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HomeMy WebLinkAboutSET UP-INSTALLATION1. SERIHA Ky. ACCORDON SHUTTER SYSTEM SHOWN ON THIS PRODUCT VALUATION DOCUMENT (PEG) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCOROMCE WAIN THE 2017 (ESN EI RKW) OF ME FLORIDA BVILDINO CODE THIS ACCORDON SHUTTER SYSTEM SMALL HOT BE i,NSTALLEO AT HIGH VE00CRY HURRICANE 20NE, DESIGN WIND LLMOS SWL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REOU,REO BY THE JURISDICTION YMOE SHUTTER KILL DC INSTALLED NOW A DIREMONALIIT FACTOR Kd-aS5, USING MCC 7-10 AND SRALL NOT EMCEED ME MNIMUM (NSA,) DESIGN PRESSURE MING, INDICATED ON SHEETS 11 THIN 1S. 19 & 20. M ORDER TO VERIFY ME ABC)A CONDITION, ULPM4TE DEIGN WIND LOADS DETERMINED PER ASIDE 7-10 SNARL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING MEN BY 0.6 IN ORDER TO COMPARE THESE W/ MAY. (AGO) DESIGN PRESSURE RATINGS NOICATEO ON SHEETS 11 WRU Is. 19 & 20. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON MIS P.E.D., AS TESTED, ME NOT OVER STRESSED, A W A INCREASE IN ALLOWABLE STRESS FOR MD LOADS WAS SM USED IN THEIR kMYFJI HOWEVI R, A KIND WMNON FACTOR CD-IM WAS USED FOR VERIFICATION OF FASTENERS N WOOD. BERTHA H.V. ADCORDNN SMTER SYSTEM'S ADEQUACY FOR KIND AND 1ARGE MISSILE IMPACT LEAD HAS BEEN VINRED IN ACCORDANCE MH SECTION 1609.1.2 OF TALE ABOVE MENTIONED CODE M PER AR REYMS -KV BADE (D 10214.01-03. 10715,01-03. 11004.01-05, 11214AI-05. 10317.02-06, 10E09.01-10 MO 10210.01-11 M PER TA9-201, TAS-202 AND TAB-203 PROTOCOLS AND MOM E-IM6 AND E-1998 STANDARDS (MISSILE IEVFL 0, MNC ZONES 1. 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS URGE MISSILE, -HV WINDOW BLADE @ /0505.01-08 AR PER MM E-I886 IND E-1996 (MISSILE LEVEL 0, "NO ZONES 1. 2, 3) BASIC PROTECTION ONLY AND 1 0725.01-08 M PER INS 202 PROTOCOL 2. IN OWE (D AND W MNDOW OWE Q ME ENGINEERED TO WORK N UNISON WRH MR OTHER UNDER ME GENERA. UMRATKINB AND CONDITIONS OF USE INUICA M ON SHEET 19 3. ROMA HY. ACCORDION PIGS DN SCREWS), USED AT OWES KNUCKLE AND FOR DIRECT MOM CONNECTION TO RUCKS SHALT, BE 114.2,75' ANO 114.1.75- RESPECR&lY, 410-M MINIMUM SERIES STAINLESS STEEL SCREWS AM 135.0 Ml NEID STRENGTH AND 18p L TENSLE STRENGTH, PALS SKML BE COATED WITH ROOM W DACROS M COATING SYSTEM AB MANUFACTURED BY APPROVED WONG APPMGTORB, REGISTERED VIM AMEGCM SINTER SYSTEMS ASSOCIATION. PINS MUST BEAR ME HV MARMNG ON THBR HEAP. 4. ALL ALUMINUM EMRUSMNS SHALL BE &UMNUM ASSOCUIKN ALLOY AND TENTER M NOICAnD ON SH,M 2 MD 3. MINIMUM HOLD STRENGTH FOR 600 TES AtLO! IS M w.1 AN J3.7 Lai FOR 6005-T5 ALLOY. 5. Al SCREWS TO BE STANIESS ME(. 304 OR 316 AISI SERIES OR MAIROSION RESISTANT COATED CARBON STEEL M PER ON =18 MTN 50 Lai MN. YIELD SiRENGNI MD 90 I,,T MIN, IENSBESTRENGTH. AND SHALL COMPLY W/ FLORIDA WIIDWO CODE SECTION 2411.3.3.4. 6. SOLIS TO BE ASM A-307 MLVMCDEO STEEL. ON AS 304 OR 316 SNTES STAINLESS STEEL WINK 35 RM MINIMUM YIELD SIRENCTN. 7. SEE ME FOLLOWING SHEETS MR ANCHOR SPECIFICATIONS: W OWE (D: 12.13,14,15 AND 20 W RUDE ()& O WORKING IN UNISON, 12. 13 & 15 B. THIS BERMA H.V, ACCORDION SHUIYEN SYSTEM BEARS A US, PAEAN 16'7M.582. MMPCNENR OF THIS APPROVAL ME COVERED. IN WHOLE OR N PART BY U.& PATENT 154M.179 CISUM 10 [ASTERN METAL SUPPLY, INC. 9. R SHALL BE THE RESPONSIBILITY OF ME CONTRAMCR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE $,UREA 6 TO BE AVXHEC` TO INSURE PROPER ANCHORAGE. MNW,,cTCR TO SCAL/CxUN ALL SNUFFER COMPONENT EDGES WHICH REMAN, MOLT FAMYONC IN CONTINUOUS CONTACT WAN ME BURSAS TO PREVENT WINO/RAN INFRUION, 10, CAN UNIT MUST SEA? PERMANENT LMEL IN A NS ELE PUCE WITH {9MHING NOTE DURING PERIODS OF HURRI'ANE WARNINGS HOME OWNER, TENANT. OR OTHERS. MUST PROPOI CLOSE ALL HY AN) He CEMEPI M AND ENGAGE OR LOCOS ALL W AND HD LOCKS. II. STUTTER MMUMFURERS LABEL SHALL BE LOCATED CHI A REALLY NSBLE LOCATION AT ADGOROON SHUTTER IN ACCOROMCE WITH SECTION 1709.9.3 OF FLORIDA WILONG CODE ONE WEL SHALL BE PULED FOR EVERY OPENING. UBEUNG TO COMPLY W N, SEMON OGILIL2 OF ME rLORIDA BUILDING EMC, 12. BERIHA N.V. MCOROIDN SHUNTER MEA'S INSTALLATION SHALL COMPLY WRIT SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AID ZONING REGUL IMS PROVIDED BY ME JURISDICTION WHERE PmMrc Is APPLIED TO. 13. (0) MIS P.E.O. PREPARED BY THIS BRONCO IS GENERIC AND ODES NOT PROAOE INFORMATION FOR A SHE SPECIFIC PRDNCT: i.e. WHERE ME SHE CONDRIONS DENATE FROM ME P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE FOR THC SELECTION. PURCHASE MD INSTALLATION INCLUDING UM SAETY OF MIS PRODUCT. BASED ON MIS P.E.D.. PO,,,M HE/SHE GOES NOT CENATE FROM THE CONCYCONS DEFAUM ON THIS DOCUMENT. CONSTRUCDON SAETY AT SITE IS ME CONTPACTOR'S PESPONGBIAY. (e) THIS P.E.D. ALL. BE CONSIDERED INAA10 IF ALTTMED BY ANY MIENS, (d) SITE SPECIFIC PROJECTS SRALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCRRECT WHICH WILL BECOME ME ENGINEER OF RECORD (EOR.) FOR THE PROJECT AND "0 GIRL SE HESPONS VILE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF DECORS, A INC M A DELEGATED ENGWEER TO ME P.ED, ENGINEER SHLLL SUBMIT TO TINS UTTER ME SITE SPECIFIC DRAWNW FOR RENEW, (a) ORIGNA. P.ED. SHALL BEM THE OATH AND ORICNA SEAL MD GGIUTURE OF ME PROMESIONA ENGINEER OF RECORD THAT FREPMM M GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY M-44 SHEET 4 TYPICAL WINDOW BADE Is WINDOW DUAL AREA 2: HV MADE n ANn HV WINDOW B ADF (TAB (WHERE A_ P_ PI�F) TYPICAL, SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DUALS G-M, CONCRETE/BLOCK $HIM 7 CENTERMATE DUALS W SHEET B CENTERIAME ALTERNATING DUALS HV SHEET 9 END CONNECTION DUALS 1-6. CONCRETE/BLOCK STREET 10 MAMMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 NSTALLITION DETAILS M-R, WOW GREET 16 INSTALLATION CuNts S-M, WODO SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WOOD AREA 3; HV WINDOW BLADE AA SHEET 18 ON Y TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW BLADE (1) ONLY SHEET 19 NETALLATION DUALS. METAL STUD WALLS SHUT 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 111, \-.....,....-Ir�2 MIT LL1100, INC. @2017 EASTERN NO& SUPPLY. INC, 1�'sl;EHSF`'••9 i BERTH M SCANNED ? ' i�C 0 A�S�S�A� Accordion Shutter System BY 's 5t : Kv. MADE QT Wi CR W/0 N.M. WNWN BADE 3t, Lucie County +4E UV I,'� American Shutter Systems LY, H oFscR,rnm, % n DRAWN B„,/Le TILLIT TESTING &ENGINEERING COMPANY A990CIOt10n. InA. 1 OLO tg_O85 7 2T 1 w- 07 27 0 ,A eu3 N.W. 303. WRo-a wens. Flaw, IDI r�� 4rd Phew (305A71-1530 . F0.: (30)971-1331 4268 Westmads Drive a d E- a: tal.CoOad.[mm TRAWLING NO •, f � West Palm Beach, FL 33407 3 - S '•••• •• 1Y IER k 719 -a S/OVALrFl RA Rrtlr.P,E 4 �F��07 1 u167 P.E. 6rA&SEFMAYURE/()ATE ^ L`' 5. SHFFT '1 HV SOLD BLADE COVERED UNDER US PATENT # 5458179 OF USE OF BLADE-grON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV et>" r- D r Pix I 670 P ]3]0" (`1�1l HV CEILING HEADER QUALIFIED FOR USE VI/ HV BLAOE�i ONLY. SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER M4 % MN T MH t 1' pCfi1' 9 SIDE ANGLEc O AUFlED FOR -USE W/ HV e Asr nl t\ � i ASes• �HV UNIVERSAL FI O. ATER OUALIFIED FOR USE V// NV SIADE�,2' 6005-75 ALLOY AND TEMPER HV HEADER/S� QUALIFIED FOR USE W9 W 81PDEXONL 6063-T6 ALLO AND TEMPE ALUMINUM ANGLES QUALIFIED FZ USE VI/ NV BLADE 1.ONLY. 6063-76 ALLOY AND TEMPER OOUNJflEO FOR USE W HY �6063—T6 ALLOYUA 1 TEMPER � HV WALK —OVER TRACK QUALIFIED B FOR U E W/ HV ADE 1 6063-T6 ALLOY A 0 TEMPER COMPONENT A D T1 12 I% 2 ® 2" 3" MAN.: OA92• f D.192" T VA%. 0.190• 10.190• I t OS MI 90•/180 STARTER OUAUFIEO OR USE W/ HV BLADE 6063-76 ALLOY AND TEMPER 6) " 99.' 1 pXl' 8A2 1 a 125:I .20 L O9 HV TRENCH TRACK Ol/AUFlEO FOR USE HV 6LME M ONLY.- HV RAINGUARD OUAUFIEO FOR U((��II ))E VY/ HV 6063-T6 dLo�Et TEMPER. 1(1• \?•'••. - •A(�/� �_ sF••.,y� ' ' �(e/.1zt/A� j * ' ' '+TllE 0f • f'''•• ,ORIDP ; tp p :ss/o .....ey6�a.11111T P F-'RF�.N ,� iATPIDr /n.TI fiMT) IpEECO. WC. L� TILUT TESTING k ENGINEERING COMPANY msf N.e, wn n. Me 2a1 mnGn GWpOIs, ¢opq yf6 Pl ne : (30HP1-1530 . PP.: (305)6)1-1531 .-Rm: V M 0..�n R4RR A TAUT 1. P.E. (LORD. I A 4167 A S S A ■ ■ ■ ■ American ShuMar Sys}ems AGGOCIO}IOn, Inc. 4268 Weslrooes O.ive Ylest PPIm Beacn, FL }}QO7 02017 EASTERN MEDA SUPPLY. INC. B T A VTM Accordion Shutter System HV. RACE #i W/ OR W/0 HV. WNIM RAGE n. x asunmox pA)( pruxN gr: Ee 1 OLD IS-O85 112711 DRAWING K. - HV FLOATING CI OU IED FOR USE W/ NV E 6063-TG ALLOY AND (2�3,' HV CORNER Q ALIFlED FOR USE i 6063-T6 ALLOY Paw q mart 2LYAMN �& HY MALE "T" LOCK CENTEaueTc Imo`^ sst• LOCKER FOR "T" LOCK CNTERMATC QUALIFIED To, uSE w/ HV BLADE o Ly 2r�9- HV FEMALE "T" neK QUALIFIED FOR USE W/ HV BLADE 111 ONLY 6063-T6 ALLOY AND TEMPER 6065-16 ALLOY AND TEMPER QUALIfIE06063- 6FOR S ALLOY AND tl m a ow' L • P su• mi QUAUFIED FOR USE W/ HV GLADE 14 A7 6063-T6 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ He BLAGE'.-i, 6063-TS ALLOY AND TEMPER L,JTs'o �%61 H fB"0-16 ACET� 3.161 S t � 6�. # HD CENTERMATE'S INS RI OUALIFIEO FOR USE P% HV U=E ) & 1f6 6063-TS ALLOY dNO TEMPER xl/2' 1/a'o 37) HV 1 /4" 0-20 AISI 3n4 5 RI THUM�¢5REM QUALIFIED FOR USE All 4N BLADE (1) fFORw 1 t•-R6- ° ) •ICasa s nsr RI,", «wsrD F"WEL ° y NiMI6 -`1[RLBWts M Nxit• .iaV (.Pouf wAxOe 'm ?® HV EGRESS LOCK >'1HV QUALIFIED FOR USE W/ He . BLADE Q& (B ONLY. xw• o.o. x MOLDED 10 Sa+[w _ e ��i-36D- AFEEk RI4ET,N 1 /4"@-20 x 3/4" BEFORE RiNi S.S. THUMB CR w 1/4"0-2_0 RIVNIr 5[Rrt5 9N! I1MIG•Nu {xMt-T] NLOY) IARGL nµq 1MN sYER xUl$ERL P.yi} / OB2U. AS a'XACNR[A OY AN 19}2 : CMEPRI i[kiDRN. P.IRs:PPENY. NDY tASn on" as EOWL LOCK HV ALTERNATIVE LOCK DUALIFlED FOR USE OUAUFIED FOR USE W/ NV WHY BLADE Ot ONLY, BLADE 0ONLY. �bbbYlll o 1 .125' ave o a MaaBNRN Qa MwpLR - OR KEY 1sx am cruxDar 1.)B Idm. HD LOCK ST RECENT HARDWARE MORTISE LOCKS SERIES 2333 HO,�OK. DOLL LOCK. QUALIFIED FOR USE W/ HV BLADE(i & CA L{{{{{{{I `- 'G TEII A/ -.. ` 12017 MiCGO. LNG 020tt7EASTERN UEEEL, SUPPLY, INC. fit BE—RTH IN ' A S S A Accordion Shutter System * �•• i• •i ■ ■ ■ ■ Re. EIODE #1 W/ CR i HV. WNWN BLADE 'IT TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems A••SN.". Je".nu.:os. aKMNA aNmors. nmm v1 Associallon° Inc. 12EE p(ms)fin-15do . F., : EN15)INI-153, 4268 WesU.. Dovee'• OR III. `".•,{` °� VIW°°"."°^. West Palm Beath, FL 33407 DRAWLING Nos0�I/1[ {P l nwt 1, P.E,PF••L'FNAIAL,�•1 t4o'i1D.A0A La. SHUTTER ASSEMBLY SCHEDULE FOR HV M1 HV 1O HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE A)SI 302-303 SERIES 0.870"K3/I6" THICK NYLON WHEEL. 0388"0 AISI 302 SERIES S.S. RIVETS 4® HV 1 3/4" ACCORDION PIN W/ g8 HEAD M ® ITV 2 3/4- ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINOOYt t UIREMENTS AT EXTERIOR BLADE KNUrKLE FOR ti� HEW as (i) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR HV (9 BLADE. P PICAL SHUTTER ASSEMBLY N.,.S (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID ao.�2♦•� ,BLADE WHEN CORRESPONDING TO INSTALLATION '11% SHEET 7.' 1 .O4r�i p (3) HV PIN ©OR a W/ 1/2" O.D. 1/16" THICK S.S. WASHER T P. p SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a� SHEET Idrla_jLtW0i: A __1 a_. __ 9 E'S KNV °19F (TIP) 2 EXTERIOR our ffM . 00 25, 5 -0"5 0625- i Ox N. J*r yCA_RBONATEIIAPACT REST TN T HV 11 ER1°- 91x. CIEJZCE NS-o BLADE RoTTPM VATNE PLASTIC lE%AN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES TOR 4 ddp(pH( scar MSK INRrtRS 91r[OVm vacnvK[ •�A� REYSVI s .rm mnr. eMm or!! nou m� ' ow] WJ spa .0 RCMtt.^%X.U3 WAttr !Sn MW ]MOA NA YSAA Nt U„ea..,. am¢ u+snr wMm eznr .0 x eu s x!s R R WP'Rlp Aq4 plr5 FI CiA6 C�1 (.A25 ulr rm mem Ivw v oev v AnR cw rc+vc »vxeew w1m lwmae�c r4+v nw vwr e..n e<.o a+a RW=E SIPr55- PDW6 mLWE1R4 lStu &b Mlt Nl lelO Nd. t1t ,'• �Y,;'�,\GEN$F'•.,`'¢+ owl TKTEc9. "'=. �L A■S■S■A■ American $11UHef Sj'S}eT9 AOSOCIctton! Inc. 4268 Westroods Drive west Palm Beaeh, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA HT, Accordion Shutter System Kv. aAOE p1 w/ OR w/o KV. WINDOW BADE lR; ♦ �%•"+. P. ' !V".♦♦ TILLIT TESTINO k ENGINEERING COMPANY Us3 xv. .xln A. ]M. wn xarau CMAO,S Rnio+rrl Pneec : U05)871-15w . rec : (]os)en-1ml mill maem V'Ce W0.1IX 0. $4T Y, RG n°wa♦ un .n41 LY, R mscomon OAK ORAtN er: LG I lA0 15-085 /27/t MITI 97/27/17 SS/ONAL ! P.E. SEAL/SIGNATURE/DATE E s DRAWING No �� O7 ♦ s SHEET �'y'�'§a I'I I'I I- Ir�Y�Yr1l�irrrll•ri!a1�'Par�ilrtt�rar� i —II I@"Cw'-(f�. 8-08 -Q-71 u TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE • N HV n-CNc AND CENTERMATES I. tlhNDATORY CDNOIIION /1. ONE W LOCK cr SHALL BE USED AT 1/Z OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW2 OF SHUTTER SPAV TOR SPANS UP TO 105'. AND FOR INBf BONS T A]O' ELEVATIOx, NY LOCK . or 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(, ATTACHED 11 OR :E_.NTERLWTES W/(2) 1/4'R-ZO v 1/2' LONG FLAT HELD 5.5, M.B. LOCATION OF LOCK SHALL BE AS INOICATTse1Fi UP TO TWO Nv CENrERMATES Q SHUTTER ELEVATION. u mNw I� MH AN FLTERNATNE DEVICE RE 115E0 AT STACKING POSTION (NON HURRICANE POSITION). ATTACHED TO Q CORNER CENTERMATE W/(2) I/4 0-20 i 1/2' LONG FLAT HEAD 5.5. M.S. TWO LOCKINGRODS�B AT TOP A BOttON SHALL BE USED. LOCATION OF LDCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. IAAXIMUM SHUTTER SPAN SRALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, ' LcvAIWN, ALTENNATE LOCK 29 MAY BE USED AS AN -INSIDE -OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4AS. THUMBSCREW TO Cy OR Q3 CENTERMATES SHALL BE MADE Al 1/4'0-200/4• ALM RWNUT AS SHOWN ON SECTION HVE, SHEET 8, ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. IANDATORY CONORION b FOR KFNTfINe MOUNTING INST TKINS-. ONE HV LOCK 6 or 0 or 2a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98'. AND FOR INSTALLAM14 AT ANY ELEVATION. HV LOCK Q3 or 0 a @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @I or 0 SYMMEIRICN, CENTEABBIMS W/ (2) 1/4'-20 x 1/2" LONG FLAT HEAD S.S, M.S. LOCATION OF LOCK SHALL BE AS. INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 4 W/ OR 4(ST'N'TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV PTM LOCKS AND CENTERMATES: ONE ALTERNATE fiV T LOCK D MAY GE INSTALLED IN UEU OF HV LOCKS OR Q$ FOR ANY SPAN AND OF LOCK ON IN ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN IrySIOE OR OUTSIDE LOCK. APAN AND Of LOCK �0 INCLUDES USING RBNFCAGING LOCKEpe. AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND W/ 1/4'e-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/81 x 3/32" WINGNUT OR W/ 1/400-20x T' S.S.M.S. INTO A 1/4'Ox 5/B' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING ROM 63 TOP AND EOTOM IS MANDATORY. AIM1. ( :ONE ALTERNATE HD LOCK(D MAYBE USED IN MCU OF NY LOCT(S 2(24 OR �Kp MR ANY SPAN AND INSTAMATONS AT ANY ELEVATION. ALTERNATE KD LOCK (3B AUY BE USED AS AN INSIDE OR OUISID LOCK. ATTACHMENT OF NO LOCK 4 TO @ IS W/ 3 88 A 3/8' EH. SS.M.S.. AND INCLUDES AflNFOFCEMBR INSERT AS SHOWN ON SECTIONS H09- AND HBC-NVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR A l MIDSPNN. USE OF LOCKING RODS (55' IS COMPLETELY OPTIONAL \\ �. ..•••••••..y / �: `: �ceaSF•,%2 02017 RLTECD. INC. 02017 EASTERN MEML SUPPLY, INC, ER H TN Accordion Shutter System :' �� E�p-• A�S�S`�A� *' -p F American ShuNeF SY91BT3 HV, BLADE #1 W/ OR W/0 KV. WINDOW BADE L\•, K 0[xNrypRON 0Att >J TT C7 •. TILLIT TESTING $ ENGINEERING COMPANY e>» ren. Rea. s». ASSOCIOiIODI Inc. I 010 15-085 ]/1J 1 Wu OJ 2]/17 \YxY s. Aos. xnanea vAceNF. nad Vm Poem : (103)02I-15•A . '.a; Tn5)BJI-1531 4268 WOS(rOOOS DTivO .....LLl%u\ ' .SS 6 L i Ni 2 3 DRAWING No -mw: IAI<caa=a..�.m+ Ls-W671A Vlest P01m Beach, FL 33407 I\\ WAIVI A. 16M1 Jc PE 1 7- 1 07 a o r crni'fttMtR.fiime- /n.m RINLW Ca. 1 44167 • _.._— PWREO— PWREO r CONCRETE ENCHORS (SEE SCHEWLE ON POURED CONGREIE OR CbNCREIE ELOCx CONCRETE REWffiED CONCRETE - REWIRED S SNECT IS) REOIIIRED S.S. T—I CGNCRflE ihKxGRS /.'��� id �.:ll.l""CY°YS1Gv[ (sf!M2YRttN0W CONA1/4•P-200/4• (SEE SCI /NCMOM SCHECULE DN W1 1/4 SCRENS tN/ (SEE SCHEDULE ON SHEET IJ ) lHni >) _VE SNEfl t]) � dlJ ; I_ EEm 1F RAE CSGRE"s S, , a 12D Nuls O I2. O.C. Yn ED USINGNUTS _ 19 EO EO O Od-20 /2,. _ E O• .250- Me.. __ _ � 3 d It �1, r I} OR IS .2W Ma.. E. D.• f �__._ ` I i .250' L OPTION4 � -� I Ef • : CONCRETE ANCHORS (SEE SCNEOIAS ON 9NEE1 13) 7- rD f,E I cu55- EMSRNG:Aal'i"94-11 M. �> HV CEILING INSTALLATION EXSnNG GRASS /14.J/f HEt HEAD-, TE!( SCP_E1YS O 9' O.C. OR 1/4 9-10 S.S. N W/ N%N a 9' at. I- SEE SHEET 4 MR fl91CK SHUNTER i 1 OR G>m,AE�mI� —' MEg I m 1 `Tsa 1 9m n man BI.EQ1® Gu'—i � roam 3 � S•IIi nJ E%61' AETERwTE M'CNDR lW-.NCH J } ; �� , i —1 l GEn l%BNSj / HW0.5XEF HEAD ` i N i 1FK W$CREWSEX O Ix' !' C J/a Mn. CONCRETE "Non e , EDGE - 7. (SEE SCHEpuEE ON SHEET T]) I E ' 0 . I I -`V(s EDGE G } J ME Or 9IABP4 G �o wA0ucaR4iE / EO 1/G ' --LO. [O -r AS w SUB MGIKAEI! I AHEE _ I{f —e n• POURED. --}!� _ C RETE '�a O• R WEO RIED cz MT HEND CONCRETE AICNORS ISEE SNEWtE ON SHED 14) 'KREM 0.• E. D.^ iYAI HEAD CONCRETE ANCHORS RCOURE) (SEE SCHEOIUE ON SHEET le) I1 TR NCH INSTA L.ATION Q' HV FLOOR INSTALLATION KY WALK —OVER INSTAL I ATION RATING t DWCNOFBESFSURE &•MRSSR�a PER SCHEDULE 03. SHEET JI E%ISiiNC� � V Fl� ^ flOSn10 5� SNCET 15) 7�E 13 ,� ... XNA GNW. S9 �ffi a/51 iJ L _ U OR is 'y wi�12F4N16D E. 0.• E" SHER l EaR ins J/q• /2- �� TDl SCRflYS 1�J/e- B E =I. SEuvrt 40.Y. cD:ICRETE ANcrwas / (SEE SCNEDREE ON n r' -_ - % O 9' O. C. '_______ , 1 i 1/C I1: , I.'I-XI SHEET 14) `1/2 40e. .. NU15 OI]•OC EKE Or T E CONCRETE �sc •. 17 18 '(\ fu.]/r cH. s.Ds. 1. MRI. 1 . MN. yyy �„ S h _ f.Q. AtifNDAS POURED (SEE SCNEpULE ON ON SH[EW'i 1]I9) �• 0 9' O.C. SEE NDiE q(e) PD14m cW1IRETE REW.w --�— OR CONdi[iC CONCRETE REWwEp OCN SNCR 14j POURED CO11,',RET[ OR CONCRETE BLOC,( QY SMECT I Q PECNREO 00 L © HV WALL WALK —OVER Q KEYSTONE NOUNTIN INSTA 1eT10N INSTA I er1Ol' fALLATION t yp� v+.:ww s,v1Tw may e•-o- E. D. " ECGE DSTAitC (GEE SPECIrICAn0N5 ON SHEET IJ) t Tars ersTAunoa SNAE BE REMOVABLE 0.HEN PEREORNEO OR EIR E AH OPERABLE EMR O SEEtla aNNS USREET B fOft "" INSTALLATION DETAILS W/ A) HV BLADE ITj11 EP T " RORIDA BUILDING CODE Non High Velocity Hurricane Zen.'•VCElySF.,••✓9 p __ Dion mTEm. we 02017 DEsTERN USE& suPaLr, wc. a A: ' IL�C O A,SI.S.A. ULHTMA HVTM Accordion Shutter System ` 9 •'• �UP TIWT TESTING d ENGINEERING COMPANY American Shutter Systems HV. p Arc �I W/ OR W/0 RV. WNDON QADE x ��• '�—••.....• P F `• : , ,P s/ONAL ENG�,,,1`` fFAi /cmmeTuoc lnls .. Re. Jam. a. sw. JCJ..,9cu c+ac4a. Ram..u1 mw,,.: pOs)n1-1sJD.ow:lN,'s}9TI-1u1 w aKa9 d<u W4PTA , noaDA tt 1 umi Association, Inc. t Palm Beach. Drive West Palm Beach. FL }3gD7 1 a J � wc9mmN oEn I5-Bes D.a 7M/1 oRA4R � ED aTe o7/z7/n DRAW NG Na 17-107 END WA OUT As. ro MGIE TAILS ON SHEETS 10 & /8 �� ** SET NOTES ON tw LOM a0 ON, . IIV fAa:SQ orQ IN —EXISTING INSTALLATIONS W 1 HV µGESaK xAJHWSV� RA BLADE W HV CENTERMATES C`$"`K� I"fi50 °m""` ttrtRRwtiEG APPLCAt,ON riM EIAOEOi 110•®Sw®,®w©,®w EAisTrxc cuss SEE END WALL CONNECTIOI O O •© O O•® �DETAILS ON SHEETS TO dr 6.7 w6.7 w ®•®w0•®w0•©p---------------.--.---_-L------_----- -- - - - - - - Q1/2-•®Ba®s•®w�•� 31/'. r 6 yr J•T i '' w®'® ? I MMETRY j CENTERMATES Awiro a+o,a//<• s.us. o ,z• CENTERMATES nv . 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WNM BADE i Amer)can ShuHer S stems TILLIT TESTING 8 ENGINEERING COMPANY Y . x ascmmax wrt ownn sr• LC. WIUN. R. 1$-ee7/17Altl Pna.: (3os)mI-Imo . rw : (ws}eJI-Isv 4268 t .Woods 0,we J S ONAL EN \ 11 bTtrmoow.w DRAWING '6 G .++ Ea-aoomm West Palm Beach, FL J3407 3 Fffi/Irr1• w4RR A. OWN", P.E A t��to/ P.E. SEALXlCNANRE/DA%r n°"oA A. t 44167 s SHEET s 8 OF 20 ALTERNATE INSTALLAIJON W/HV "ILLOCK - HV MALE/FEMALE "T" LOCKS CENTERMATES 8 9 LOCKERS / (1) HV BLADE SEE ENO CONNECTION OETAHA ON SHEETS 10 h 1e OUT EIKI � ^'�w©' O �'� •®" 2.cu, u uxnsnw. narno el.o!®aT.a roo-wn . i iV�i T � 6 I ^•aorta w, r:as v:m, w) BC Byo wrtx Ms krtnw i1O.6s-bil•Ifla'R�.cf9e, mxoO ,xa E r lox a.vm s. SeiRS 9W 4VV1W (AN-Tf Itla' VAf{ 11ASY lvry 45 44tufIC1Y/Fa 9v •WEL CME9Rr rznoeu. owsw�pn. xp mrsn om. w [aw ------------------------------------- 4.• a Y oc nu Nnoa. 30 • 3 LOCK T(INSIDE) IN1 —._. -------------- 2 1 { ® a �-g OUT 1/4" 0-20 r 11/2" S.S.M.S. W/ 7/e"0 • 3/32" WINGNUT. ©0 NV "T" LOCK (OUTSIDE)— - V* clan ntUca M, IL ECO,EEa. TILUT TESTING k ENGINEERING COMPANY easa rv.n. ( F.,. uJocxs, nocs. xa vMn : ]a0)O11-iOJa , ,Po, : (JOS)WI-r0J1 lrte�oaoaScem eB-W'J6)19 w4Re a Hurt ,x, v.E TeaR4N I:e / ••16) INSTALLATION M1 HV B enE W/ HD CENTERMATES tri . " , Trri•ii. Il k American Shutter Systems Association, Inc. 4266 Westrooas Drive West Palm Beach. FL 33407 p) curs SYMMETRICAL HD GENTEtlBM(�AT c w/ & LOCK (INTERIOR) ax xom a �w9..c xQ,a®• w® ux w san s wxuv+ wrws r x(i u)u xx-am a w:.w ra w a+m+.rzs unr nw:J .m eua0 NEJAL SVPPLY, Accordion Shutter ELXX #1 W/ OR W/O KV. W NC AWING No 17-107 CONCRc E BLOCR WALL OR CONCRETE OR CONCREI, uv L.I REQUIRED eLOI WALL RECURRED BUCK WALL REOUREO OR CONCRETE BLOCK RCONRED ^ CONCRETE ANCHOR �EIGST1NG GLASS �> o I6, O.C. 4 �E13511NG Ga/55 — Elt15gNG OVSS x" TAN, slam G GLI 2•all, MEpMjICCa MINI �I' t EO EO TO aA4 m SDlaAL ON SHEET. MN SERMAlxxi i SC+OAE[ ON E NET /16"x3' Max 11 FORT BJDE O" M` roo.Ms (SEE MN SEP Ra O ON SHEET 19 'OR SPffaIE ON S+FET ro aA4 SEE 11 FOR a QANO (fi06J- NL ETHER O l.�c _ �pd � PUTFOR E (LLaCI,1�E 1/x- ®x ® / ` ©e ®� 1/x• / 1 1 SET g rol or SOE I 1—'•' Bst6 ph OF 5O) I AT ETTHE; 510E uN j 1/x• MN. or • USE 1. /tOd/x-( J a SMS✓ 810.1/2' i1/5. PMGMtE) B O tb• O.C. 016'O.C. ALOHNUM CAP MOLE 0aaa I -----' \(601 rELOT) AT NIDH i (1) 1`I0.1/2" $.U.S. Top. s O_ (2)1/. a Ta ONS ANCNORs ro A-�� SUE DC lL x F WALL AT I.O.C. (Louts AT 1 OR 4.D' SEE DETNL x FOR SNE COINNECG 5 1 OR & OTHER ME Oro) OOR ) DR T SIDE CONNECTION ��//�� +!T w 6• T w B 0•®w to TRAOK6 /�j ^�^©•O^O�l'J •®^ SEE DETAIL x FO I 6 . T w B 1 .®^ l'Y•®°'© �'©•®- SIOE COONNEiCCiC10B5 IO��wO OwO 10 ®w END CONNECTION DETAIL(�1 END CONNECTION DETAIL 22 END CONNECTION DETAIL 03 END CONNECTION D Ten NCRETE OR ♦ PEGUwEO 041.T FOR SPANS GRu1ER UMN 12'-0' EXISTING GIA56 i UIRCRED CLOCK WRLL �" 5 �- -----� S—I 15—r 1I.N $fPARATxYI jlo.1/x- S M.s-- ro aAss (EEE o 16- o.c. /FA1{l+ Y , y-------' a+ (D I l�i9s 11 paw All C \.\/x" rmL SOroRSUEE a+ / -_____ _ _<_ �_ ____ __ L©OROpgOOR CONCRETE OlAZ51Da Q/ 12" 1I1 at F! DE FpORAW 4 _ _ - _ _ -_ _ ANCHOR .. EO 1 5 6Vaso4o a 16, -1/x MIM. I _ ----- ORO �— — a / x' uM' 2" uIN. - ♦ 3[E Uu ON S SHEET USE FOR / � 5 n BtnOC 8ON SHEEP 19 Ofl Oq I Ofl j OR) VIEW Y 1 1 OR ®' PLAN L POURED CONCRETE OR I OR ®•DETAI CONCRETE eoK WALL RNRECUREO OD INSTALLATION ©•© I HV BLADE HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DET1�It 50 QB.®w®.®w .®w +GF 0 O 60•®-®•®-®•O - FLORIDA BUILDING CODE Non Nigh Velocity HMrrtCone Zone' �P••VCE$S •"-. _ 02011 71 02017 EASTFJtN II SUPPLY, INC. ASSA IEC p Accordion Shutter System HV. BIAX #1 W/ ON W/o H.V. Ull Ep" 9 '•V/D•^rclJ}' TILLIT TESTING a ENGINEERING COMPANY American Shunter SYS(OT9 Lv, pastas. oats \` 4153 NW. sun sa. M.. sm. Mecw RwOac, raw", Association, Inc. I LLD 15-085 i `F , F".- i (50 ))6T1-ISs . ra, r (S )m+-1631 4268 tYeslroods Drive x m/1� °`ro OT/aT/10 s/ONAL EN��dlssl a 1iawe e T West Palm Beach, FL 33407 a DRAW NG No .rFs•"'s' WUJ A noT :+. PE, � 17-107 PG 01 %beMAn mr /nxTn nPRaa_.._- MAXIMUM SHUTTER SPAN 'L+' OR "L-" ((t,). FOR INSTALLATIONS 1V/ CENIERMATEC, & ® or or V IN/ ONE H.V. LOCK ® or @ or or HD LOCK (a W/ NO LOCKING RODS at CENTERMAI@ 28@ 29 W/ ONE .'GS-T- LOCK 30 W/TWO LO®K NG tRIODS 35 BOTTOM TflSEE wXrvVx 45D OlVa, r£ES. .Ma M.O N ORd ,yT(O�TP�c& COrICftEIEh INSTALLATIONSQ WALL MW"I'm FLOOR/CBUNO MOUNTING L 6 Ifll I I IO 30 OR LES Ifi -0- 1 16'- 16'-tl' is'-0'1 161f6'- 0' 35 la'-Iw 14'-10• 15'-2" 16--0- 40 IS -la- 13'-lo' 14 -2' 15'-2' 4$ 50 12'-5' 12'-5' 12•_8• t]'-]' 55 1"a. t1'-t0' t2'-1' 12'-1t• 60 11'-4' 1V-4" I1'-7' 12'-4- 65 10'-10' 10'-10• 11'-1' 70 10'-6' 10'-6' IO'-9' tl'-5• 75 l0•_1• to•_Y l0,_d" 11•_)• 80 9'-1 ' 9'-6' 9'-6' 8'-9' Nr-5' 90 9'-3" V-5' 10'-1' ' 8'-9' 9'-2' 9'-10- Ica 8'-9 -- 105 8'-7' 1 7'-11' 8'-9" 9'-4' 115 e'-2• T-3" V-4' 120 8'-0' 6'-11" V-2' W--9' 125 7•-to' 6'-e' e'-a' 8'-5" 130 >'-0' 4'-5' T-10" e'-1" 135 1--"V-2' T-9' 7'-9` 140 7'-S' 1 5'-it' 7'-7" 1 7'-6• T45 7'-3" 5'-9' 7' 5' T-3- 150 7'-2' 5'-7' 1555' )60 6'-it" 5'-I' 7--1' 165 6'-10' S'-t' 7'-0' 1 6'-4• 170 6'-9' 4'-11' 175 -6'-7" 180 185 6'-5' 4'-fi• 6'-T V-e" 190 6'-4' 4'-5' fi'-6' I S'-6• 195 6'-0' C'-3' 6'-s' S'-s' 200 6'-2' a'-2. 6'-4' 4 205 e'-f• <'-t' 6'-3' S'-1' MAXIMUM SHUTTER SPAN* 'L+" OR -L-- (ft.) FOR INSTALLATtONS W/ ONE HV LOCK or �9 or W/ NO LOCKING RODS (SEE NOTES T. tt) uo0 u1 SA. OreP R6'MM I. OR -) CONCRETE k FWO TONG WILL lkX.'t✓Mf4 SowCR R p4eK N0Ux9N4 L4 IN t�ml 30 35 40 IV-10- IN-10• 45 13'-I' 13'-1- 50 12'-5- 12'-5• 55 n'-m" 1'-IV 60 IT'-4' - 11'-4- 65 10'-10' 10'-10' 70 10'-6' lv-6- 7s 10•_t• lo'_i' go 9'-10 85 90 95 8'-4- I05 e'-T 7'-6' 110 6'-4' V-7" 115 9'i'-3- 120 6'-0- V-n" 125 T-10' 6'-8- 130 T-8" V-5' 135 >'-7` G-2' 140 r-s' s-n' t45 7'23• V-9" 160 T-2' 5'-7- 155 ]'-0' S'-5- 160 165 170 6'-9- <'-11- 175 6'-Y' 4'-9' 180 W_5' 4'-B- 165 1'-5' 4'-6' I90 V-4' 4'-5' 195 6'-3" 4'-3' 200 6'-2' 4'-2' 205 6'-t' IV° MAXIMUM SHUTTER SPAN* "L+' R -L-" ()t,) INSTALLATIONS W & W/ ONE AV LOCKS OR W/ NO LOCKING oo ss (VWD FOR MRINNNGQ SHELF 7) CONCRETE 43A 0@CI 1YSFALVTIWi3 "'"L nocR/cauxc xaumvv aar] i• CM -) Au MwxrwE L I.1 ( a m) 1. - IN 30 16'-0' 18'-6' 35 IS'-]' 16'-10• 40 14'-2- IV-2- 45 13'-4- 14•-3• 50 12'-3' 13'-t' 55 it'-t' tl'-n' 60 10'-2- 10'-i 1' 65 9'-5 ID'-1- 70 V-9' 9-4• 75 C 1}p INAi°114nnR LEGFND CONCRETE & WOOD WALL A, D. C, 0, E. M. N. 0, p, 0, ICUNTWG F. K & L R. S. & V. FLOOR/CEILING MOUNTING G. H. 1, It, J T, U. W & X & M O MAXIMUM SHUTTER SPAN -Lt OR %-' FOR WSTALUTNIN$ IWO MOOD SHALL LIMI BE LIMITED To $05 PT. AS.M DEIGN PRESSURE RATING. t HV CORNER CENTERMATE /3 MAY BE USED AT ALL MOUNTING INSTALLATIONS, LOCKING SPECIFRMURUNS SHALL BE AS INDICATED ON MANDATORY CONOMM /2 NOTE B5, SHEET 5, ft EX T THAT MACMUM SNUTrnt SPAN 'L: OR 'L-• AND MAM'fM ASD. GEtaw PRESSURE RATING FOR INSTkVVONS INTO CONCRETE OR CONCRETE ROCK SHNL BE UNITED AS FOLI.GSS: t- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64; 72 PxJ.. AND 8'-0' SPAN, SEE MOUNTNG © ON SHEET T, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " 10 HV BLADE ROR@A BI 02017 TRTEW. MC. iT' EE o,.- A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems eles R.xl ee:n. sa. sl.. 2Pa, MPC•W 41AaIW. naa, 'a Association, Inc. P6°n•:Ib576M-t 520. F°.:(3MR71-1551 4268 Viestroads Drive Fa-awGrre West Palm BeoaN, FL 33407 WMRR A i ir, P.D.. FL6RDA Uc IF / •ae> (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN POSITWE &S.D. OESZN PRESSURE RATING. L-: NAX. ALLOn'ABLE SPAN FOR A CNEN NEGATNE &S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO OETERMINE MAXMUM SPAN MR WALL MOUNTINGS (TOP/BOTTOM) OR FLODR/CVLWG: GIVEN A POSITIVE &S.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEOVLE, GIVEN A NECAVE &S0. OESON PRESSURE RATING. DETERMINE MAXMUM SPAN 'L-*FROM SCHEOULE, FINAL MAXIMUM ALLOWADLE SPAN IS EQUAL TO THE LLINLMStb1 DETERMINED SPAN BETWEEN 'L+' ANO Y- (3) PROCEDVRE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTING$ W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN FOSRNE ASD. DESIGN PRESSURE RATING: DETERMINE: ❑+- MAX. SPAN FOR WALL MOUNTING unONS. L2+= MM. SPAN FOR FLOOR/CENNG MOURNING MSTAWYnONS, FOR A GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATWG DEIERMINL L1-- MAX. SPAN FOR WALL MOUNnnc INSTALLATIONS. U-- MAX: SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FINAL MA1QMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'La+', 'I2+. "L,-, AND 12-• (4) GD TO ANCHOR SCHEOULE VANN FINAL MAXIMUM ALLOWABLE SPAN AND NEGATNE &S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR CF.11.f. N.V. BADE p1 W/ CR W/O KY. 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MACN'NE SERE, TAN IDWL BE 1 1/2' LONG MINIMUM SHOULD sotto COVI. AND 1• HHHIM FOR WAILS WRN NO STUCCO. A)) IN CASE THAT PRECAST STDNE PRECAST CONCRETE PA aE PAYEq, OR ANY V[NEER BE FOUND ON DINE Ela,,NG WALL OR R M ADl[S ANCHORS SNML BE 1DNG EOIIGI TO REACHURE ENE MAW STRUCTBEHIND SAID WA FOR,,,M Mr.HORA¢ SHATE BE AS NnUA BG ON AI) & A.2) MOVE FOR INSTALLATIONS ON vwi SGNG OR M wIM OR MMCIT ME& Mas CONSULT 11R8 ENGINEER. MR INS AEHN INTO EMS BEEN META+ STUDS SEE SHELL 20. (a) TO CUSTNO CONCRETE B(GCI(: (IS1M C-9p) - 1/4•a TAKEN OR TA oN MEN ADVANCED MREADFORM rECNNaLOGY ANCHORS, AB Mu+uFACEIRN ar LT.W. HELM - 1/4•.. SOU 3/4' ALL POINTS O-SE ANCHORS. AS GC REINED BY ALL POINTS SCREW. BEAT & SPECMLtt MWANr. 1/4•a BLUE TAP CONCRETE MCHORS W/ CAP;AMITUFAC,URN Br FORIDA FASTENERS WRECT. 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INC. 02017 (ASTERN METAL SUPPLY, INC. 4\GEty• sF,• 9 BERTHA TM 3 ILIECO ASSA Accordion Shutter System s American Shutter Systems Hv RACE #1 W/ OR w/0 Kv.. lNN]ON IiAOE Arj'•1T(a dJ% t• TILUT TESTING A ENGINEERING COMPANY .21 •'.,A Ij e3a'N.W fmrt. s. nA EM%vNA :A MNUR,,0. nme,w ABBOCIaflon, Ina , K Dr$DNIRIIDH DUE DRAWN 6T: L.C. + OtA IS-o65 2/21/I wTG OJ/2T 1T ±F*AAe t ("SDI l-Isw . Fa.: (301 ,L1 m.1. l�waxa.cam 1RAWING 4268 Westroods Drive West P.I.Polm Beach, 2 No -t5'/Q•"'••"'G\a NAL EN EL }34D7 s ... .. KALIER A TRUTT'11 F.E. , 1%-1D% P.E. SEAL/SIGNATURE/DATE RaaDp Uc E 44167 3 SHEET 6 7 OF 20 END INSTALLATIONS n HV BLADE OR 0 WINDOW BLADE INTO 211x4" MIN WOOD STUDS r•„• w..w9 r _ GO .— o aT- END CONNECTION DETAIL M ,n- ��;I, . .... R. • a . EIS s101) T4T[GD. INC. * TILUT TESTING & ENGINEERING COMPANY 63". mw n•V., m Np U.s. ftffiI P�DM ; aOSjEIt-(S!U . !ar : (!04)8)1-IUI e-mW; Lt!DCNJDOU4m C0-NS6)19 NKt[R A iYll 4Affi ftOflpA Uc. 0 '.l67 uE) ,� 6L36 PI PD•1/ a. PII/,14ryn5 �ID w"`w=sm rc i(�x u END CONNECTION DETAIL fo • .69.wro aw.) roa uus wurw Mnv =Y-Y • SEE UGITAAGNS Oi USE EGR BtAOE @ GN SHEET Ig A.S.S.A. 1DE American Shutter Systems V. 8 N E Association, Inc. �, x a , Gu 4268 Westroods edr e West Poles Beach, FL 33407 ! on Shutter CR W/o KV. WNL APING No 17-107 a TP. E0. a W, 5WN N Al O MN H1WW BU SEE END COME M OVALS ON 10&1RP FULL HEICN' '{191-IS -\�) J7) ELEVATION MN SUP&RO1 To aAs EXISTING cuss ELEVATION SDu'DUE a3 sN2T It FOR BFDEG _ _ ---- 1------`--- —.---- MA IXI M54lQF FtltBM��6!(� ___�____ �y �__.-- ------ \rP. ;� �� ` ��LJEr.I 4tiI TYP. WrNMjiR1�GLeEND RNAT61 �} WIGii 22`S$ ISEff�I))NOTE ! 1, LLUL &&D. Ot5U.71 PRESSURE RAMC N IO, - 110 DAL 2. NNC SHURER SPAN: 96• ]• AUAAID UDVWWRG A 0. 6 & H ON SHEETS 6, 75 AS BELL M MOUNiN09 N. 0, 1, U & W ON SHOOS 16 & 17. �! ONLY [ENIFRWTES�BOM W/ ! OR ]LPu1 µE NLOBEO NRN 1 �µRY EO W.A OR NO 12 IN ME OF NO UUSf BE MCWOED ONLY AT E%I WOR ACCESS SIDE OF 5. (A) H2 MOOR RUDE �iA� SWLLy ONLY "OR A YtpYW OF 5 OPENINDS (0.3 wun) MR ® PEPR AT SPADNOS SHOWN ON SIOR !. (6) Yw. acoR v E IOP 0BprrOY EDGE OF xu uW OOW BVJ)i 10 OF Y ]P HOLE FOR ! 9 OE 12•, (C) mar OR Lw DUDE cOMNO Our PROM SMW,,, Al ENDS MAY BE IN WNW BUDS 0 (D) W MNOOY BUOE O UM Be u5E0 x E cam TO A SOLD w RLADE(D THROUCHON SMUFF WS WIOM (E) CEIAEJLYATES $HALL ALWAYS BE MSTALIED AAULFYF TO A =0 W BUDS I AT DINNER SW OF TI1E31. (F) MLYCFRBOWTE NY MN•WW An! ShU BE INSTALLED SOT1� TA05 fKE ME MIERNOR OF ME OPENING BYjNG PRpIEOTW, W DU M !4 Y135T BE OYLY 0MA33EO AND LWRED USNO A HJ SETNNG re,, PgONDED BY ASSt INC. 6. SEE µ[FOR SPADNc SCHEDULE MR INStAU YONS MN WWD FRAYS BUILDNCS ON SNm is, AS LIDDED BY Spµ AND DES D4 LOAD (SEE NOTES I & 2 ABOtE). 7. 8L ANDIOR SPACING SCNEOULE FOR WETa R,,, INTO POURN WNCHETE OR WNCREIE BLOCK WALL ON SHEETS 12 A IS AS UNTIED BY SPUN AND DESWN UMD (SEE NOTES 1 & 2 AWQ, B. NINNUU SEPARATON TO MASS SCHMMUL PER ASTY E-199& NNO I0.YE UIMINY SFPAOA1gY 10 OIAS6 1 MRU ] Nwlwaei Tr15 �r., ylGEASVLC l✓!.'.• CIIYRV * 02017 XTECQ YW. IL ECO)NG. A S S A 02017 MTERN PETAL SUPPLY. WC. B Y Accordion Shutter System Y • �fn ;]? 9 `• +L '+� t1 -•• �j•� S IGNAL ��,•'' ••••. errr'r o t' evAr /a,nurt.rn� ln.x TILLIT TESTING & ENGINEERING COMPANY SJSSMK y.P.31..S1e.J03. \. Fa. 6e(3W)8RCRW J]IE Poena : (]OS)871-s5J0 . fm : (]05j6]I-15S3 -m I: IitavroOOIX.edn 'x Im1R PA 4TER A NW1 •+rh . ROFAA Uc. t!!IO American Shelter $1FS}BFn9 ASsoclaflon; 'Inc. 4268 WO.(roads Drive Yfest Palm Beach, FL 33A07 N.v ancE p, w/ (x w/o Kv. ut7nDw BADE Ly, K BESCRp c. wTE OMEN Bf Le. N OLD IS-055 /27/1 DAu: 07/27/17 x DRAWING No 17-107 5 ! J �. mY u/_____ o /f 430 6. O aa.l a8"0 COSnwc cuss --I of _Mm. (SEE SCHEDIAEj 43 S Grp. a 6 u.-. oau• r.a[',[ v;.. i _Mv= FINISH # G���QNQJIIQNS OF URIC FOR BERTHA 11HV BIADE ACCORDION SHIMEVsrrM INSTALLATION TO META D wAl I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psO 2. MAX, SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 2t W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A 5 METRICAL LAYOUT, USE 0 (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT BTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. o 6. O.C. y 0 6. 0.G n ** BLADE SLACK DETAIL HVF 15 ALSO VALID fOR -- 1/2' 12 3d CENTERMATE 21 APPLICATION WITH BLADE 1Q S r 1 1/2•. 0035• TinCK "' YAWE i• 436 M:n. Mw A-653 GFUle 40 �..MdN. �; a' 6 O.D. M:n. c-6o s o s¢n ;I MS WALL HEADER/SILL INSTALLATION ennu ME7K 5N06 •i ,6' O.C. MI Min.) t11n 1 LJ �L II �� -12.000' �' 0.083• T., i 4 aa' 43 1/4"9 NOMINA ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GIASS SCHEDULE . r_3.coa- Mor. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4' 4h tENOTH E I' ® 1/4"0-20X3" BOLT 14UST PENETRATE f' rl 3D• c .250' I- DSO' 1/4'0-20 THREADS 43 1 /4"0 ELCO CONCTION PRODUCTS FAR-= un COMPONENTS `iSM4mPLICASLI: SCALE: I 0 ON - - ` -- ---'"---- -- 12 LOCA 0 AT __*7* _ _______HY12 3 1/r (Tro.)- Mm.}I24 LNI--- - I"VIEW Y (Conk.) 6 1/Z• (Tr°'} �' 7' 6 I/Y tux. SGCK =#— SIDE CONNECTION TO TRACK HVA byB BLADE SLeCK DETAIL HVF f{VC FLORIDA BUILDING CODE Non Hi h Veloclt Hurricane Zone ...... TV s = 010tJ tR1EC0. IHa. 02017 D%Steii, MCTAL SUPPLY, INC. U&MI. ; ......... 3/ - T14 GEPIS +, 9 i A■S■S■A■ TN — ? I L E G p ,- Accordion Shutter System rtv. BLADE gl w/ OR w/o Hv. wrmW BADE American Shunter toms TILLIT TESTING III COMPANY oc3rnFrxH un: ae"w er: L.C. ul.. s. s.. SU, .,-� cMmae, nao, 3... Association. Inc. 00 15-065 7/zT/t wrE: m/zT/n LiLy�ts$ ph.: (m eleml mi«�°oo'isem05Jen-u31 42b8 V/estraads Drive 2 [e_ao067m West Palm Beach, FL 33407 3 DRAWING No S+q'�'M••^[ A-•�'•GG 6 wuT6a 6. nwr a, RC • 17-1 Q] P.E. SEFC uxri7tl EfDATE FIXI Un ! 44167 5 SHEET 6 20 Of 20