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HomeMy WebLinkAboutSET UP-INSTALLATION1. ST TAN H.V. ACCORDION MOM SYSTEM SIDVN ON THIS PRODUCT IALLED T OOCUYEM f N NA5 BEEN VOBPIED FOR DOMPUAHcH N 4MIEDWCE " ME 2017 (6M EDrHaN) W ME FLORIDA BWLDYNG DUDE A ACLBNON AIURER SYSTEM SNATH NOT SE CT E VALL AT IUCN 1;EILCIYY NUPRCNIE ZIXiES. DISHI N WIND LOADS SHALL BE DETERMINED AS TEN SECTION 1620 OF THE ABOVE MENOONED CCOE, FOR A BASIC MIND SPEED REOMED W TW JURSpC110N YIIIDtE $HMnR WILL BE NSTNIED WEN A DRECDONAIRY FACTDI Kd.O.B5, USNG ASCE 7-10 AND SNAIL NOT EXCEED THE MAV WM (IS.DJ DE PREAIWE RATINGS WITATEO ON SHEETS 11 THRI Is. 19 & 20. N ONDCR To ALI6FY ME ABOVE CONDITION. ULTIMATE DESIGN III LGAfY' IETERWNED PER ASCE 7-10 SHALL BE FoM REOUCW TO A5.0. DESIGN WIND LOADS W MUITIPLTIHO THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAY. (AS.0) "ETON PRESSURE RATINGS INOIC M) ON SHEETS I I THRU 16, 19 & 20. IN ORDER M L'F16FY THAT COYPONENiS !NO MCNOR$ GN THIS P.EO., AS TESTED, WERE NOT OVER STRESSED. A W S oicni E IN ALQr491E MESS FOR WHO LOADS WAS d$ USED IN THOP ANALYSES. HOWEAUR A No DURATION FACTOR CD-1.60 WAS LISTED FOR VERIFIGTION OF FASTENERS W WOOD. BERTHA N.V. ACGBIDION MIL, EN 5'S1EM'S AGEOUA.Y FOR N1N0 TAD LARGE MISSILE NPACI LOAD WAS SEEN VERIFIED W ACCOROLICE WIN SECTIOW 1609.1.2 OF ME ABOVE MQOIONED CODE AM PEN AIL REF9RT5: -HV BIDE �O 10214.01-03. 10715.01-03. /100a.01-W, /1214,01-05. foH7A2-O6, /0609.01-10 AND INTO, 1-11 AS PER TAM-201. TAS-202 AND TAS-203 PROTOCOLS Ma ASiM E-IM6 AND E-1996 SEMBARDS MISSILE N 0, 111 ZONES 1. 2 & 3) & I1221,01-10 AS PER TM WI, M3 & 2, PROTOCOS LARGE MISSILE. -Hv WINDOW BLADE 9 /050541-06 AS PER ASW E-1836 AND E-1995 (MS5KE IEVEL D. WIND ZONES 1. 2, 3) GASIC PR01L'CIION BNLY AND 10725.0E-88 AS PER TM W2 PROTOCOL Y. W EL0kDE(D AND W WINWLY BUBE ® ARE E1Cv(EERED TB WORK W UNISON WRN EAEI OTHER LINER THE CENTRAL LMFBATIONS AN CONDRCNS OF USE WICKED ON SNEER 19 3. BERTHA M.V. AMNION FINS (W SCREWS). USED AT BIADES KNCKIE AHD FBI DIRECT MOM CONNECTOR TO ERAS S SHALL HE /14K2,75' AND /14.L75- PESPECffrfLY, 410-W WNRNVY $EKES COAING �PUGlOf6. REGOTERFD WITH ,WEPoGW MUTER SYSTEMS AMSOCATTIR' MOST HEAR THE W MARNNO pry THEIR HEAD. fir COAIWC ST91EI AS WFlUFACNPFD Dr APPRO?B 4. ALL ALUMINUM EOMSDN SHALL BE ALOW M ASSOCIATION ALLUF AND TEMPER AS NOV 4111) ON SHEETS 2 MD 3. ""N"HI2 WEED SERENOIN FOR 6083-16 ALLOY IS 30.0 LAN AID 35.7 111 FOR 60D5-TS ALLOY. 5, AL SCREW$ TO BE SENNIESS STEEL 304 OR 316 NET SERIES OR CORROSION RESISTANT COATEB U CN STEEL AS PER IN 50018 WITH 50 kM MW. VIED SiPFNCIN AND 90 Ld AN. TFNMLE STRENGTH. AID SNAIL COOKY W/ FLORIDA BUILDING CODE SECTION 2411.3J.A. 6. BELTS TO BE ASW A-307 WLVANQEO SIM OR NV W4 OR Slfi SERIES STAME55 STEEL WRIT M LA MNNMY TIED STINGS, 7. SEE THE FOLLOWING MHEES TOR ANCHOR SPEQRCMONi W RUDE (D : 12.13.14.15 AND 20 w BLADE (D & @ McRKIN N UMSBN; T2, 13 & 15 & TADS BERTHA NV. ADDITION MUM yryYEl BEARS A US, PATENT IB'7n=. MLOOMNTS OF HIS MMWO ARE COVFREB, W WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN METAL AMPLY. W. P. a MALL HE THE REMPONSIBLITY OF In CONIPADIBR TO VERIFY TW SOUNDNESS OF THE STINCNRE WHERE SHINER IS IT BE AEACHM M NSURE PROPER ALAI WPAGF. CONTRACTOR TO MEAL/CAOML ALL SHUTTER COVPONENT EDGES WHICH REMNN, THRU FASTENING IN CORIUNOUS CONTACT WIDI THE BULUNC TO pMSYFM WIND/RAIN INTHMON. 10. CAEN UNIT UUMT BEAR PENMAN" LABEL W A WSHU WADE WITH WMNNG NOTE OUWN PEa005 W XURRCANE WM NM HOME OWNER. TENANT, OR OTHERS, NUSf WIDPEW.Y 0.05E ALL W' AND N CEMERWTES AND ENGAGE OR LGDL ALL W ARID HE LOCK. Il. SLITTER MMUFACMRFRY USE SHALL BE LOCKS) ON A READILY WSIBIE LOCATION AT AMMON SHUTTER IN ACWROANCE WITH SECRGN 1709.9.3 OF FLORM BIPtlXNG CODE ONE LAeE SHAH BE PULED FOR EVERY OPEHNG. LABENN TB COMPLY WITH 17 SECTION 09.93 OF THE FLOIDW BUILDWC COOS 12. BERTU H.V. ACCORDION SHUTTER SYSIEI'S INSTAl1ARIN SHALL COMPY WRH SPECS NDICATED IN MS HN`WNO PLUS ANY BUSING µDI 20NIN REEARNINS PINDED BY ME JURISDICTION WHERE PERMT IS APPLIED TO. 13. (a) THIS P.ED. PREPMEO BY THIS ENGINEER IS GENERC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPEDnC PROI , i.e. WHERE THE STE CONIEWNS DEVIATE FROM THE P.EO. (6) COMRACtOX TO BE RESPONSBLE mR THE SEDITION, PURCHASE AN "NENTARIDR IHLTAIING LIFE SAFETY LM HIS PPOGUCE BASED ON TADS P.M. PROWDED HE/SHE DIES NOT GENRE FROM TH[ DOMAINS BETAIED IN THIS DOCUMEM. MNSTRNN0.NI SAFE1' AT ME 6 THE COMPACTOR'S RESONST6RTY. (C) THIS PED. WELL BE CONSOptED NVALD IF ALTERED BY ANY MEADS. (4) SITE SPECIFIC PROLECIS SNAIL SE PREPARED BY A FEORIDA REGSTERED ENGINEER OR Ma,gECE WMCH MILL BECOME THE MQNEER OF RECORD (EO.R) FOR ME PR/JECE AND WHO WILL OF RESPONSIBLE FETE THE PROPER USE OF THE P.ED. EN6NEER IF RECORD. ACIRC AS A DELEGATED ENGMEER TO THE P.E.D. ENGINEER SWLL SUBMIT TO HIS LATTER ME ME SPECIFIC DRAWINGS FOR REVIEW. (e) ONQNK PRO. SHALL BEM THE DATE AND OPIQNMA SEA AND SCHAlURE OF THE SCANNED BY St. Lucie County ENQNEER OF RECORD THAT PREPARED IT. 020T7 18TEOS, TIC. IL ECOE„c. 06P TILUf TESTING &ENGINEERING COMPANY 1y AA 41v N.. xa. R sn me WAc+PA rAwvD, Oars v Pnm..: (Sos7671-rSw . Fa, : (3nfp71-1v1 ®-N067t9 S,ONAIEN61I4 WLL,ER A TMI,,. P.E 3-eY.teunnV�ivr �n..e NGR2YL Lk. / u167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEA COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SH IT ER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDER' BLADE & WINDOW DETAIL ARE e . HV ITT ADD n AND HV V^ADOW ;N enc ryq (WHERE A_ _ PP 1ICAM F1 TYPICAL SHUTTER ELEVATOR & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CDNCREFE/6LOCK SHEER 6 NSTAlATION DETAILS G-M, fANCREIE/BLOCK MEET 7 CENTQEWTE DETAILS HV SHEET 8 CENTERWTE AUERWTING DEEATB W SHEET 9 EN CONNEMN DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK MEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & RLDCK MHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS NSTAUTION DETAILS U-P, WOOD SHEET 16 INSTALLATION DETAILS S-X. WOOp MEET 17 END CONNECTION DETAILS 7_12 & X. WOOD AREL t• )N WRNOOW SLADF AA MEET 18 ONI Y TVIPM SHUTTER ELEVaTpN AREA 4: HV WINDOW RI AOF (1) ONI SKEET 19 Y NSTALUDON DETAILS. METAL STUD WALES SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Dr'ne West Palm Beach, FL 33407 2017 .....1S MOWN Accordion Shutter System KV, f1ADE @1 W/ OR W/O IM WNIM SAE MIND No 7-107 O1 HV SOUD BLADE COVERED UNDER US PATENT 0 545B}79 1A HV WIND�DE/ OF USE OF BLAD_ :-R—ON SHEET 19 ©HV AOJ. FLOOR TRACK OUAUFlED FOR USE W/ HV \ BLADE (11 - 63-T6 ALLOY A 0 MMFER 1.9A• _ ] S90• U11 HV CEILING HEADS O TIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 606!-Is ALLOY AND TEMPER MY XMN TMNI Y ,CBS SIDE ANGLES 1FIED FOR USE W/ HV a4 B =;M�ll QDhK UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV SLADET1 6005-15 ALLOY AND TEMPER .09r 0 HV HEADER/SILL OUALIFlEO FOR USE W/ HV BLADE 1 ONE 6063-T6 µLOP AND TEMP[ ALUMINUM ANGLES OUAUTIED F0 USE W/ HV BLADE (II N. 6063-T6 µLOT OANDLYTEMPER �7 (4)HV DIRECT MOUNT QUAUFlED FOR U_I WTMV BLAD�6063-T6 A Dy 1 TEMPER- \@!JHV WALK —OVER TRACK QUALIFIED FOR USE W/ NV DUDE /t l 6063-T6 µLOT AND TEMPER CMIPONENi A B TI T2 Q 2' 5' MAKI 1/9' ' 1/6' 2' S' 4AK 0.192' i4192' 19 2.r )' YAK OAN' i 0.190• {� I 2' r MAX. M139" 0.131" 02017 TRTT00. 0J5 rt yr ' TILUT TESTING A ENGINEERMO COMPANY AS P.e. V. 94, n.. 39x N99AM Z1.10 .. U ITP'; rmm : (w.)eT1�1 s20etOF. � 13053871-101 �1 m P4RR A t A TILT 1Wi Jr. P,E R1/.iC M1dDY. Mt I HI6) 0 HV_90'/180'1STARTER OUAUTIEO gR USE W/ HV BLADE 1 6063-TS ALLOY AND TEMPER 0- 99f 642 S 12 .920 O9 HV TRENCH TRACK QUAUFIED FOR USE VI/ HV BLADE n ONLY. A.S.S.A. American Shutter Systems ASSOclatiOn: Inc. 4268 Westmads Drive West Palm Beach. FL 33407 (1-6 HV RAINGUARD QUAUFIEO FOR UU(g�)E VI/ HV 6063-T6 6 oDEATTD TEMPER. EASTERN Accordion Shutter System HV MADE #1 W/ OR W/O HV. wmm aAm ATNG No 7-107 AMN FRUITF1kYAilON LOCKER E_ OR -I- LOCK CENTERM QUALIFIED FOR USE W/ HY OLADEIONLY 6063-TS ALLOY AND TEMPER 2N' m{g t� 311 QUA &063 FOR USE AN MY BLADE t ( A 6063^T6 ALLOY O TEMPER g 1,OCKING RODA QUALIFIED FOR USE W/ HY BLADE 6063-T6 ALLOY AND TEMPER I �QHV MALE UALIFIED FOR USE W )tU DLADE 1 ONLY 6063-T, A OY AND TEMPER 6O63-T6 f1 HY 3 8"0-16 A( J.t61 6' Z 3 HD NT RA QUAUFIEO FOR, USE WWZ NV BLADE,.I & g 6063-TG ALLOY NO TEMPER —T IH'e =15 a.S. THUMMCREM QUALIFIED FOR USE WJ NJ BtAGEQ sq OMI] TIMM, INC. IF TILUT TESTING & ENGINEERING COMPANY �. 6]53 [ly. 15o. H. SL. 3fd, NRCM`A r+M yrpgpy yT ,1 r,d plpne : f.X1 e)8]t-153U . ftl.: (20.5)691-1531 -m is 6n.:�otla«n, E6-ova6nn p W-VAF.01M A f'LR 2r, P.E. ATC 20RM tk. + 4n16J C=01 .ND. PAME6 5 NPY V10B. bNW4 L1L0) i HY EGRESS LOCK QUALIFIED FOR USE W/ 1N BLADE 1Q & 61 ONLY. �.sER RNE1W( BEFORE RNlDuOEDxO 1/4!g-20 RIYNIST* 2N4-n ALLOY) Mau F mN IA. A5 MwVMryRM m AM NT. M1YW .RASLY NON OR COW{, RHATYC FOI USE W HWV )E ONLY. 0.e75' Min. 1 .123- UP.. *Mullrr . .80 LQCK eY REGW HARDWARE MORTISE LOCKS SERIES 233J HOOK DOLT LOCK. OUAUFIED FOR USE W/ Uv BLADE&,CA, A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West POlr Beach, FL 33407 EASTERN Accordion Shutter System HY. MADE #i W/ OR W/O HK WINDOW MADE MNG No 7-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HY Q1 HV BLADE t ® HV BLADE to HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING d� HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"v3/16" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS l"? HV 1 3/4" ACCORDION PIN W/ Q8 HEAD ® HV 2 3/4" ACCORDION PIN W/ Q8 HEAD ® POLYCAe80RATE IMPACT RESISTANT HV WINDOW tEQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR J x MR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) OR HV (9 BLADE. TYPICAL SHUTFER A Mt3 Y N..S (2) HV PIN ® MAY BE USED IN LIEU OF ®.AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D 10.324" GLACE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. 048�- O (3) HV PIN © OR @ W/ 1/2" D.D. 1/16" THICK S.S. WASHER TrR 14 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'g '.HEET .S. 4014 ONIt] t8iEC4: R#„ I TILED TESTING A ENGINEERING COMPANY Pane : (Jpl)10.tlb . Fm : (J09j9)t-i6J1 e-myb. Id 711 CINn f k OW wMOR A r%LT 44 P.G ROaeA tic. /. aar62 SADEE13 MOOS iTrv1 {5 ON c .ta7sno 6ruT s=I� aIME d6]5' , v •aC15 .08]y • ie ell• 1 $ POLYCARBONATE IMPACT flF 4jpNT F(V WINDON GAYER MAKROION 37p3 PoLYCARBONATE RESINS, UV—STABFU2E0 CRADE OR SABIC rIa NBCAoc 00 ce INNOVATIVE PLASTIC LEAN 703 RESIN i (SEE NOTE "F' ON SHEET 19). POLYCARBONATE SOURCES FOR 6 ulirrac rstimrc uaar •� m � SP9CPm". 4Wm qn OM CCU b/' 0.Wd 0r' rornc .mn mmxael ran vem !,� Pu !aw e.0 ruxaw m�wln.r .ma r, w+ r>.PP f Rpt'NL I,YUL4 mTu aSM b)% =.IC40 0..i Y]AM Prl miro4n uco .m 0%C ra n-aM rT rt�M e ac noam ury o-mu .).x s w s m P.)[ or e�wc uTu oev o-r un c-r wa uv lu ml rare slo% l9m r oeP T ]'� asn clss terra mmrwrx rnm mP .$)+ oa W% P.e eYs P.< tI1GtC SIR$ PJb6 4PAr1[i1.W ISIY W! M61 P.e[ P.eIO Pet. .S A.S.A. American ShuNer Systems Assocration, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Accordion Shutter KV. MADE pt W/ OR W/O H.V. W W LAW= No 17-107 r>�rr�lrr�tn�pit� I' 4 �I 1 � TYPICAL) HV BLADE SHUTTER ELEVATION N.T.S, iJ OF CORNER CENTERMATE BE USED AT (OONE HV LOCK t2� or SH.ttt BE USED AT if2 OF ANI BMURER SPAN FOR ANY SPAN o, ¢� MAY BE USf�b As AN INSIDE OR UOUTSDET LDCK, ATTACNE6 0 ORS4T ANY 'C-20 x 1/2' LONG FLAT HEAD S5. MS. LOCATION OF LOCK SHALL BE AS INDIG ON. Ili IF TIES FOR SECURRY PVRPOSEB, UP TO TWO Hv UY BE USED %S AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERMAlES ITT 1 SEEc AS INDMT ON TYPICAL SHINER ELEVATION. LOCK 0 INSTPLIATIONB AT ANY ELEYAnON. ALTERNATE LOCK Q� NAY BE 1. LISEO AS AN`iNSIOF'OR OUTSIDE LOCKrvANACHMENf OF 1/4'0-20x3/4' S.S. THUMBSCREW TO QI OR q CENTERMATES SWU BE MADE W/ 1/4'P-20x3/4' ALUM, RMIUf AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SNAI• BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, S. MANDATORY CONMM {3 FOR KEYSTONE ONE NV LOCK a ` or SRALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN TOR SPARS UP TO Sr. AND FOR INSTILLATIONS AT ANY ELEVATION. HV LOCK 0 01 9 aF @ MAY BE USED AS AN INSIDE OR OIITSOE LOCK. ATTACKER TO 6 a @ SYMMEMIM CENiERMATES W/ (2) 1/4'-20 x 1/2' TANG FLAT HEAD S.S. M.S. LOCATION OF LOCK SNAIL BE AS INOMATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR 0 TOP AND EaNOM R COMPLETELY MANDATORY, *NOTES ON HV "T" LOCKS ANO CENTERMATFSe f. R ONE ALTERNATE NV LMLOCK _ MAY SE RLSTALLED IN L IFOF FN LOCKG 4 OR FnP eNv c0eu ..,n WINGNIN MAKIMUM -20 a 1 ox 3/8' LOCKNG Ili 'N TES ON ND LOCKS & CENTERMATES• r.� I. 11010CK HD DEMFRYATES© DRT3%(31 . ONE ALTERNATE NO LOCK.q w,mF,e,� USED IN UEU OF HV LOCKS (T OR ( FOR ANY SPAN AND INSTANARONS AT ANY ETEVARON. ALTERNATE NO LOCK G'MAY BE USED AS AN INSIDE OR t OURID�.F,, I.M. ATTACHMENT OF NO LOCK e TO 0 3 W/ 3 (6 x 3/8• F.H. SS.M.S., AND MLN@E$ RBNFORCEMEm MSERT Q} AS SHOWM ON SECTIONS NOR-HVB AND HOL-NYC, SNEER 10. LOCK MAY BBEEDIST MCLEB AT MIDSPAN OR 12' MMMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKe1G RODS 5 COMPLETELY OPNONAL o2017 MTECI. M. IL_ITE C-0-c ' TILLR TESTING k ENGINEERING COMPANY C YYl em P.. 2w,. s, a. ew: Nxvw cAccv.s, nusA a �1 Pnme I pPlJB]t-i&T11. Po.: QD3182t-tSit f A.S.S.A. Amett000' Shutter Systems Assoclatian, Inc. 426E Westfoods 06w West Palm Reach, FL 33407 2017 EASTERN METAL SUPPLY. INC. Accordion Shutter System Ky. MADE #1 W/ OR W/O KY. 1Y, NEw RARE AWING No 17-107 POIIRW POURED ANCHORS (ME (SEE SCREWtE ON PQIRW CONCRETE OR CONCRETE EMA: EIT PCERUI _ REWWEe EIwI 13) REOU'REo CONCRETE s. 1 CGNCREEE ANCHORS (SEE SCNEDUIE ON MISS IJ) 1 17 1 B (SEE vf.aIMc e. EHC57 7) ANCHORS _ (SEE SCHEDULE ON MECHINTEaJSORENS sNua 13) tNR a 12" O.C. am. tp•a-xm3/a•sS -1• EO NACMNE SCREWS M 1/2'J (I 1 WING 1/0-20 NUR 0 T2_ GO, 'Ilk T" Eo EO F. D.• 150• Nov I' _____ 3 DR 15 t—"— US E. i .cE mrwm � �" Im1 m�Ec�smEAn� ! 0+9[0 .a PT 1 OR UN- SEPNUIKM TO G11SP - GLASS- a.a. w. VN ! I i S PAWNON TO RASEI T - MASS—.. ISEE S EWIE ON SNar 11)�*� j III L 1 1,G ^(SEE SCNEOUI,L ON SHEET 11 I I F 1 CAV OfEsnuNi ©HV WALL HEADER lucre) I ATION 6� HY WALL HEADER INSTALLATION + KEYSTONE EQmuc 1 OR (�� 1 MIN. sEP QRGN To Goss _(SEE SCHEWIF EN ENEET It) / ii ona auo �I ` Nry. SEPMAHtlN iO G (SEE SCHM E ON SHEET 113 p s0�'— OI PQi,e9 aNa O:a� � ntRMIG ' E. a.•' CA.• �{ 5 @© w T/x., -v 19 � I . - EO EO PN'U1PG iR 55 NEAP \\\ / I. L CONCRETE ANCHORS --/{/— (SEE SCHEDULE ON SHEET 13) 1 B MACHINE SCREWS USING 1' 1/a•-20 NUTS 0 T2" O.C. ' 1` ( 1/aa 20v1 ! CONCRETE ANCHORS / " $ 5 PHtWPS I — TRUSS NEW NAdtIHE SCREWS (SEE sommutE. ON :WiC _! , W/ 1/p-20 NUR O IT O.C. CONCRER SHED 13) BLOCK 1E2 fp.GCK UIRED C BY SILL 1 INSTALLATION RS (SEF� SGHEDU' OR CON OR CONCREtf HEG{K "EEB'RCO —WALL E ON ROD CONCRETE SHEET 14) (F HV WALL SILL INSTALLATION OR CONCRETE 8t NAu REWIRED 0 HV WALL SILL INSTALLATION CC-MNANO1 OF srrnnNS: HEFT! FOR I,PEx 4 R INSTALLATION DETAILS W/ RIM SUIT A CAN BE Cpa91NE0 rc ro sort Am orsruEAnpP. E. a _ ME DISTANCE (SEE SDEC5ICARONS dN SXEET 1J) A rAA SEE ISINNS OF USE "I" eva w SHFET R .. //{{�� EJ `' \If H Y BLADE FLORIDA RUINING CODE Hon H)qh Velocity HDT cane 21 \\\\ '••GEN ••''• '• J ON17 NLTECO. M. 02017 EAGTEBN 14UAt SUPPLY. a � L� EE c p ASSA � m BERT A H TN Accordion Shutter SystE • TIWT TESTING k ENGINEERING COMPANY American Shutter stems Systems )Ev. at�OE gl w/ OR w/o N.v. vnroav BtnnE :.!•'••.. �Q\\� C p•; ' \ ORtO A4A .\ fA� I"' - S'ONALiN�'''' „A.• exn NN. w.. tt. s. wl, wacw! aFmlx EwRw .M1a Peum 1 (JOE)e71-mw . ro.: ISDJ)W1-+JJ1 ma uo-cea.e D-Dmea. aAL1u A TEUI ,.. P.D nORaA UF. I u181 A88oCIuHon. Inc. 4268 Westroods D&I, West Palm Beach, FL 33407 1 x J . oExnPnox Uvu 15-085 aTc mAnN 7 vll GURU' DRAWING AEC Eq. W127 i' NO 17-1 07 POURED CONCRETE ANCHORS CONCRETE (EYE SCHEDULE an SPEEr 13) REWWED E. D,� N ({� APPD "is E� 11 •aR 13 aR7 '� E tSiWG GU55— ' ' E w t StAD I wt lmwa4l APPUCM CGI� HV \\U CEILING INSTALLATION fiI39 E%STING O, ORS „) GV55 14a3/4' HEX HEAD , SCREENS O -, O.C. 1/4•P-70 B.;, N$ ! CONCRETE ANCHORS W/ NOR O 9' O.C. r (SEE SCHEWLE On — i -/, sHEEr 14) A FOR MICtt SHUTTER ZCD04s CAN RE [daRu (B' NY FLOOR INSTALLATION t ='LTION T E. M - EDGE @STANCE (SEE sPECTEMAti0.Y5 DN SHEET 13) OR go S A CXORs DMLE ON SHEET 13) EOOE OF SU96 / 'd AFP E C RE�TE D RED Mi HEAD CONCRETE ANCHORS (SEE SCHEDULE ON sNM ta) v W4' HUE p IAD EEV'ss ON, 17' O.C. � SDs C. 11/9 Ma Ma.. /I4n3/4' F.H. SD.S. EEi 1 POURED RETC qy NoYE FELT 130.) OR CONCRETE BIOCK RECNR D OLL NV WALL WALK—OYER INEALI ATION A 9 r i1 f EOGE MURED NORM RAT HEAD CVNCREIE µCRoFs ETE g1pREG (SEE SCH[WlE ON sxEET la) 11 TRENCH INSTALLATION ALTO ONLY FOR UP TO +70, -75 PSF ASD. DESIGN PRESSURE RANG k FOR SPANS PER SCHEDULE 03. SHEET 11 E / ro 1/4•a-RD Hors olr on i.OG MIN (An;oIMI,, , MIN . . WN11Rdl (4ECORAfiE ^ © KEYSTONE MOUNTING PamfD caRaElC REAIWF➢ INSTAUATION N+xvuM Axo, aEsv1 PREsswe .a; re pY V W SM1W SA4 C-O" MS wsruunDY RUEI DE REMOVA {YNGf PERFORMED NNACEW TO AN GPEANM1E E%It •SEE L9d ARONS "UGE fDR DR ENTRANCE R(ADEf GN SNEEt 19 INSTALLATION DETAILS W/ 0} HV BLADE s0. A. 7,,-N_ a3017 MITCO, NC. IL E C O /FIG. A , S American nt Shuer Systems AWOCIOtionl Inc. 4268 Westraads Drive West Patin Beall, EL 33407 CM17 EAS2RN. METAL SUPPLY. INC g T A M Accordion Shutter kV. BADE j/i W/ OR W/0 HY. WN%7W I T1LUT TESTING A ENGINEERING COMPANY a3:5 n.n, aeT. sl. s1a :vs, xwaPa NRmrg IICRM 3v Pno�.: pas)sn-Is3D . Fa..: (1W)99T_TS3T a-mao: un«ooaxeam m 0i-a¢nn wKiL9 A 1LLU! Y. .E. P.E._ DAROA it. 144i£x . x PaERmnon GArt wawa on 1 OLO 15-ORS 1(Et(1 GATE: Ol E 3 DRAWING A _ Glwlss OUT ON SHEETS 10 & 1B IN E%,SnNG CARG INSTALLATIONS W/ 1 V Sotx0}q 0.4 tOmNO R005 . Hu tatli4 © u aw umure v x Qua Saxe *,k BLAD W NV CENTERMATES eJ.vE s+ACN oErNE mm a vNgi rwe u a5N1ER44re5 APEUCAnoN WRX 9lA0Ep )0•t05 +^®'�.©•®w O SEE END WA I ONNECTION CONNECTION I ©•O.©q©•O •®°1 �EZIsrMC Cuss SHEETS 10 & fA ------. _.. -------- ._------- �------------- Y1Y11/6'0'-1 (rA63-T6 altar rwu. 8 a 9. 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P.0 nOC➢A l . 1 4+161 a AWING No 17-IU ALIERNATE INSTALLAIJONHV "T" OC 0 LOCKS MALE'/FEMALE "T" CENTERMATES LOCKERS /(1) HV BLADE SEE END CONNECTION DEEM c ON HNEETS to * is OUT IN `1-' muw.aA!! e�w©•obw0�w ASWCAACM,KP3KltO4RNEttlE®atYtm-rwa. llrap+RD ai ila5 Ilea wY PS u'ID W:'M 11PS KRA �1D"®w©. 0aN.L{�w ltiR bn4 !iN 0 0 .s .l E s K -- _________'.• _____%_j____________IN___.______tq__vv_, _j sHir I ONvCKNSIDE) (•'s se ©D HV "T` LOCK (OUTSIDE) P,E. vr OUT W/^7/80 x 3/322 WNGNUT. t t. V* .11M.W. 1� \ CM1711LIT00, Mk 'L 6"CQINc. TIWT TESTING h ENGINEERING COMPANY s!a P.W. 1xw ", m aa, urea aPw+s. naaa al Foam i F1¢419T-TS]t! . Ya. , tmlan_.aa. A Ve J µ197 W � M��''� l] � al 4` A.SMS.A. American Shutter Systems Association, Inc. 42E8 Westmgds Drive West Palm Beach, FL 33607 as ceMMA p®. seSK!!! Nu�Rt.t fIMM1W !14[Q 2LY t:LpnefJ H Wtp lC9 NL 4xifAnip /!HF•tQVS"PI lV/(Q w cull tASTERR MEAL SUPPLY. INC. R H TM Accordion Shutter System H,V, HALE #1 W/ OR W/O H.V. Y.WHM HALE OCSnIP'V5 MR eW6N 6t: LC ! OLD 15-Ge3 ](37J1 oA2 0]/2]/1] x \ DRAWING No _1 11%-10% CONCRETE ANCHOR 016'a. {+=2 Cr�EO 1/2• t10.1/2' SUS 0 16. GO C OR - POVRW CONCRETE OR - - CONCRETE BLOCK WALL I REQURED EAiSNN6 OtAss < 1=—r--S IYM WAAROI ; TO O (sus EBI4 1/16.3' NIX I {6063- W 9 19 FOR -� 61ADE5 mk ® M. CLOSER PLATE. (LOCATE i/21 AT WHEN SWC MN t 100/2'S.M.S� 1 — 0 16' O.C. SEE DETAIL X FOR 0 •®w SIDE CONNECDON TO TRACKS L Ss �EXISONO IOW ro vls (9!E 1{ W� W i CONCRETE iRAasi @ 0PN CNOft�--- 0 O.C. 3iMW. 2- WN. i 5 i OR L POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I '®wY:l•t END CONNECTION DETAIL 5 O 6�.p�w©•4 o ®w®•a PoUflfD CONCRETE RWRFD CONCRETE OR CONCNEiE on CONCRETE FLOCK N$ REOUIREO j.' ELOCK'WAL. REWnNED �EXbTING GLASS fill 1� ro �' W s,W T9 rW SO QXAE ON SEET O&D AID I { USE I' OR 2- MAX, ----_„r (AS APPLICABIE)a2b/01p --- ALUMINUM COP --LC ' (6063-T8 ALLOY) AT MHa" (1) 0011/2- S.MS. To / (2)1/4•0 TAPCONS MtCHORS TD SF{ DE1Nl N SItK CpONNKNC CDR WALL AT 1' O.C. (LOCATE AT 1 OR EPNER WE /--1 : S (7, Of (11) ( OR AID Jl O'er •®w SSNE w 6 . 7 w 8 1 .Q�w ��a©'O CONK CTION 8-1 © it END CONNECTION DETAI 3 CONNECTION DETAIL 2� Q P ONCREIE DR C�NCR� BLOCK WALL !-' OExIG11NO I EO 2- UN. ♦ sm tIMuA s M USE ro i aLAOE ®ON SHEET 19 OR 0R®OR(qOR30R@ VIEW Y PLAN DETAIL X VECTION DETAI FLORIDA BI _ 026n TASE . , MVE o A.S.S.A. ' td TIWT TESTING $ ENGINEERING COMPANY American Shutter Systems Y : T1 a" NW.:}:h A. Rr.. S03. NgCM• W Wry. R(/p• ]Tt Association, Inc. 1�T rnw,.: (3as)an-u3a ; I-: (393)671-1331 -mea: en«w.uam Ts-9maTte 426E ....... Dr'rve West P.Im Beach, FL 33407 WW:tU A Tat.R. P.E. .rc noBmL tt 7 Anfia 1 IN. EtOSRNG OIASS MN 6E MA� SPANS GREATER INAN I OR BUDR(DOR/'�, OR©OR qw(q OR i@ —a " a "l n Ta TM Accordion Shutter System FLY. HADE #1 W/ OR W/O N.V. WM W HARE [V. MSCAtl'i1b1 OAtt OWAST 6'(: LA•. 1 CLO 15-086 /21/1 wTC 0a/z7/q 2 DRAWING No t7-167 ). FOR iFMTEM ONE LOCK I "ARAM, g WALL MINTING A- 'r I MAXIMUM SHUTTER SPAN' OR 1= (ft.) FOR O or or or Ca INSTALLATIONS W/-QM (LNG or ONE HN LOCK m 29 W/ ONE /ONE Yt/ NO LOCKING kODB WO LONG (SEE NOTES T. Tt) WCYW y iLGOR/CEILING WNy ,Hpyrtlµ7 UINDNG N' A: RW,q/000N4 uWN16q: SCHEDULE 43 UTTER SPAN* "L,' .) INSTALLATIONS M ONE HV LOCKS / NO LOCKING N MWNIwGeEET MLN 7)CONCRETEINsawa1ON8WR/WIRNG MQ,H`NGOR FLOOR Pa, MOUNT. @ L-00 30 16'-0' 18'-p- 35 15'-2' 16'-10' 40 1A'-T 45 13' 50. 12--3 1 13'-2' 65 I1'-Y 1P-ry• 60 A0'-]• t0'-tt' 6S r— 70 e'-8 9_s• 5 B•_8• O LEGEND RETE & NSORV N,ID S.C, D, E, M M. N. 0, P. 0. K & L R. S, & V, I, N. J T, U, Yt & X V 1/AXIIAUN SHUTTER SPAN Y+• OR 1--• FOR INSTftUk=NS IMO WOOD SHAD, OE UNITED TO 105 P81. AS.D. DESIGN PRESSURE RATING: t HV CORNER CEMERMAT=M-M111CD�W MOUNTING R2S7AlAATI0N5. L SHALL BE AS WgCATEO ON2 ME 15. SHEET 5, tt EXCEPT aw, MAcuum. SiunuN SPIV! lA` OR 'L-' AND MAXIMLW A.S.D. I ESNO PRESSURE RATING FOR INSTALlAn ,z INFO CONCRETE OR CONCRETE SRO( SILL BE UNITED AS FOLLOM I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 MmJ. AND W-0• SPAN. SEE MOUNTING@ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINfMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 ) HV BLADE 02017 MWOO. INC. TILUT TESTING It ENGINEERING COMPANY MP., a. MF .. N&nL rNPfl2 RIG. IJ Phws : V03Xr1 -HM . Fw : (32518T-13N EB-Wa.719 s, MA A 2NJI 1, PC TwRax MR, 0 4A167 A.SRS.A. American Shutter Systems Association, Inc. 4268 WestroaCs Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLG'RABLE SPAN FOR A GRAIN POSND'E A.S.D. DESIGN PRESSURE RATING. L-: MAX. AM,OWABtE SPAN FOR A GIVEN NEGATIVE AS,D, DESIGN PRESSURE RIFNG. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BORON) ell FLOOR/CS,WG: GIVEN A POSITIVE A£0. OESON PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+- FROM SCHEDULE. GIVEN A NEGA W AS.D. DESIGN PRESSURE RATING, DETERMINE MAXRAUTA SPAN -L FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EOMAL TO THE MINIMUM DMRM114M SPAN BETWEEN 'L+• AND •L---. (3) PROCEDURE TO OEIERMINE MAXIMUM SPAN FOR COMBINATIONS IN BEtVIEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTINGS FOR A GIVEN POSITIVE RSA, DESIGN PRESSURE RATING: C£TERMINE: L.+- MAX. SPAN FOR WALL MINTING GIRT T10N5. L2+- MAX. SPAR FOR FLOOR/CErUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS,D, OESON PRESSURE MRNG: DETERMINE: L1-- MAX. SPAN FOR WALL MINTING INSTALLATION, AX, LL-- MSPAN FOR FLOOR/CEIUNG MINTING INSTAUARON& FINAL MAXIMUM AILOWABLE SPAN IS EOUAL TO THE MINIMUM BERSNFN Y1+'. 'U+ . -Lr' AND -U-- (A) GD TO ANCHOR SCHEDULE VaTM FINAL MAMMMM ALLOWABLE SPAN AND NEGAEWE A£D. DESIGN PRESSURE MRNG TO DETERMINE MAXIMUM ANCHOR SPACING. --ffm 0 "" "n DA Accordion Shutter System KV. RAM yl W/ OR W/O KV. NINIM RAGE TAPCON OR TAPCON VMH ADVANCED THREADFORIA TECHNOLOGY ALL POINTS SOUO-SET BLUE TAP TAPPER ��®►�®_®Odn�mm0p®iR7�0j®m®®mOdpOO[70�mm0p00 p�®_�n�nihlApOOOA�O®®O ®0A�[7OpapQq�liita��®mQ0[���WmOd®Opp�p�pQ®mmm�C��ii1.� 7a DAOO���® ®RfmmmmnOnaQ�mmmm1m�j�n4©n©ammmOOt�OFpk7nmm00o0oan�®mbt�7�7vO OODO��Qb , �mO�pOO�OOp m®iA�O®n00®m000®a 0® Fp��ppppaQ(®�®mp®Qp0000�oOo0�mp :SEX ANCHOR 0 RE ®��mn®p®3FIOQ� m�DOOO�®mOp4®ipn�n���pp®OQ�pppaQpppapa{Llmm�®OQOO�Oppp0p0 AnONS OF USE Fa� Du I ON SHEET 19 as®iti�: ©nQaa �40®�I17 ��mm0rpm® o IE1EE]®aQa ®p�py_ nYOO�m�m0�0�O�0m���0�®�0®vOA��m00 p00pE€iQ®�p©p®®manaaammmODaaaOmmnQaaaR�mnaaaaQ®mnma�aadQnmEEIna�7 ®m,aa�B��i�im0a®�oo9��mo�o��m�¢�7��va�va�,�m�'o a�aoa���000e nm aaaocommao aonmmaaoe �imaaaaaQnmRiQQQaaQQn©moon KM®EEI pvoaonmmf aotaQoon®mva�o(m�movoaa°�otn®mmago9aoaonnmmoaoo limul aaL'f�mmgaaaa®mQQa®aa��Q m as 0m aQ n®maa�Q mQaQeiaQ�m��QaQannnonQaQ IMAM IBM 0 man®mm�aaaa�ooa6iaoAa�a�aoooao�D�a�o®o��Qiooe�aaa�w®�aoo��ioa�vo�O����nmmmgooaao®aoaav000aavaQ0000QannoRQinm. o��n®�Q®e�oQioa��oo�aaoOQ O BLADE OR O WORKING IN UNISON BLADEamKM emu QWINDOWBLADE111111 gasKamaWIMmnE mto ��B�9 0aaoaa�Q�aa® onaaoaoaQa0000QmQ�®aQ�d�aoaooQ i�A0000aioo��Q a®®§=MMMMIM m�ioniIM IMMmv��aavon�`'=oogo90 oevNEWS aacraQod�oovaraara�� aoov�omv�®oa�on�mQQQeM AllflET ,. .. �.AssoclatIon. Inc.0 .West Palm Beach, FL 334070 1�® 0.MRir%LnYRIE 4C<.K M9aD OWOREIC SPAB EE 1VALL SILL MOUNTING ©CE(UNG MOUNTING (E)FIOOR MOUNTING (R) Sd b aSWJ sD AEWM ab ]5 ITe� W 1101W WJYS Z03 , JD 06tiN tBGVmLtY,TFRf ♦0 EO l3 D9 130 ICO 205 JO . FfSWI 40 aIOM 80 75 (MSC+E SO iM 20 IW =5 3-D• 1• H 11 t2 lb IB 9 9 H B B B 9 9 !.} 6 1{ H IY 10 IS to p -0 H B o B 6 8 a e 1♦ N V tx tp i0 4 -0 tl 8 e 6 d a b ai 1♦ 12 10 9 9 8 3 6 l{ 13 10 4 8@ 6 p p 12 10 B 8 8 8 3 H f] 10 9 8 S 6] I♦ M ip B@@ 6 8 t1 IR 10 9 B 8 6 6 t♦ 12 f0 9 9 J 53 33 1! 12 t0 0 8 8 6 a N 12 ID 4@ B 6 5 4.�. 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(NiH,. PC . 3. ke) ANCHORS SPACING IEGENn TAPEON OR YAPFAN WNN AOVANCEO 1HRFAOFORY TECHNOLOGY ANCNOHS, AS YANaNCR EEM BY LTW, WICIOEIL (16C. PC . 3 C0 _ 1/4b. a 3/{• ALL POINTS: SOUO-SET ANCHORS, AS 03SffiBU1ID BY µL WINK SCIOYI. UPCON OR TAPCON iW.TH ADVANCED GMT A SpM,,TY COY,,,,. (W'e. U. . 3 loo - T/4.0 BIDE M" CONCRETE M'CNORS W/ CM R.NANUEACi M BT Et ORSto FASTENERS DIRER, MC. (Yin, PC . 2 5AQ 1/4's TA➢PERi MKHGRS µ uAWFACTUPED BY POtvERS fASTENEfiS, INC. AND OWMEUtEb BY M, PoMTS SCREW, DOLT MUPAW IHREAOFOflY iECHHd.OGY A SRMNY W OR M BRNER APPROVES LICENSE➢ OR ABTHORIIEO VENDOR REGISTERES WRH THE AYERKAN S ,,m, S ,,, ,,CW nON, LVG C.t,. I'0 . 3 IPT) ALL PdM$ SOUd-SET BLUE IA W/.GIP TppPERi NM e 0.I) MIN" UREDNENT INTO PoURED CONCRETE OF TAPCON dT v%ntot WIRE A onm TIIRFADFORN TECHNOLOGY MGHORS AND TIPPER, µCHd6 a-1 J/4', AND Fdt BLUE TO Wf CM µCnRS IS 1 1/2•. s sq Af1N6 n Vs[ faa A2) NJNIIJUU EUBED W of 1/4•E a 3/4• ALL PGN)f5 SWD-SET Mann S BE I/8• WM THE MEET, CONCRETE NO aJ8E0NEfR INTO STUCCOS BE PERYITEO, 1/4,0_20 S.S. uACM.NE sCREN NEW SHALL BE 1 1/2• LONG MINIYB4 mABL ax Sam +v moULO STUCCO COST, MID I' MMNUM FOR WMLS WGH NO ST,,, A3) IN CASE INAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR AM' VENa,R BE FOUND ON TXE E]OSTWO ,,, OR ROOF„ ANCHORS St L BE LONE UnWo' TO REACH THE NNN SIRUCIUHE BENING SINE WALL FU3gR5, ANCHOPACE SHALL BE K XNCYED ON RONK Al) A. A2) IBDIE, FOR D4MMV ONS ON VM11 SOMA OR OM Y@M OR WIMdR YETI, ME, CONSULT MIS MOLNEER PER I64TMURON D3T0 DPS WSIN -ETA, SILOS SEE STIES} 20. (a) TO E%PLv INO CONCRETE BLOCK: (ATM C-00) - 1/4.0 TOWN OR TAPCON YOM ADVANCED TNREADFORY TECHNOLOGY µMORS, A5 PAWUFACNRFD BY LEW, BUIIDIX. - 1/4•H a 3/4• ALL POINT,SWO-SET MKHOAS, AS OMRM,M BY Ml REWS ,REM. BOLT k SPCCW,TY tOwIJfY. - 1/4•0 BLUE TAP CONCREt: A onn W/ Cµ As MµuPACTURED BY FIAmm FARiENERS DIRECT. ow. - 1/4'0 TOM+ NICNORS AS NM4JFACi1JRED BY MCERS FASTENERS, INC., AND DrsTwazlm, BY A,L P ,,, s,,I BOLT A SPECµrr COUPAO, OR Ma OTHER APPROVED LICENSED OR A Otft= VENDOR REGISTERED WRH INE ANETOCM3 "UTRER SYSTEMS Yss Tlwl INS. NOTES: B.1) W!@YBY a MNENE @OO CONCRETE BLOCK a' 11PCgA SLBE TAP W/ CAP ANWORS AND TAPPER' ANtFpRS IS 1 1/4• AND TAPCON wlTx AWNKTA THRrAdT'ORu TECR+d,DGY MKeIORs S r. 8,2) NRJ EMBEDMENT OF 1/1% a 3/4• ALL PONE SOUO-M ANCHORS SHALL BE ENTIRELY ENBESDED INTO THE CONCRETE BLOCN, NoEMBEENEM INTO SGKCG SNM1 BE PERMUTED. RMUT. 1/4• C-20 SS. NAClONC SCREW ME, SHM, OE I I/2• LONG WNMUY SHOULD S1UCC0 MST. AND I' WNMU FOR WMG5 I,,, NO S,,,o. CAST 8.3) IN MENI RNA tt6 "WIN REACH THEE URN SPIRECo E BENMD BNO WALL fINWRI S µINOWE StW BE AS INDICA D ON NoiE2 B,1) A 0.2) ABOBE, MR MSEILIATIONS ON VR SDMO OR UK W(M OR WIMOUT METµ MM CONSULT MS ENGINEER FOR MSTALUTKN IMO UPS WITH NETµ STUDS SEE SHEET 20. (C) M'CnRS SHALL BE 16143EO MLLONtN6 ALL OF ME RECONMENMWNS AND SPECOIGARIONS OF THE MICNOR'S YMIUFPCNREA. (DI SEE SCHEDULE BELOW FOR EDGE DISTANCE EA) KR816 SPA6NG Rfl/RIONSI P Q �B �• I_L 1 \EBJ 1 B• � B I FOR µ Non, FIX' DSTANCE YERS415 SPACINLVUMWX_jQLAH00M. WJGM4Y ANCHOR SPACYJGS ARE 14,0 FOR EWE DSannUi *,BRaEd DELOX FOR L D. USI T04 ME INO40M REDUCE IlKNI MNan SpMoo G S a11m51eJOCACCn F .•BY REBY WCN PNPo] LOVANG III�u O TE 5P q INdCgATEp FOR ACu UCH M:CxbR TwE. M:Nµ FACICR EDGE TAP EN TAPCON WTI" ADVANCED 1HRFADMINo lEC)INOLDCf 'w' PoBa SOLID 8ET BLUE TAP W/ Cj,P uAPPEii +O DICTµf% EA. SdN. SPACING . Y UM.. SPACiNO = J` YM SPAdNG � S 1/3• A9H. SPAgNG . 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X ,vim RArz mAwN Lc Association, Inc. t oLD Ts-ces nJT, M. 0>/v/I7 L X `• Ima.: (305)ml-IM ma- (2ns)Bn_I5v 4268 Westropas Drive 2 TS ,•s}} E4 II ®wTUBJ West POIm Beach, FL 73407 5 DRAWING No P.E �Sf/Ai'��NaYI6ia�%nn>c �1CA A iWR I. P.E.' 7-1 07 ROROA tic 1 1s1e7 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOI MAX. SHUTTER SPAN L+ oR L— FOR INSTALLATIONS WUNNSN SHALL RF LIMITED TO TO5.0 psf. A.S.D. DESIGN PREP SPAN & DESIGN LOen Fnp INSTAL I ATION WITH B .. 1/{•A TAFCDN DR r wrtK ADVANCED la-W EMRNO NREAO 144 TNRFADfORM iECHNOICGY LY000 9EAM k@UIRED. ' w/ t t/2• Wn. PENETRATION 51RUONML ADEGLL 1/{•0-20.1 { SS. N0iFA0E0-AREA ro / OF E%ISTIND WVW 9FAN + ' To of _M.n. WD1aM12 SCREWS BE RC DIIE pNEER ON C (SEE SCKEOULF 04 SLEET 19) O (QAIAAIN S 19 EO R- O 12' OZ. SINnER lknl llw'. PRIOR To EO EG� Y /l N L , gpLIIS 1 W 1 TARCON WRNN ADVANCED ^�. 1. •S ` ` .251• MkEnrE 1 2'CnNq.04Y Y[ rat .\ I I 4Ax W/ 1 1 I• YIA PENEIMRp! 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