCK. ATTAa1NEM Or. NO LOCK Si TO ®6 W/ J /B A ]/e' F.N. SS.W&. AND WCLUBES REalfOACd01T WSFM e9 AS SNOW' ON SECTIONS NOD-Ry�'MID HDC-MT. MM 10. DOCK MY BE �NSrN=1 AT MIDSPAN OR 12' MAYWUU BOON OR ABM WDSPµ. USE OF LDCKINO RODS @ S cOMPLETELY Omol �Yl 02017 MUM. C. 1 LT_TE C O TILLIT TESTING B ENGINEERING COMPANY 1\ 6IS111Y. MA Ma N°Ltaa LWIp", IIO1C4 JT 5 (]00)Bml-1]]0 . Iw : LJOl16)1-1511 o\a,11LY °f9`-000,7 I°aw2lmm "am A 11M4 .N. P.c iov n..m naFaA Uu 1 44167 A.SmS.A. American Shutter Systems Association, Inc. 4268 Wastroods Drive West Palm Beach, FL 3340, ld)Ut Nan High Velocity Hurricane Dnu 02017 EASTERN W& SUPPLY, INC. BERTHA—HVIM Accordion Shutter System RV. RAGE ®1 W/ CR W/0 NV. WIDOW HARE n. Wxmnox own pWAH IM. LC I OLD 6-OBS I) I wTD m/D/A DRAWING No 4 17-IU7 POURCO POOURRR°EIC WCRETE mmafi (SEE SCRUM ON PCa WnD NEW eEO sKEF 13) MULE ON SKM 13) 12 w 1 { _ / 0 EO U%CHa2°5_CpUPS •5• --7 20 NUNS OT F. 0.P i I/2/ / ,19D' Yw. / : •�__f OC 13 w 5 i `OPFC, ail OIw6 aR® �®loa1VlO t STSEII)OA—MRON TO AS�(SEE SKOM ON 1 �(WPDUON SM[RAII) AS — I I � © HV WALL HEADER INSTALLATION (g) HV WALL HEADER INSTALLATION + KEYSTONE RfiTWO ; R"a ICI TONWpI •—sciSx[W wlTsxm „) t I O0I902[ I I I OR I� UK SEPANAnON TO GL ' I 1 E2151WGJ LICOM. mA•O (SEE SCHMULE ON SNER 111) GI/55 i aAioMae r �anss° i / i >l aPnoruL I / L i I f i . :I:/ f f / f OP,ION& 1/P MPS. � E/ � / -�t•I � ' N /� O3w15 �;_/r /•.:n"i 3w6 // % to ° ,/� • CONCRETE ANCHORS / / i©w1B E0 [ uA iNF TCPSFWS U WO / / / CONCRETE ANCHORS TRUSS NEdO YK.S. SCPflYl // I' I/A -20 NUTS O 11 O.C. (SEE SCMMIRE ON (SEE SCHEWIE ON SNCCI I!) / i / U PPO WCLR'OflICKH SHEET IJl N/ 1/40_20 RMS O 12' O.0 IARM / CREIE ANCHORS K(XMEO OD HV WALL SILL INSTALLATION uI DRONE (SEE 14) LL ON FOHV WALL SILL INSTALLATION OR'CONCR[TE BLOCK WALL MOUND) O HV WALL SILL INSTALLATION a,ARMIE4C Y INSTALLATION DETAILS W/ NCR P TOR IYNGL SNUR[q P L 0. Mcs DfiTANCE • 5[£ A101fi OF USE fW %,� 1YITO stiff ANY IISTAUAROU. e SEM(SEE SPECIi1GIlONS ON $NCR IS) •,A AAA '- BuoE w SXER Ip `� HV BLADE v07 A ' �;•"�GENSE::.•�q -' 4 > 7F,�E . Q �� F ••'••.. OAIOP/ ��EIAW 1p1 VM17 MV00, we TIWT TESTING A ENGINEERING COMPANY Nat N.Y. JW. st• u..Isse. 1 1 (M31,1-M, Pb^^ (3I.)021-Asti • rm + aosle2l-Iu1 _m * ul,=,p,,,•,,,, w-aap J NLl(R A 14Uf !r. P.L nORIAL E YIe2 A S S A • • • • American Shutter S AssYetama 268 Wesir m Ina. 42Ga aaaa° es L . West Palm Beach, FL 33407 02017 EASTERN NET4 SUPPLY. WC. BERTHA Accordion Shutter System KV. RACE #( W/ OT W/0 H.V. WINDOW aonE , x 15-0MM- I Ga Is-a85 D 7 2 1 Gm o7/27 17 0 27 �js •.•. � BPS/OgpL E061,1 r1g01W P.E. SEAL/SIGNATURE/DATE a s DRAWING Na 17-107 1 ! SHEET 8 OF 20 ° G�u55 CONCRETE ANCHORS e (sEE scHEDULE ON sHLn 1]) -1'', �• 1 OR ® EpmxG , i-- _• , txt n , �l xa cuss // 1v Ji. !. D•�/ /. Y EASO OAUm•� . It M 1 a15 I /10.3/4' HLK HASHER HLvo J/a xH. TLN SCREws O ID• at CONCREANC HORS, CHORS © " 7 I ,,,• (SEE SCHEDULE ON SHEET 1]) -I1 �w°la �xa Ilk 0 ®eCONCRCR ••'/ /O!�/la/•��%Y�'%/i I R.mm•® REamRm a L D.•— HV CEILING INSTALLATION Q' HV FLOOR IN TA I ertnN t 1 `E. D.• Qm� HEADSC+U°ICCON E ANCHORS HEAD CONCRETE ANCHORS (SLAT[ it ) SCHmutt oN SHEET 1.) 11 TRENCH INSTALLATION VALID oNLY FOR UP To R INSTALLATION ♦70, -75 PSE A.S.D. DESIGN PRESSURE RATING @ FOR SPANS PER SCHEDULE I]. SHEET II ■ U ........�..—e , ...�•....,. (SEE SmRDNE °H7 I SHEET 15) / 1pt R&D W�K.VN P N'� HQT III I I / OF g IF J m• / / 3 .T LNV.1 l l NOR ( NO T •Y Ha HEAD L[x rIX $CRE1)Y COO. 100NT I a. 5.5. S. I I,9. O.C. i CONICRETE MCNOOS y 6 .O J/ /NOY_ i (SEE SCNwLE ON B 1 / O 8' 0. G SNER 14) 1/2 r )" I •• // m.J P Ss of 1 R• Uvy •. OSap 1pti Jp HDa / J •' / '/ j �/ a N' ae j 17 a 16 l/a' 1' / / '• /' rmlRe xM smBcnwu ' ,J% A SMiAEe °vr O j J. 17 E6 • L. a: F�OIDN.l tAd LramwM /!{I/ / APPEIMLE ' / .• J 114J/4' FR. SDS. / ! /• , / / / CONCRat ANCHORSa D. /, " ; " PWRED CMM (aEE BOQDIIIE ON WE6MCR 1](B) ' B• O.G Pouan CanmC aaaen NOTE pR) RCOULROR 0 CONCRETE NK SHUT 14) OR WHMETCEeETE mCK ON SNLET I m NCRETE "WREB K WALL FLOOR INSTALLATION NEOumm O © HV WA WA K-OV ©KEYSTONE MONNTINO INnp I ennu R INSTALLATION • D w.: a px w nnl Y am- IT 4 FOR MIX SNumUN t TNR mSTAJAnO.x S BE • L D. • ME MsEWE REMOMMC %NW PMMED IBEE McInCATI0N5 ON SMELT 1]) DR F Vfl T EAx OPUuOLE EFn e eUO AON SHEET mR �`1I� I SECODYS GVI BE COeBINEO DETAILS W/ m HV BLADE ro sort Arc IxsrAUAnoN. •'"-. _INSTALLATION 61, P A. r ROflIDA BUDDING CODE Non High VelocityHurricane 2onc' • - Eal : •` �,�rNENSF:,.✓9 �= 02017 NIM0, mG 02DI7 EASIERN NEEA swPLr, NO. -- T D Accordion Shutter System1ro- A.S.SA.NV. • 9_p:,, :•Q TIWT TESTING RE AI W/ OR W/0 NV. WNDOY 9" American Shukar System! �• `� A ENGINEERING COMPANY : %V11 NJw6, CWSM71.1530 , re. v (MI)571_IEn ' ,,T,y ON.gAFL//EON1PO,, Il III Rv4mTGa: w LeTlBmsan 4 ?%P.L.7-'0 OC fAlb/mr RUr0 4467 , x muenpx att pRANN ADaoC10Dn. Ina. I I OLD 15-OB5 p7ln27111 DATE: 07]7 17 4268 Westroods Drive E West Palm 8eaeh, FL 33407 4 ORAYANC No / • _.._— OUT AE POtf3 a w uIPODS p , Hr wasp n p IN r EYsnxccuss INSTALLATIONS W/ I HV rmurzre+rzH wa®�+*x *# 640E SWt ORM NK C VYIp mP ALL BLADE IAV HV CEN ER_MATES fDedWRS.PFlF.100NwIMe1MEOi ia®a©.paepalo.®a OR 10•®a®•®'©'®' • ERPBNO cuts DSEE ETAILS12 SHEETSANECTIO ©'O ' ©4©•Or®a ®•®s�•�010'®a------------7---------- 91/,- 7- WCII2W. I� R'-2 h,n-ny°Pyx SnsE a [Veil MI4LE (M1P) 110,/P s.YS0 12• C T ATES CENTERMA� 5 4 n Vww. O YI PN 5 SY/ S HV LOCK er 2� TO ®w * 35 * IN I * 3 (sa ON SHEETcNr 11` I I L° b®P'©• Oj POP I0 •� 10 •®a®•®'®.,r©,rte�a O' 0 • ©O1O'� • :!9'Cr l (yPST01G '®Pr 1®•®wO•®-T TO O ASs (sEc x�Po� I N oPnor HVA OUT a (F%IERIOR) ow LL1 OUT ®w ■ HVC EY$RINO e s PatioONCPETE OR — — EOlryi[0 e BTO GI)GS J ® ®.� (SEC $CNFD") I • a I ON SNEEE 11) V— a ® OUT _ $ Vr uAN. sucx HVE HVF** FLORIDA BUBOING CODE Non High CM17 MUM Px`.. IL A■S■S■A■ American Shion, Sy-}8T8 268 WestronI }nO. t Pal Beach, Ome West Palm Beach, FL 37607 02017 EISTEF Acc dior. HV. If" #1 W/ CR TRL1T TESTING & ENGINEERING COMPANY uv nx. ,a u. w. ,a> wlra : (M)8. naa vu rm : (ws)en-A,1 .-ma: YrecoeoH.mn w-KOe]IO x.LL1W A 141e w. P.E. rtoaw um 1 .nm , x eocwmex I Ol0 18-EB-9 , . e e 16,• O.O. MC. No 107 i 20 ALTERNATE S " " LOCK MALE/FEMALE "T" LOCKS CENTERMATEE 8 & LOCKERS ft l HV BLADE o _err ENO CONNECTION DETAILA ON SHEETS to & to OUT � eattma[a mu xe, a"urn a aan a -O O O b-O•®' � •a1 eS wx�u. nw"a NnxOaen roo-ma. •Q]•Sii•Q1.d71.R3- ver L • M Man a M xv cacx® . T IweS ox sxm > j• "m ou, ,.wOu, Oo]1-n .u+orl uAa rwss INN aan xursnr. vm / mea a vxuwnum w rwn cxwn rtnweL v16rPen. xn ,oNa eeos, a [aw. --------------------------------- FIN (9HV "T" LOCK (OUTSIDE) -0 )ff our 0-20 x 1 1/2" S.S.M.S. 7/8"e r 3/32" WINGNUT. HDD—HVDE0 FLOATING STACK 02017 mrzco, P%. TILLIT TESTING & ENGINEERING COMPANY e[e1 Nt ]eA 64 6LL ]W WFw'A W[aa, nwG ]] vnw � (saspn-less . m. 1 (sm)ml-1e]1 .-mel lTcoeaNanm n-awero Own A f o44 Pt ROPIDA IX1116) r O - _r 1 r! L I _ <;__cZ1__t% HDB=NVB OUT "'E-i) HDC=HVC SYMMETRICeI HD NT oNerre SYMMETRICAL HD ANT RMAT e W/ 0 K (XT RIORI W� LOCK fINTERI0R1 AAA.& American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 P A as mm w uve" rm[p A ro®xw w sal e �t www rwna eue[p rt[•L rowm e wn rp N[ ranmu,ns.iv�x.+res xm, e,o<p .I III NG CODE Non Nigh Velocity Hurricane Zoni - 02017 /ASIENN METAL SUFPLr, wM Accordion Shutter System H.V. BADE B1 W/ CR W/0 KV. x+TaoW BADE w. x wscmmex artI CUM f Le OLD m-oes T 2P/1 w.m oT 27/n DRAWING No 1/]- O IB' O.C. POURED CONCRETE OR r' �j --f / POURED CONCRETE POVRED CONCRETE CONCRETE aLOCIL WALL / 'OR CONCRETE OR CONCRETE REQUIRED / BLOCK WAL REQUIRED BLOCK W'AlL REAUPCO / awhic CLASS / / / 1—Ensnxc GLAss / // • / L _ � —EYsm,D GALS -z• ION.. �- — i i / AR)IR'" / aAssm To am soEnA[ ALE OR a, sl E 1/1e r0• YAX w MEET 19'OR J /• / soEDUE aN Ycxr II FOR I➢ 9[mAU (Bow- me® AND ims l9Ea (CUDSER � aAusme® PLATE. o�TE Iwv \ \ aAasme® 1/t- a I a USE 1- OR r YAIL /Io.s. I 0 1 . 6' O.C. 4 SEE DUAL X F J OR SIDE CONNECRON To TRACxs rEUSTIN0 GLASS — — — — — L / /• TOLL SdAWiWI m a•AQ (sTE a / 11 m1 /CONCRETE / a SEF(1 I DK6 EDk > ANCHOR / — / ]• / rJ ✓ OR OUR m CONLPLIEOR CONCRETE BLOCI( WALL !� REQUIRED, I —_— (AS APPLICABUl 11/e10 ALUYIN41 CUP ANGLE (COw-B ALL01) AT YONDE i (1) /ToQe (2)1/4'0 TAPLONS ANCHORS SEE OETAL X WALL AT 1• D.C. (LOGTE AT 9- DoE 0`%EC�11 N OR ERNER Da OFp) TO T Q.�•�. eQ 1 .®. SEE DUA4. X For, > . e 1 .®. �'®-®•®,© ®- SIDE mIoIEcRnQh TO TRACKS DETAIL 2 END CONNECTION DETAIL03 NCREIE OR L RroEOViPFD BLOCK wAlt I NC GLASS ---- Vz• MN. se n1r rx---------- OR e SEE uSTM a USE FOR 840E IN ON RNEET 19 p @��ORR�®ORgOR�OR@ VIEW , PLAN DETAIL x WARS EXISTING CUSS —r-S L �WL OONNEOTION DETAIL 5 e• " , &8-64-6•6 L.unczcklt VK CVNCRET� BLOCK WAL FLORIDA BUIDDING CODE Non High Velocitv Hurricane Zane •••• . ........... dr+L VCENS`�::, 9 emn n ®xOl> EASTERN PETAL SUPPLY, Mt TM t* 1L� A S S A Accordion Shutter System 0 o : ■ ■ ■ ■ Kv. BLADE 81 W/ fR W/o KV. xuamW BADE y rLY{�•0� �,� ••,,f.AAAI TILUT TESTING 6 ENGINEERING COMPANY ua N.. American Shutter Systems Inc.n. a o.rc OMAR 90 Le ot9LmOB •-6^ ........Q� Teu` s� w., xa way, wmoe, E1oro, vI ram.: 09s)m+-mw, ro, r(1cS)Er1-Lm1 a-�nea Id1KOeaYFw- 268Association. a West 'Palm t 1 mo Is-oes 1 wm G No z DRAWING No 11}1 osUUq Palm Beach, L 33 BQaeA, FL JJ407 a ' nrP+• wwm A Ayr a.. A 17-107 P.F. SFAI /GICNATIIRC /DITr I ELO0.oA 11c 1 AAIIr " I .,,.�— (ft.). FOR INSTALLATIONS W/ MAXIMUM SHUTTER SPANS 'L+' - = MATES. ® & ® or or OR -L (It.) FOR YI/ ONE N.V. LOCK ® or ®or or HD LOCK ® W/ NO LOCKING RODS or INSTALLATIONS W/ ONE HV LOCK or or CEMEHMAI@ 28® 29 W/ ONE W/ NO LOCKI C RODS 01' LOCK JO W/TWO LO(@NG (SEE NOTES RODS JS TOP BOT70M EE c& cowAwi LYST.LLUMx19 I+m u ♦9 CONCRETE tr eWa alga MALL MOUNTING FI /CENNO 4u udAawa ( ba'') WUNIING I . ar-1 e ROOR/CWNC MowrwG SCHEDULE LJ MAXIMUM SHUTTER SPAN* "L+' R 'L-' (It.) INSTALLATIONS vW & W/ ONE HV LOCKS OR W/ NO LOCKING OS D (VAUO FOR'MWNTMGQ SxER J) CCINARE A16�p6p1 IfiTALUIKKb now/cmao IrowRwo b.3 N w -L nnw .uL MouxNro N l- 30 1e•-o' 1e•-a- 35 15'-9' I6'-10' 40 IA'-F' IS'-2' 45 13'-A' IP-3' SG 19'-3' 1Y-1' 55 11•-1' I1'-11' 60 HY-7' 10'-11' 65 9'-5' IG-1' 70 1'-1. 9-4' )5 e'-9' INCTAILn�, oN LEGEND CONCRETE & MANSORY WOOD WALL 0. B, C. D. E. M. N. 4 P, 0. MOUNTING F. K & L R. S. & V. FLOOR/CEILING MOUNTING G. H. I. If- J T. U. W & G & M 0 MAYINUt, SHARER SPAN -L+- OR l- Met INSTALLATIONS INTO TODD SHALL BE UM REp TO 105 PM. ALSO. DESIGN PRESSURE RARNM t HF CORNEA CENIEAUKTE /3. MY BE USED AT At, MOUNTING MSIALUMONA LOCMNG SPECIFICATIONS SMALL BE AS N3CAIEO ON MNIMTORY CDNO M /E NOTE /S, SHEET S. ttEKCEPT THAT MAXIMUM SINTER SPµ If OR 'L-' AND "IUVM AIM DESNO PRESSURE RATING FOR NVAUARONS INTO CONCRETE OR CONCRETE 81= SIMI BE UNITED AS FGUOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 I..J. AND e'-0' SPµ, SEE MOUNTING ©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 ­ 1. J) HV BLADE CM17 muco. wC �L TILUT TESTING & ENGINEERING COMPANY IMIS nx. MG, G .. ul W PµLQg. NpPIA J1 PL N (SISM71-1530. Fm: 1N9M1_NSv 41. P.G 44167 AuS.S.A. American Shutter SysleTns Association, Ina. 4268 Westroods Drive West Palm Beach, FL JJ407 (1) L+: MAXIMUM ALLOWABLE SPµ FOR A cAui POSRNE RSA. DESIGN PRESSURE RATING, L-: MAY. ALLOWABLE SPµ FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (3) PROCEDURE TO DETERMINE MAXIMUM SPµ FOR WALL MOUNTINGS (TOP/ROITGM) OR FLOOR/CEWNG: GIVEN A POSRNE AS.D. DESIGN PRESSURE RATING. DETERMINE MVUWUM SPAN 'L+' FROM SCHEDULE GNEN A NEGATIV AEA. DESIGN PRESSURE RATING. DETERMINE M.VGMUM SPAN 'L-* FROM SCHEDULE. FINAL M OUM ALLOWABLESPµ IS EOM& TO THE MINIMUM DETERMINED SPAN BETWEEN 'Li AND'L (3) PROCEDURE TO DETERMINE MAKMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS- W/ FLOOR/CENNG MOUNTINGS: FOR A GIVEN POSITWE RSA. DESIGN PRESSURE RATING: DETERMINE: L1+m MAN. SPAN FOR WALL MOUNTING eorI IONS. LL+- MG. SPAR MR FIAOR/CENNG MOUNTING MSTA U,FONS. MR A GIVEN NEGATIVE AID. DESIGN PRESSURE RATING: DETERMINE L1— MAG. SPµ FOR WALL MOUNTING INSTALIATKINS LL-- M. SPµ FOR FLOOR/CERING MOUNTING INSTALLATIONS FINAL MAGNUM AlWsM E SPAI Is EQUAL TO THE MINIMUM BETWEEN 'L1+'. 'U+'. 'L1- AND 'L3-' (A) GO TO ANCHOR SCHEDULE WRN FINAL MAGNUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RARNG m DETERMINE MAV UUM µCHOR SPACING. Wdull Uol N METAL SVPFLY. MF :, m Accordion Shutter Syst HV. BADE pl W/ OR W/O HV. WN"M GAD N. w4 o(Sosm art Dana er: a¢ 1I OLD 15-06.1 P7127111 DUO 07/27, DRAWING No moo Moo v101M 00©OOC mommoo mvvlTave movvlTae momoolo mmmomlra mmmTc■mlo mmmoee �00000 �0000ro v0000lo �Ivm000 a00000 aoomoc lammmmo aomsaoo a00000 ammsaoo a00000 a00000 0 a00m0 aoomolo a0000lo amoomo a00000 a00000 a00000 �wwwww HEADER NOUHIWO our, aoo moos lasamo vlraTralo DODO sews uuwuaAeaAuu Wli■1� ommommmmom�■ao vnomommmoomoo �+oomlTa mnmm000 onoom®mmonoeo 90000mmmummvo voomommmmnmoo Fill mnmm000 flofatesmmmr.�rno ww w mmOOooC OmOmOmo ommamoo o oe BE loomloom000OvoOo om0000mo0oow00 oo1111110111:11oovoomOmmmmm0 Mil mmmOm000C I•l���i>riEnElIllmmnmm00000OmnlT©va oo�0000mloeOOooa ommomm loo Mil IDENOMNMO000MlIMI m0em0o 0m m�0m0 Imo moovlovmoAom0000Taimmomoemvoom000uo MN==== l000000 ,ao l00000000 poNo0o0 M"=`= mmommm m00000r om00omoo0oo0o0 1000O O IOOV0v 100O0000000G IDOOVO�vODOOsasaO ImOmmm 1370mmOmmO rrq mo DO =M w RVANCEDHNOLOGYD-SET • SEE ANCHOR SPECInaTI0NS ON SHEEP 1D *SEE UMZARONS OF USE FOR I BLADE ON SHEET LO io RIM 'ao0110 WZ & HV WINDOW •• 'ao A ■ S ■ S ■ A ■ Accordion Shutter System KV. 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ARCHERS To SUBSTRATE SNML BE AS FLL — (A) TO EASTR O PWRED CDNCRETD (W. rP . 3 6j - 1/4.0 TAPCON OR TAPCON VIM ADVANCED 1MRFADropY TECNNOHALY M - 1/4'0 . 3/4'ALL POINTS SOLID -SEE AYCNDRB, AS wSTM,ma BY ML - 1/4'0 w TO EONCRGE ARCNOM.W/ GIP As YMUEACNRED BY N - 1/4'0 TAPPER, ANCHORS AS WlNfICDIRm RY ..sve SY LT.W. SCUM (rh. ra - ] b0 G. rc - 3 kW) . POINTS scow, ear tr mEallW (ua rR - ] L.) NOTES: AI) YPNRIY.r1IBEDYENI INTO POURED CONCRETE Di TIPCON OR TAPC6Y WIM ADVANC[p MRFADFD1p1 TEMMCOY ANCNoRs ARE, TAPPR+ rr1p101HS s 1 3/4•, me FOR BLUE TO W/ w Mahan 5 1 1/3'. A3) MNAARI Eu6EDLI M OF 1/4.0 . 3/4' AEL POINTS COIL -SG McNeR$ SHALL BE 7/8• INTO THE PwWED CONCRETE NO D/BEDYQC INTO SNICCO SHALL BE PERIOTWD.1/4.0-30 S5. YILIw1E SCR, ABED 51HM1 BE 1 1/2' lONO YW0R111 SHOULD SUcce CAST. AND 1 YVRYaY MR W41S PAIN No SNCCO. AJ) N OLSE THAT PRECAST STONE. PRECAST COMETE PANELS. PAVERS OR ANY VENEER BE MuND on THE CASaNO WALE OR RODE. ANCHORS SNNL BE Ma ENOUGH TO RLACN THE IIAN STNUCNIRE BDONC WD I"CN9iEs. ANCXORAGE SNYL BE As wwWCp ON GI@W OAWs V0.E. !CYRET&'SUITS SEEON NNA SIINie OR EPS WIM 011 MOWUT YG.LL SRGS COHAILT 1M9 [NOOIDR, ryR SMtt 20. (0) To Mmetc CoNCRER awac W'IM FPO) 1/4'0 TAPDCN OR TMCON BTM AWANCEO INRFAOFOWI TEMGM, ANCHORS AS YNNTACIURM BY LT.W. MOM - Iles . ]/4' AL pG0115 Sw1O-SET ANCHORS. AS C,,,,M 0 BY All POINTS SCREW, BOLT tr SPEMW MWAM. - 1/4'0 BUFF TM CONCRETE ANCNGRS W/ CAP AS YANIIMC CARED BY UsessA rAGFGN R, pRCf. INC. - 1COMP �� =0 MORG MPRO6 or u)CENsm GR AUM EEOr�mVDl=w1RwROCGaSERED vCTN ME IDMITHILITED MYEPo /JINN OI ,,,,S AtrS,SIKtLDMTM P1C. ROM Ul) WNPNN CUBED W INTO CONCRETE BIACR of TAPEON, OUR TO W/ CAP ANCHORS AND TAPPER+ AHGGRS a 1 1/4' AIR, IAFCCV NMI ADYAHGro TIIWAOfaVY TECMNOMY ANCHORS IS 1'. 8.3) YPIDNN EYBEDYENT a 1/4b 0 3/4' ALL POORS s01G_SET ARCNORS SMYL BE [,RNELY D.OLWEC We TM CONCRETE BLOCL NO EII W INTO SNCCC SHAM. SE P[pIATTEU. 1/4' 11-20 SS WCNNE SCREW Us[D sN GE I try• LONO YINNW SHOULD CRCCo FAG, ANT, H• YwIWY MR WY a MIH No succo. HL]) IN CASE TINT 8.2U) T SIwS, PRECAST CONCRETE PAVERS, PAVES OR LED' VDNEDH BE 1NRN ON I1R EASBND WML OR rtorn. ANCHORS. GIALL DE 111NO Q VO TC RETCH ME WIN SREUCIUOR BDMG 5Y0'WALL FO',MNES. ANCHOPADE SHALL BE As INaG1ED oN NOBS BI) tr B.3) ABOVE rop LYGADET L CN Vwn HIEF 0. EBS WTIN OR WaMOUT YRAL $TICS CONSULT 1M ENraEER roR w5TN1A110N PRO[Ps W1111 YETAL Se1D$ SEE SNEG 3a (a) M NORs SMALL BE WsUEO MUGsVNO AL R ThE RECOUMNOARGNS AND SPECIFICATIONS Or ME ANCNOR'e YMNEACNRDL fin, Vr ENE DISTANCE YERSUS r-.. MI-EI E ..rop _A _e _.. ................... .,,,.-.,...o. YAANUV MCHOR P=NGS APP YMG FOR ME CSDAVfS 0G 100 CUM. FOR E D. LETS NNW THE waCUM ROYCE MHOAR ShgIho B! YMRPLWhV SPMND SNOAN W SCNEDaIE BY 1ME faLLWNa FKTDRS. RFWCFD BP/LPq oafA'NEa MIO rMOR SMU MY et ILS TRA4 MMU Sh=ho w M) FOR FACN NGNeR TKE. 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P.F. or Co ti •7n.Te Ran" U, / 14167 !X EEFIOM 1 1' ®3 1/4"0— OK " BOLT MUST PENETRATE 3© 1• 373- 1/4"0-20 THREADS O 1 /4"® ELGQ GONMUC710N MUILGIS FAB—LOK HD COMPONENTS SCALE 3/6'_ 1' wnlWq tr EYIEWOR f/[r I Q 12 Y 2) 42 — Lou 0 Ar 12 1N HEADER DIDS VIEW Y S1DE CONNECTION TO TRACK )INO CODE Non High Velocity Hurricane Zone 02017 EASTERN METAL SYPPLY, IMF BERTHA TM Accordion Shutter System H.V. RACE S1 W/ OR W/0 H.V. IMN10.V BADE ny. NJ 6rscxvlpn 1 OAR DUM1 sn L.C. OLD 15-0ss /27 1 OAm 07/27/1) DRAWING No