Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL1/4/2018 Florida Building Code Online BCIS Home Log In ( User Reglstratan I Submit Surcharge I Stabs & Facts I Publications I FBC Staff I BCIS Site Map Unks Search d F1 jda r "-w'-`i s�) Product Approval T, sc• USER: Public User B✓n"+..a Product Approval Menu > Product or Application Search > Application list Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - AODlications FL# Tvoe Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Pfivacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this amity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® E9 M MAR 0 2 2018 ST. Lucie Countyr� °9 Credit Card Safe CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD hftps://goridabuilding.org/pr/pr_app_lst.aspx 1/1 i UNERAL NOTES: 1. BERTHA H.V. AEWRGION SHUTTER SYSTEM SHOWN ON THUS PRODUCT VALUATION DOCUMENT (P.E.D.) HAS BEEN'ROATED FOR COMPTANCE IN ACCORDANCE WITH THE M17 (6U EDRK)N) Cr ME ROMOA BUILDING MOE MIS AWORUCN SHUTTER SYSTEM SHALL NOT BE INSTAUED AT MOO MOODY HURRICANE ZONES. BDE5ION E w51WINO CONS SMALL BE DETERMINED TH ED AS PER SECTION 162D E NONE MERIURED CODE FOR A BASIC MOD SPEED NEOURED BY ME NRISD2IION WHERE SRUnER M 1, NLID MTM A CIRECTIMUM 2Y FACTOR KE.0.65, USING Ma 7-t0 AND SMALL NOT E%CEED ME MAXIMUM fAS,G) DESIGN PRESSURE RATINGS MGM M ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO TRAIN ME NONE WNOTION, MTMATE DESIGN MOD TOADS DETERUJIM PER ASCE 7-10 SHML BE AM RW WED TD A&G DESIGN MIND (DADS BY MULDPLYING THEM BY 0.6 IN ONDERTO COMPARE THESE W/ MN, (AGO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU IS. 19 & 2D. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON MS TOP.ED., AS TESTED. WERE HOT OVFA STRESSED. A 11 3: INCREASE IN ALLpYABI£ SMESS FOR MAD IOAW WAS 2ffiL MOD IN THEW ANALYSTS. HOM3131. A MILD DURATION FAVOR CD=1.W WAS MIT FOR VERIEGTON OF FASTENERS W WOOD. GERDA H.V. ACCORDION SHUTTER SYSTEMS ADEOUK FOR WIND AND WAGE MIGSNE IMPIET IAAO HAS BEEN VERIAM IN KCORBOCE MR, SECTION 1609.1.2 OF ME O8� MENTIONED CODE AS PER AR REPORIS: -HV ot.ATE (D 10214.01-03. j0)15.01-03. (10a4.01-05. JQICDI-05. 00317.02-06, 1060 ,01-10 MOO AO210.01-It AS PER TAS-201. TAS-203 AND TAS-203 PROTOCOLS AND ASTM E-I886 AND E-1926 STANDARDS (MISSIM LEYT.L D. MILD ZONES 1. 2 & 3) & 11220.01-10 AS PER TAG 201, 20 & 203 PROTOCOLS LARGE WSSLE -HV MINDON BLARE O /OSW.O1-W AS PER AST" E-1866 AND E-1996 fW5S1E E D. MOD )ONES 1, 2. 3) BA,C PROTECTION ONLY AND / WM ol-BB AS PER TAG 202 PROTOCOL 2. W BLADE (D AND W MOTION RUDE 0 ARE ENGINEERED M TORN IN NNTAR MM EACH OMEA UNDER 111E GENERAL UMNATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BFATA H.V. ACCORDION PINS (IN SCREWS), USED AT GLADES NNUCNtE Me MR DIRECT MOUNT CONNE N TO TRACK EHALL BE 114A2.75- AND /14r1.25- RESPECTNRY, 4f0-HT M,,,, SUIMEGS Enlc1 SCREWS MM 135.0 Rai YIELD STRENGTH AND ISO W TEN4LE STRENGTH. PINS SMALL BE COATED WITHNNA EEW OKROSMRLD GATING SYSTEM AS MANFACTURm BY APSERIES PRDVEIE GOAWG APA"GATORS, "MORORED "M AMTODGM SHUTTER SYSTEMS ASTOCLUION. PINS MUSE BEAR ME M' MANKIND ON TIMER HEN. 4. ALL KUM:MIM EKTRUSNNRS SHALL BE ANNWUM A55pGAMIN ALOY AND TEMFER AS INDIGIED ON SHEETS 2 AND 3. UMMW MELD STRENGTH FOR 8063-T6 ALOY IS Me La1 Me 35.) RG FOR 6005-75 ALLOY. 5. ALL SCREWS TO BE STAMESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED GARCON STEER AS PER GN SOOTS MM 50 W TAN- YIELD STRENGTH NO 90 Lai MIN. 1FNSITF STRENGTH. AND SNALL COMPLY W/ FLWTUA BURUNG OCOE SECTION 241"aC & BOLTS TO BE AGTM A-307 GAVNtZED STEEL OR ATSI W4 OR 316 SERIES GTANLESS SITE. MM 35 Pal MMW NERD SMFNGM ). SEE THE FOIlOMNG SHEETS FOR ANCHOR SPECKRCATONS: NV BIAOE 0 12,13,14,15 AND 20 W BADE 0 & O MORNING IN UNISON: 12. 13 & 15 & 1M5 BERMA H.V. ACCORDION SHUTTER SYSTEM BEANS A U.S. PATENT /6'779,SG2. CONPDVENTS OF MIS APPRBVA NE COI RED, IN WHOLE OR IN PART BY US PATENT /5.458,179 ISSUED TO EASTERN UE AA SNIPPY, M. 9. T SHALL BE ME RESPONSIBDJM1 OF THE CONRACTOR M VFRMY ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PREFER ANCHORAGE. CONRACTOR TO SLAL/CMNL N1 SHUTTER COUPORENT EWES WHICH REMUN, THOU FASTEMNG IN CONTINUOUS CONTACT MM ME BURDING TO PREVENT MNO/,AIN INTRUSION. ID. EACH NOT MUST GEM PCRUNEM LIBEL IN A VISBLE PUCE WTH WNNNG NOTE: WRING RJIODS OF HUPRIfNdE WARNINGS INANE OWNER, TENAT, OR OMERL MUST PROPERLY CLOSE ALL W ANTI He COORDINATES AND EIGAGE OR LICK ALL W AND NO LICKS. 11. SHUTTER 4NUFACNPERS 1ASM SHALL BE LOCATED ON A READILY NSIBLE LOCATION AT ACCORDION STOUTER IN ACCORDANCE MTH SECTION 1)W,9.3 GE AUTISM BUBO NG COOL ONE LIBEL PLACED MR EYFIRY CPEMG TATTLING TO COMFY MTH SECTION 17M 92 OF THE PORIW CARDING CANE SNAIL BE 12.PERMT IS BERTHA NNPUED 10.,Y. ACCORUC4 SHUTTER EYSTEM'S INS `NON S DUMPY MM SPECS NOIGTEO IN MIS DRAWING PLUS ANY BUILDING AND ZONING NEODUWNS PROADEO BY ME JUMSOCTION YAip[E 13. (a) MIS P.EO. PREPARED ST TUNS E4GNEEN 5 GENERIC AND DOES NOT PRONOE INFORMATION FOR A SHE SPECIFIC PROIECt. Le. WHERE ME SITE CONDITIONS GEW3E FROM ME P.M (5) CONTRACTOR TO BE RE5PONSWRE FOR THE SELECTION. PUNCTVSE AND INSTALLATION NUUONO un: SAFETY OF MTG PRODUCT. BASED ON MG P.E.O. PRONGED HE/SHE DOES NOT CENATE FROM ME CONNIIONS OETNEO ON MIS DOCWErt. CONSTRUCTOR SAFETY AT S11E R ME CONTRACTOR'S Rf.SPONSIMM (c) THUS P O. MU BE CONSIDERED MAUD IF ATERED BY MY MEWS, W. SPEUm PRWSHALL BE SHABE PREPARED BY A ANTNIA REGTSIFRED ENONEER OR ARCHITECT WMCH MSS BECOME ME ENUNEER OF REGOIN (VOA) FOR MMAIL Be PROJECT AND MHO BE ONSIDE Fitt RENEW. ME P.ME PROPER WE OF THE.O. ENGINEER Or RECORD. ACTING AS A 0EE0ATED ENEI ENGINEER TO ME P.ED: GMEER SNAIL SUBMIT TO MI6 TATTER ME SME SFECITC DRAMNGS FOR (9) ORK:PIA RED. SHALL BEN ME MR AND OPoUNAL SEAL AND vaNANRE OF ME PROFESSIONAL ENGINEER OF RECORD MAY PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 1YPICA: SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL MNOOW BLADE & WINDOW DETAIL 'SHURFR ELEVATION & NOTES ON LOCKS SHEET 5 IRON DETAILS A-F, CGNCREIE/CLOCK SHEET 6 ITION OETARS G-M, CONCRETE/BLOCK SHEET ) ATE DUNS Try SHEET a ATE ALTERNATING OETAM1S W SHEET 9 END CONNECTION DETALS 1-6, CONCRETE/BLOCK SHEET TO MAKwUY',SPAN TABLES SHEET 11 ANdtOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR ..SCHEDULE- CONCRETE &BLOCK SHEET 13 NGNOR SCHEDULE- CONCRETE &BLOCK SHEET 14 ANCHOR SCHEO E- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATON OETAILS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & K. WINO SNEYE 18 AREA 3' HV WINDOW Of ADr (tAl TYPICAL SHUTTER ELEVATION AREA 4: HV WMDOW AT AD (1) ONLY ONIY SHEET 19 COSTA ,TON DETAILS. MET& SRN WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 'I P PI-,,.. ...,�r�✓1 �/�jj/ I: MAP P . �r T T R• ` F% LA � t" •••••••• `+4++Y 'S�' SANAL '' P r ••EL•nF.LfK AA/i �nr Anne O20tl TRFECO, PlC. 1 E C O m. ` A.S.S.A■ American Shutter S stems i A850CiC}IOn. IEIC. i� 4268 west,, Drfv a west Palm 8eaeh, FL 33407 ®201T EASTERN METAL SUPPLY. MG BERTH n Accordion Shutter Systen liv. asnE St w/ at w/o tEv. VANDOW RARE TINT TESTING &ENGINEERING COMPANY w5 NW. ss:A D. v. uR vwcvu rINOp9, rtory T2, (30naTl-1wo . ra.: fx576T1-un - �=6CO'2p1" ji9 TIMER A nwT 41. PE RORDA Lie E 44167 IIFFCRIFTIWI vn[ 1YAmN 6r: La I OLD 15-OBS 2 21 1 oAm O) 27 1) E DRAVANG No 17-107 4 MJ' 1 TOER US PATENT 1115458179 V WINDOW B�eD OF USE OF BUD ON SHEET 19 ©HV ADJ. FLOOR TRACK OVAUFlED FOR, UJE W HV r�3 00] or � 4CP. Oro I 1.896' '$ 4 11 HV CEILING HEADER 0 FIEU FOR USE W/ HV BLADE t ONLY, SEE SECTIONS FOR VAUO 6063-T6 ALLOY AND TEMPER Y!L %KN MNI P 1"YCe3 'I® SIDE ANGLE QUALIFIED FOR USE W/ HV BLADE (1) RA.- A39' �HV UNIVERSAL FLOATER QUAVFlED FOR USE W/ NV BLADE 1 6005-75 ALLOY AND TEMPER 1:2 HV HEADER/SILL QUALIFIEDORi6 P .O W TBEY E i ONLY S ALUMINUM ANGLES, QUALIFIED FO$ USE 1Y/ HV BlONLY. 6063-TS AL 1 LDY AND TEMPER 13 6063-T6 (�)HV WALK -OVER TRACK QUALIFIED FOR UE YI/ HV RUDE 1 6063-T6 ALLOY t R TEMPER USE W/ HV COMPONENT A R Tt Ta ]" 5" YAK 1/s- 1/a- 5" NMI IX191" 0.192 (1 1 2s' 7• u",10.190" 10,190' 2' 5' MAN. 10.139• 0.131" 14 R (S)HV 00'f1R0' STARTER QUALFlED'EOR USE W/ 6D BLADE UJ fi1-76 ALLOY AND TEMPER ,--2&6zT 99.' ea 12 " 920 O9 HV TRENCH TRACK, QUALIFIED FOR USE W/ HV BLADE(�t ONLY. 6063-76 ALLOY AND TEMPE�i VMIE� 9 1,936- TEMPER �O HV RAINGUARD QUALIFIED FOR UE W/ HV W63-T6 LLODYE 21 TEMPER. ,,• �: `/ ,- �J��� f• -k TATEOF - ............ ...... .. •w u/O!`iCl fl�l�\ j111 P F�'+iFa C smM1ir lnnr. A.S.S.A. ArnShunter SY9}BRTB AssoCla}Ion, Inc. 4268 Westroods Drive West POim Beach, FL 33407 ; 2117 R W00 ANTUP. . ER A VM�cENs• Accordion Shutter System HDL®E p1W(R W/oTFlv. W6DON HATE TIWT TESTING 4 ENGINEERING COMPANY UnN..a�..ss.:L,,w,I.,o:Ar.Nu:,,:.,tas.MI (w5Fe71-Is' F..: (am1671-m1 � �1B m'" ER E {TILT N16] rY, R� �n Le I o:n is -offs 7/27/I R+m a7/v/I7 a a DRAVANG No �7 ....-� s ?� HV CENTERMATE FOR USE YI/ HV BIADE(ti& 6063-T6 ALLOY AND TEMPE i III PW1 �+ ,xoxr fikYAlpN KE LOCR FOR "T" LOCK CENTERMA19 QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-76 ALLOY AND TEMPER 1.9.7 063• )n 1N' 4' 6M1� I �I 0 o ., O OVAUFIED FOR USE W/ HV BLADE i ONLY 0 HV FEMALE "TY LOCK NTcauerc 0 HV "T" LOCK 6063—T6 ALLOY ANO TEMPER OUALIFED FOR USE W/ HV BLADE 1 ONLY OUAUFIED FOR USE 6063-T6 ALLOY AND TEMPEW/HV GLADEC ONLI G ROQ r3 QUALIFIED FOR USE W/ NV BLADE 1 & ILA) 6063-T6 ALLOY AND TEMPER ® LOCKING RODS OVALinED FOR USE W/ HV BLADE01, 6063-T6 ALLOY AND TEMPER INSTALLATION WILL RECUIRF A 7/1& 6063-TO C6, I I4 1161 r� —C9• e # QUALIFIED FOR USE W/ HV BU+DEri & i 6063—T6 ALLOY 111//2' ND TMPER C{O■�� J LL/A'A 0-20 AISI 304 SERIES S.S.THUMB REWc DUAURM FOR USE VI/ HV BLADE 1Q M•.ISK 11uuR em P.xK.♦D 6PE96 RRH Loaoc PUTm7 i HV EGRESS LOCK DUAUFIE0 R USE W/ NV BLADE V & @ ONLY. ]60' AmR RNETW,^. RE[ORf RNc 1.vG 1/4"9-20 RIVNUT* [=--a AMOY) V C rLMM T,w 92v. AS N4UrACNREL Qr AYDEL MY. NO* J Er.nu 20 HV ALTERNAT OCK OUAUFIED FOR USE W/ HV BLADE 1QONLY. OP)S h 1 .It3 Ye.. TmneruxN ON-EYY OR KEY un nuxDa 11eMcc I �q HD LOCK BY REGENT HARDWARE MORTISE LOCKS SMES 2333 HOOK BOLT LOCK. OUAUFIEO FOR USE W/ HV BLADED& OAA tttLt,iHP` T!(�/�✓ _ C201> MICW. NC II 02017 F.ISXRN MEIA1 SUPPLY. INC. p ASSAions 1 L E C O LNa. , Accordion Shutter System nRADEw/ aR w/o Hv. wrmx B A0E TILUT TESTING & ENGINEERING COMPANY American Shutter Systemsuax wn ORRN e+: EcSTATE OF i ` ..., N.. 3,m +� S AsL ,uevA [AAoas R[ARA v1 Association, Inc. Ges ryz)/+ alE: o)/zT/I)•.• —�AA,gne:(2os>an-I330 . ro.: (3m)»I_Iv1 4268 Westrc ds Drive DRAWING No�aattw4�A�3,a_.West Palm Beuch. rt 336D7 ' 7—' 07 D F FrAf'/il�iG 1�o2+5n..z iLORMA u . 0 Aals> ,I SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV QI HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © NV WHEEL CARRIAGE A1S1 302-303 SERIES 0.870'R3/I6- THICK NYLON WHEEL. D.188'0 AISI 302 SERIES S.S. RNETS © HV 1 3/4- ACCORDION PIN W/ B8 HEAD ® HV 2 3/4- ACCORDION PIN W/ ®8 HEAD s ® POLYCARBONATE IMPACT RESISTANT NV WINDOW s in z1f QUIREMENTS Al EXTERIOR BLADE KNUCKLE FOR (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR HV ®BLADE. ICAL SHUTTER ASSEMBLY rv. s (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO rasa' DLADE WHEN CORRESPONDING TO INSTALLATION 'II', SHEET 7. Oggy_ O (3) HV PIN © OR © W/ 1/2' O.D. 1/I6- THICK S.S. WASHER " U SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'e> HEET IT -I .*EL CARRIAGE DEJAB EXTERIOR / f ! I (DOR ® 1..'. OR Ar ESf OR I F ISM NON XV.c OR i (sa R REOVIRCNENTs) EXTERIOR POLYCARBONATE SOURCES FOR rrvw.auvnnl �� `'ems evwat m`v � �a. esssei nP412 RMM1 � /SM Ohl YLU N%' oM] Dom' seaawrry ' lm �a a.w au exo ru w�.w mom.. n .:tiD •rn l .l.N e.0 u,.00 11F.LPA YZlY6 swla� .EM Mb ]V.Ob e..A Yf.Wj ea[ .m:oan vDD •�• snv wee . -r/. n n-nr. sua¢ Dvsn esn e]Ml .r> s ry s uv rmr a evsvx am Doss o-1 D46 o-, awv ^rr mwwn .nvM uo♦ va. s2ar�C � .rm mm ts+su mamM uav .once .4h eie aux e.0 eva e.s mess mess eunaE eU*onw ..s.0 us e.al w. eaw a.: z`; `�\CENg"• p o30n m FeO. vr. 02077 EAiIIERN UEFRL SUPRY. INC. S • �� p— A A+ e A.S.S/A■ I� B T A TM Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY Ameriean Syalems KV. BIJdE Bt W/ OR W/0 FLV. WNM BLADE •..,�.. ry, ,, D�r��11 -aShutter a Dam. er: D.a ' •''•. P:' 4, ss` e0ss R.. _,.,, a srv. sea e.Dw. Dr®ok ra0,o.. ul Asaoelaflon, Ina I am a-G8s mil, o . o7/27/17 oI— : PesFen-Ivo . re.: (wspn-up, 4268 WesUoads Drive _ 2 -ss/ONAlEa6'�,d 0°9' West Palm Beach, FL 33407 s DRAWING No IMM 4 sUa J:. PL ' 7- t 07 e P.E. SEAL/SIGNATURE/DATE nom " 0 l.Isr s curer 9-9- w rw -04 o�11 () 03 �� r��r,�rtrrrn�rr�r+s�rr,_ �,rsra O o• N o• o• ©� o• o• a o• a o• a ©• m. e. Q5 �rr BKb C OF CORNER 4E Hit LOCK +?% a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY So. OF SHUTTER -SPAN FOR SPANS UP TO 105', AND gr NSi TIONS jT ANY NAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED A` OR 2Z x 1/2• LONG FIAT HEAD I�5, M.S. LOCATION OF LOCK SHAH BE AS IIIIIuuuu0l IESIMH FOR SECURITY PURPOSES, UP TO DWD M•.5a :U USED AS AN INSIDE OR OV19PE LCCK. CONNECTION OF LOCKS TO CENTERMATES Os ALSO BE USED AT STACKING POSITION • ONE Hv LOCK I INSTA TO CAT :IiED TO Q3 CORNER CEHlERW1TE W/(2) )P & BO OM SHALL BE USED. LOCATION TUN SHUTTER SPAN SHALL RE OETERMINT 5. FIRST ALTERNATE m NAMDATORY CONDITION At VM f78_Q2: ONE ALTERNATE HV LOCK 20 MAY BE USE I INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK OF 1/00-204/4' S.S. THUMBSCREW TO (Ur ORFeyn t RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE u LOCKS AT 1/3 OF SHUTTER SPAN. B. MANMraRY co pinON /3 FOR KEYSTONE Mo nM W USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 TO BB', AND FOR WrKLLATIONS. AT ANY ELINARON. HV OUTSIDE LOOK. ATTACHED TO 0 or ® SYMMEDOCAL at M.S. LOCATION OF LOCKSHALLBE AS INDICATED ON 7M OR 0 TOP AND BOTTOM IS COMPLETELY 1MNDATORY, R ELEVATION. ONDMON III r REQUIRED DMINIC ROD'. POSITION), RODS �5 BE USED AT 1/2 OF SHUTTER SPAN OR TWO M- ONE HV LOCK ® or C or @ SHAL BE R BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP lr 23 er 0 MAY BE USED AS AN INSIDE OR W/ (2) 1/4'-20 A 1/2• LOW FIAT HEAD S.S, TER ELEVATION. USE OF LOCKING R0M 0 W/'8 CENTERMATE & ONE ALTERNATE IT T ANY tN T LOOK— AL MAYHATE BE INSTA,LLMEM IN, LIEU OF W LOCKS OR 5 FOR ANY SPAN AND ©w�41w 6�• Tan $�w 10 "•* OF � n INCLUDES USINON. RUNFOR NO L� HATE O0. Q ,YAM SHOWN or BE USED S SECTION HVG,AN IN�IDE�SNPESIEDE r R, CKK. A MUST E E 10 • �^•©• t w/ � (,. �; w CONNECTED TO CENTERMA7ES 0 AND 9 W/ 1/4'C-20 x 1 1/2- LONG 5.5. THREADED Bd.T W/ 7/B'P x 0/32 6 7 ,may, 6 7 BFw WIROHIT OR W/ 1/4'P-20v1' S,S.KS.. INTO A 1/4'or 5 3/tRMIIR.,TxL.00K MAY BE IN5TALLEO AT MIDSPAN OR 1; 4 'w� INAYVAN.1 ABOVE ANp BELOW MIGSPAN,, USE OF TWO LOCKING ROD$ ESTOP AND 80TOM IS MANOATORY. es•®w'•1BaQ•a�w C>a'�tl1 �'°".�'d✓°"•@�5 •NOTES ON HD LOCKS & CENT RMATES• /.^� 1. NO II1DIf 3i LW�/'ND [ENIFRYATse a ro.Ti Kir (Ti . 'n..E ALTERNATE HO LOCK MAYBE USED IN OEM OF TYPICAL 11 / HV BLADE SHUTTER ELEVATION „Y LOLXS i24 0R ,fir FOR ANY SPAR AND INSTALLATIONS AT ANY EILVAMOA, ALTERNATE „D LOOK ® MAY BE USED N.7,5, AS Al INS OR OUT5Of• LOOP. ATTACHMENT OF HO LOCK Gtt IkO g IS W%D IS F ]/R' FM. SS.M.S, AND INCLUDES EIN RFORCEMENT INSERT AS SHOWN ON SECRONS NOB- AND 00-HVC, SHEET 10, LOCK MAY B£ MSTALLED AT MIGSPA4 CR 12' MAATMUM BELOW OR ABOVE MAMPAN. USE OF LOCKNG RODS +g IS COMPLETELY OP ow- IIIUNpprbR r'' N Dn igh elocity Hurricane lone tsL1I ............ i%'r"y : �GENs� ••-y s e2RN N.IIW, M. �L�C p A.SrS.A. 02027 MVERN META, SUPPLY, INC. BERT A H TN Accordion Shutter System • 4 S%Q/<s tt` t TILLR TESTING' 8 ENGINEERING COMPANY sys rm. M0. U, A.. M. Mx 4VtOD2. FLmu mH Prow; VOST01-1534. Fe.: t3'.M)sT1-ran °' � M�teco0ar,wm W6719 ATLRAr'LUtJr. PE. rUNW Lb: 1 4.18f AmerieOn ShuHer 5 lBms YS A43OC1DR0Dr Inc. 426B \Vestr0ods Ddve West 'Palm Beach, FL 33407 FLV. MADE #1 w/ CR W/O KV. WNM MADE IN, mscawnex DArz IIRAWN Br He. 1 DUE,15-OBE T T L MID OT 22/17 •-_ s � ' Nv tlt =S�NA41.t'1 o r ccni fMtNf/n'mc inerc a s DRAWING No 7�gut , I-- POURED MRE 1—co,CRETE sVmms ROUl20 CONDIVE (SEE SCHEpAE ON OR CONCRETE .1 CONCRETE RECVREO REWIRED SKEET IJ) REOUREO CONCRETE A:CNORs Y Q 18 dF IEEE M]uMK®d sxu7 n r (SEE SCHUNAA: CONCRETE ANCN0R5 VAmvE SCREYrs i, (SEE SCHEOUIE ON SNcc 13) 1 I � SHEET�13) ON NINOTS /0.20 13 O.C. f 2 a+14 alx 7/.•R_zw3/: sa ,� t "� EO C `J C $EURM SCREWS _ Ir . O 2 O.C.-20 rxJTS 1 ',1 19 FO E E, o• I RL�_ .zs0• uRK I r ' 3 aR 15 T E. i t F. o `` IS .zsa- I E.O.• MRL aPnoeuE !,- \ I I Pna+u s glow[ 0 f 'a am le fm° ---CDR W ' COSTING a Mur. SE➢mmoN TO s �0 I .0. fy ue. Sn,utti ON To G I 1 ryS -' _ SEE $ WARE ON g1EEr IT) 1 -(SEE SCrIEW{E ON SHEET 11) SYNC f-�� .0 V W I 0C BY -WALL HEAD Iz INSTA LATION HV WALL HEADER INSpLLA119N + KEYSTONE f%anNO 56rwNd 1 MIN. St=a. N 1a DNS$ iO OAE (4E r I OR Iyy, SEPARAOON ro GLASS' 1 COSTING (SEE SCHEWIE ON $HEFT 11) I ' SafD.tt d 9II1 ` 11 rd OXE aiAb ~(SEE SCNEMS ON SHEET it) o: vIRT LL 1„ I N.� 119 II'•`rIIJ 1kC�lj > EzrsnuG I CLASS-i f OPnOruE E. G.• • - ) I r) Cs.• S'I 13 w IS T — 19 FIEO�J -- 12 OR I4 -- L j ,/:0-2oKJ/.• S.S. � I. EO m PHAIPs muss HDO I, ' 1 , MACHINE $CRM USING ^� W1 CRETC ANCNORS I//t 0-20& $,$, PxRtb$ CONCRETE ANCHORS QOP7B I• , if.'-20 NViS o 12. O.G. —v'' IsEE SCFIEDuIE ON ikUSS HERO UNINE SCREIV$ POURED CONCRETE' (SEE SCHEW. ON 5NEEI 13) • ' JJ POUtI O CONCRETE , SHEET IS) W1 1/••-20 NViS O 12' aG. CONCRETE MOCK INREaIWFm • r AWxvnRs OR CONCRETE KOCK REoureEo HV WA SI G IN TALLATION (SEE SCHEME RED CR� SHEET 1;1E oN �HV WALL SILL INSTALLATION OR CONCRETE aEam wAu REaRm O HV WALL 51LL INSTALLATION NOTE FOR MNfdALTInN OF SECTIONS,, I- SCE SHEET 4 raft TTPICAE $ ER • E. a. _ EDGE DerAxcE INSTALLATION DETAILS W/ A$SNOLY 2- NYWAYRT SECTIONS tN OE CaNJ4YE0 a ANY WAY TO SUM An vTSigLLATlan. (SEE SPECaICxilaNS ON SNER IS) •I III •SEE ER TVIS OF 111E M " EtAOE ON EST 19 �\ ll/ H Y BLADE II" P IL FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone "V6ENSF "•,.✓9 �: 0]Ov 1¢rzc0. Lx. ®2017 EASTERN 1aErµ SUPPLY. INC. q , e, L A c c A ■ B R A VTM Accordion Shutter System i .0 q• TILIIT TESTING A ENGINEERING COMPANY AmeNcan Shutter S stems Y KV. BLADE #1 W/ OR W/0 HV. N1tDD'/ BLADE n. x arSaNni. 1 Ff ••., CO•..• Q`i' ;tr wss x.w, Sam• a. w. aa0. ,ucxH Assocla}lon, Inc. DATE cRAxN ev: LC. ,s wDa4 rlaga. w r ow 15-ORS 7/21/I drz: 07/27/17 11 =s/ONALF� •'' Pno e : (30.)R71-1J•A , rw : (3Os)On-1JJ1 a `�" 4268 lVestroaas Drive West Palm Beach, Ft 33407 2 ORAvANG No ;°,9 o rrlP•r•P 6LL1ER A$ k. P.L j l 1/-I 0 r P.E'SEAL/SIGNATURE/DATEa''1"'� `.I67 s SHEET ° 6 OF 20 CONCRETE A,olDis POURED ; IaH Drnmw CONCRETE (SCE SCMDVIE ON SHEET i]) , Ia O:� 1 OR A-cWuiEO RIiD.,[ "' EAS¶Nc j I YN `tsaIIn+cY4r �� _ CDGf d II m.0 CUSS—�I sm l9 rw E D.• � ,N D EXISfI B.¢O6t® • A P�Avm' ' saSr IIj ?` r/ED,,, iu-�✓ 1 1 OR 3 OR 15 I I r ]R Yv. I #100/4* NCK OW12 KD.C.M Fr I, GfA55 i i / I l i CONCRETE ANCHORS 7 (SEE scemuGE ory SHOE, ul ( E" 0 1. If E%ISIINc / , , Yi r r / 1E Or r F MPUUBLC IXASS= Ewe OF— , { , sue v I/x I .� uEDADG[ wso•Nsv>m AA'M1NABIE - - A:.' a. �.` 9au D¢ 15i , M¢r mx0 BLAB T PWRED rr Cor a. WPo� MT HEAD CONCRETE ANCHORS .010 to CONCRETE - R MI NFAD W:CRETC ANCHORS REOIRR[D (SEE SCHEDULE aY SNER laJ \' , REWRED , D. E M. (SEE SCHEDULE ON SNEEr fa) 11 TRENCH INSTALLATION - yV WALK -OVER INSTA I ATION AIID ONLY FOR UP TO ♦70. -75 PSF AS.D. S HV CEILING INSTALLATION O' HV FLOOR INSTALLATION t DESIGN PRESSURE RATING A FOR SPANS PER SCHEDULE /3. SHEET 11 I w rvn+lwx CONCRETE ANCHORS r rU OL (SEE SCROOGE ON r tsR Lr[r 0 I SNEER 15) In gpAt tA2YH w� P.OrAr IY I O I FX15NNO I E%ISTRO� MnNc ADO,KIII RII„JYLW4 1 GU55 U GLASS -!cm mu w sm wl I ¢' rA"m"fit r . /.V PoNtw I I/a• D I I -i ao i9.vn,r9pe.1O IB I L' len Dasu,ort o a YAx. 71 _ Da ,m ,.P,rD F481N AO I a I r ac rm sous Gvws nwv i, r i / .F � j C-c' sv m e-a• uu Aatr �wx. I I srAAxr A [.w rumor Ina /M((¢ OrPJ (s€ No¢ r w 6 3 9R f 5 � , A I 11A5�XaN� 'G n• ' / / saxr 1, rcR MUT s e CIA i -t I i YY i , tEN svEws I. caa sA.vrt A>v 1— pas/a' HEx NEAo ' 1 3 e' a u• TEN /4 -2 O 9. O.C. r � i' _ _ ON 1/{ G 20 Si_ YS (ME SCHE UKNOBS ( _ 6 ]IaU/f W/ HUT D 9 O.C.(SEE SCH.NULE ON :1 / �•O ]/ D 9' 0. C. 1 = I ' I I/a• LI• / � I G ]Oil/ap tiYn Yer, a a TEA_ 1 9HCET IA) ✓� / 1/2 / « O 19 OG ^ EDGE OF, 77W 18 1/2' ITrf I 17 18 :il. i i.OD MIN / pw]miRa.0 CDO:'i SL,B IF>/8•p,) ppppGDLE 4 r �I19.3/f F.H. Sa.S. MIN E.D. Su ' CONCRETE ANCHORS --/ D B' O.C.R vw CDvcmr I`ED. SEE NOTE i3(5) I POORER WHO (SEE SCHEWLE ON ON SHEET 1 NOTE 13(Oj £D„ OR CONCREE SI [MT 14) PoUREO CONCFEif W SNER I I --( REWIRED OR CONCRETE BLOCK -PTIa14LL POUREDREOmRED KEYSTONE MOUNTING INR/IILA EWREE K 00 INSTALLATION © TION BOOBOO � © L+V- WALL WALK —OVER INSTALLATInu Y,n,w Aso. am, >REs:,A�: •r.._1, ,,, - vAww sHvr1[R Saul Y-9• V I GUARD INSTALLAT0 t (� ROTE FOR CO�m R�=t INS RRTAIIATaN SITYL BE • EOGC IXS1AxtE RENOJ N e.'wFN Pn6aRYED 1- SEE SFMT a FOR 11'POrE SHt (SEC SPECFCAAnaNS W sHEEr 13) OR ENI TO AN OPERABLE' EMT 64D ©0N SHFET 19 fOR EMaY INSTALLATION DETAILS W/ HV BLADE 2- YDNDWG SECTrc1Y5 EIN BE CGNBINED w ANY war To sort ANT u,sruunap. Idlr ER A. . c FLORIDA BUILDIND CODE Hon Hlah Velocity Hurricane Zone '•\,\C ENysF::,•✓y o2on In1Ecn cQ cc AA ®201> USTERN YETQ SUPPLY. INC. /yra7rw7rM■ BERTHA A TE. *'• �• •: I L E C O Era. Accordion. Shutter System �7E H.V. BIAIDE #1 W/ OR W/0 NV. WINDOW BLADE .0 / AQ TILLO TESTING h ENGINEERING COMPANY Amadean ShuNer Systems ,y, P[XMallon MI[ OC•nR er': l.c X. • •.. ORIDA : .4`r All, a55 Rw aw .. S+. A "R CARL{SD. 0.CR0• A,, A590CIOIIOn, Inc. I OGD Is -us us 1/Z) I. DATE: 07/27/17 ��-�y+ onms : po a)en-Isw, re. ; (mJan-Im 4268 Westroads Drive a pRAWING No �ONAL ENO: .L [e-Iw9e>Is West Palm Heacn, FL 33407 ] �A 1 I nrA.ANO• M'ER A iM1YT r. a.f. a 1 / 1 O7 P.E. SEAL/SIGNATURE/DATE rta9aA I` E r•fe> ° SMEEf 7 OF 20 ✓• SFL xOtES GY L0.-RYN POB$ [� , M! LUX9 ©a IN EBmcanss INSTALLATIONS W/ 1 HV Nro�urzx �P®a'a a. OUT R I *� RUDE 6UO( OEAAi NYT VµM MR ¢aimeuoro All BLADE W HV CENTERMATES cortRatts.[vPLe�ox 22) OR f o • ©m© �3 a I© ©,. SEE END WALL GONNFr *ION ExrsTiNc WAss ' ©•®wp•pw®•pa ---------------------- L----------------- j NLtlrJ NUu. s e a 9• a 1 $ 3 1/4- 7• 6 >• O ®O ®®O "VA2)B J mBUr-rsi 1J1- °'®'® ( MET Y CV T M TEoS i.1/1-SNS meYiue Noaoc &M. lro 12- I CEN ERM TES W C Mu. vARaron A7 TALx A6G(E (n9) i ' / ' W/ HV LOC or 5 _ = �1 mil' * 35* I IN 3 * 3 oN SHM it I ; ®••®�©•OO mOa+D •Q M:N. stPMunox ro aafis (^fE��EOU[E ` IN ovnoi OUT HVA OUT * —f/d1 a C7' (EXTERIOR) _—_—_--_—L._ 1 �I N� . ® OUT 6 1/2- V.V. SXN I HVE ! HVF** FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 02D17 MMOO. mc. ®1017 r/SEfW MEML suPPLr, INC r 3 1L E TILur TESTING & ENGINEERING COMPANY W55 nv. JEA se- s., vM. swcuu anxtR NIRM Ll psa,e7t-1Blo . Ta.: t]W)a71-1BJ1 °-Aip1 n"eOOO°1e°^` [s-000ena nµtaR A i1LL1i JI. P.0 noaoR uo. 1 +na7 JE A.S■S.A■ American Shutter Syafems Association, IfIC• 4268 Westr000s Drive West Palm Beach, FL 33407 BERTHA VDA Accordion Shutter System KV. DAM g1 W/ OR W/O KY. WNEDW, BLADE T P Rrscnmox OlD i5-096 a.rz ID/I DMaN ec Ec. MM 07/27/17 2 s DRAWING No ' 7—' 07 1 s SHEEI a B OF 20 ALIERNATE INSTALLATIO W/HV " " LOCK 0HY MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS ,J• W/ n HV BLADE + SEE END CONNECTTaN DETAILS ON SHEETS to A TB OUT IN rLrca;,nzaJss 9 (m94 a a rv. m>",E99N4 x I `V' a®q-©•'1���®• (©�- oTItlI1O1 CR4. MG 9EN M Tl 92r1 V MSTALLATION M HV BLADE W/ HD CENTERMATES ilk djj 0.0 36y ____ � ________________^^_____________.__• ---- IN---- Cxi Hv T..._.__. IN wa"mP.I ©0 HV "T" LOCK (OUTSIDE) 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. HVG+ Pax-lallilewimt Ct01J 2RC0. CIC. IL ECOENa. TAUT TESTING 8 ENGINEERING COMPANY N.y xt ]tn 54 21a ]01 VOCeN flm]6 IWPL]] -mcl IY,tte7eW.avri [9-QblJ19 Nftc A TL 1 1. P.0 rta9io„ u� / .alaJ ° 2 3 -U22 3199 31 ae� 4 3 w 35 (mom ) HDB—HVR OUT (0e" HDC—HVC SYMMETRICAI,_jID CENTERMATE SYMMETRICAL uD CcurrpMAT c W/' LOCK (XT RIOR) W/ (Sar LOCK !INTERIOR) II - IJj HOl" 01RfX R®50 A q® W%1 p 9m. f ,� VM0.L4 RGi% y2® RiY K9-PA O MtO Ip ILL RMWYR YNLFlVC MN GYx6) A.S.S.A. I: IL�.A American Shutter Sysfems Association, Inc. n. „ , 9 4268 Westroods Drive 9 West Palm Beach. FL 33407 ] iIEFN NETAL SUPP♦Y. P'C. RTN TM on Shutter System OR W/0 H.V. WRM 8" (AWING No 17-10 POURED CONCRETE OR I _. -_ POURED CONCRETE PWRED CONCRETE WREO CONCRETE CONCRETE BLOCK HALL OR CONCRETE f� OR coev E REWIRED / BLOa( WALL REOawED BLOCK WALL RFwAED OR COUGNEIE i J A / BL«K WNL FEZRED "MUG GLM / \>CONCRETE ANCHOR EYSNYG GIA(S$ Z t j%EYiBiWG GVS$ . O le• D.C. , F• MU. — r — -] VA S SI� •� J ( j i• INI. ExSDNG GL55 TDa cc r— I I EC • �0 I", GIA�SS (� sNoxxE aU SUET , /: MN �PaWikr+f �� /' It FCR BJdEOMa TO GIASS (SEC y I uN, 5 r t ! I aN � T/T8'.D• YW Oa • � • �' so ua°i�a(s�a:T II fD ON SHNa (COED- W. (LOCITE AT N. CLOSER ` ON 9EEr 19 11 FOR STAGE (DATE, EITN SIDE I tV.DES(D IRATE I ::,TE 1/1'. 1 ; r5M504 Q3 • 1/2- 1 ? W BEET w Ect W (9) r AT fltNEA SDE MW I I II E(RIES Ok 14W, OFQ) �f o hon 1 ' Ox. J/ I I it a USE T- OR z• TAYC I I (TOat/}' S.U.Y.a� / O IG' O.C. /// ------ (u APPUG&E)a211/810 O la' O.C. ----- < I� --�� ` (Son-T4 OWllOY RG MIONF1CIlI I ----- 4/.-0 s.Y.s. Tope1 \ WZ AT V D.C.OµS CATTEE AT DETNL 10 S L s I OR SEE CETNL X FOR 0R SIDE Coo E�CTI N OR ®- I FITNEF 90E OF pi) ) 0R ®- SIDE COIWECYON - G . (() 0 8 Ti .8 1 .®- TO TRACI6 a e • I .®s -�-0 fOfii��'O TO ®- SEE CON AIL. X FON ®^p• Q^ B I 1 •®- D•®-®':LY'©• ' - �� ®-®'v.Y-©•®- TO IRACKa �- END 10 CONNECTION DETAIL END CONNECCTI®0®D®ET®®2 END CONNECTION DETAI 03 END CONNECTION DETAIL ® ■ ONCRETE Ofl a REWwT O4LY fal SPAN9 GREAIEA ilWi 19'-O" ,—EXISTING GLAB$ RCONCRETE EOUIREO BLOCK Wi1L � GEIDSRNG } 1 1ma smaPAra1 8w• .1/z- sus — — — — — — ['__'=_c_:--- ro IXA59 (Sff ' 0 16' O.O. liAlYl! Y n D------ m sm .'01JELT1 O.a �11� ,.`/G''IN. III ' -- � _ ____ �OROOR�OR CONCRETE`� TAN• (D* 10' .. 5 TOR 19 RAGE �( ___ �OftQOR�OR I® ANCHOR i _ `I `EOOROOR�OR 4' MIN. MN. • 5[C W ATplb OF YSE FOR J �® CR® OR® OR® OR© VIEW v Y �- L I OR ®' I OR ®' PLAN X PMIRED CONCRETE OR DONaRE,E TQ«K WALL ���, '®'® ��®-©•®.©•©„ END INSTALLATION REOl4RC0 I ®^®• ®- ©O•�-©O 1 V BLADOR oA BUILDS HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. EdD CONNECTION DETAIL 50 OO •®^®•® •O-Q I C 10 ©� ®-® ®-6.® ` 1 NG CODE Non Ht h Velocity Hurricane Zone \`1,a1 :.•'; F :., 9 = C2017 T TCc W2017 EASTERN MET& s,PRy, Wa V 11 A �+ B RT MVm * IL ECOIwa. A■S■S■A■ Accordion Shutter System ,.Accordion EaeDE VWNWH pI w/ aR HAVE JDO;d�Ut� + • Amertean Shutter Systems TILl1T TESTING $ ENGINEERING COMPANY IgSCIImDDII IUM oM1M Ire Lc 1PA Y.:L. m •.PM. 9WiM, naaw A. Aasoclation. Inc. 1 oLo 1s-ass 1` FTwv : (3➢] 811-I5JD . F. : Ws 8T1- k1 1 MR of/RT/Il \ ( ) un t PaI Wostmaos Drive 9 S/ NAL 1:1 11 'm TO-= m West Palm 6coeh, FL 33a0) 3 nRAW1NG No • _ O t � 1 ` �1 -1 /IFII•'•d Mm A. IWf L. P.E. . 1/-10/ P.E. SlAL/SIG NATURE/DATE ROROA UB 0 a.1G7 e AIMUM SHUTTER SPAN' -L+- OR "L-" SHUTTER SPAN'1 ). FOR INSTALLATIONS W/ „(MFRALATES. © & ® ar o! OR -L - (ft.) FOR ' ONE N.V. LOCK ® or Q or of I IMAMMUM INSTALLATIONS W/ LOCK ® W/ NO LOCKING RODS or ONE W LOCK e1 ®( CE28® 28 W/ ONE W/ NO LOCKING RODS t0?_ LOCK 30 V//TWO LOONG (SEE NOTES t tf) r� bH1 Ng1NTNG ILWR/CEIUN6 TT`I N*I) VWNnNC 1 F/11 uamiu.: k noonlcDMNa IroyNrw9 SCHEDULE 83 AKIMUM SHUTTER SPAN* 'L+' OR 1--' ((L) INSTALLATIONS W & ONE HV LOCKS �W/ OR W/ NO LOCKING ODS (VM3D FOR MOWmNG(31 SHEET T) COxatflE � Via, NSrMU.iWNS RM"�eo rLaR uommsc f• -1 ORG usuemm U W N ]0 35 15'-2' 16'-10' 40 14'-2' 45 IX-4 SO 11'-]' 13'-1- 55 60 10'-2" 10'-t I' ss 9'-5 10'-1' 70 B'-9' 9-4' 79 B'-9" MSAIanON LEGEND CONCRETE & uANSDRr WOOD WALL A. 6. C. D, E.P, 0, MOUNTING F. K & L R. S, & V, FLOOR/CEILING MOUNTING 0. H. I. It, 3 T. U. W & E & M 0 MAGNUM SHUTTER SPAN -Li OR 1= FOR NSTALIATTINS WO WOOD STALL BE UMRED TO 105 IN. AS.D. DESIGN PRESSURE RATING. t HV CORNER CENTEM DC /J MAY BE USED AT ALL MOUNTING wSFA1{AM1N5. LOOKING SPEOTICATWNS EHALL BE AS NWGTED ON LIMIDATORV CONONQN (2 NOTE 15. SHEET 5. tt O c:PT THAT MORMLN SNI M SPAN 'Li OR 'L ' AND MAGNUM ASO. DESINC PRESSURE PATOIG FOR NSTA QiS INTO CONCRETE OR CONCRM SMK SKILL SE WAIEO AS FCl1SNA4 I- CONNECTIONS. TO KEYSTONE MOUNTING LIMITED TO +64,-72 0.1.1. AND 8'-0- SPAN, SEE MOUNTING®ON SHEET T. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" O HV BLADE ON017 mno, ", IL EveOElye, TILUT TESTING & ENGINEERING COMPANY wa nr. xa M.. M.. ma vA w naafi M P. i Uos)an-1s!o. I-; (3npn-1m .-m . RI LR-moans W411R A I .0 " MID A 1 F 44167 AwSmSmA. American Shutter Systems Association, Inc. 4268 Weslroods Drive West POIM B.I FL 33407 (1) L+: M44MUM µLOAABLE SPAN FOR A GNU! POSITWE Asa. DESIGN PRESSURE RATING. L-: NAIL A VWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMNE MAGNUM S➢MI FOR WAIL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING OWEN A POSRNE &S.D. DESGN PRESSURE PAIRING. DETERMINE xw"UM SPAN 'L+' MOM SCHEDULE. GIVEN A NEGATIVE ASD. BOSIGN PRESSURE RARING. DETERMINE MAOMUM SPAN 'L-_FROM SOREDUIE. FINµ MAMMUM ALLOWABLE SPAN IS EQUAL TO THE 1 M OEIERInnED SPAN BETWEEN 'L.,AND i= (3) PROCEDURE TO DETERMINE M MUM SPAN FOR COMBINATIONS IN BETWEEN WAIL MOUNnNCS W/ FLOOR/COUn•G MOUMw05: FOR A GIVEN POSITIVE AS.D, DESIGN PRESSURE RATING: OETERM NC L1+v MAK. SPAN FOR WALL MOUNTING INSTPtlAi10N5 'U+- MAX SPMI FOR FLOOR/CERUNG MDUTMG INsrAUAnoNs. FOR A GNEN NEGATNE &Su. DESCN PRESSURE RATING: DETERMNE L1-e MAK, SPAN FOR WALL MOUNnIX DSTA TN, U MAK. SPAN FOR FLOOR/CEILING MOUNTING mSTAM Tt . FINµ MAMMUM ALLOTVADLE SPAN IS EQUAL TO THE NNWMM 6ETWEEDI 1,+; 012+. 'L,- AND -U-' WITH n"AL MAGNUM AS.O. DESIGN IE MAKMUM M:CHOR Accordion Shutter KV. BADE 91 W/ OR W/O H.V. W1N0 AWING No 17-10 9 e-o" g._0. vC ENO ®Too o�oo ©aqG �aQfa unac an.= ®DO�OpC maaaanfa mmQaQQo [0©ggpa0 ®voQata�i�q ®fF7QQaQpO aaQQQgpo ®aaQpala 07QaQnnfa �pappQO �ppappo �aoggaNa ©Q gaao mpQQapo agagqara ml v M vaapa @ WALL HEADER UOUNRNG Ofllmlamm000f17 ImlmmEanaQ uuura wAUAuuuvOapODOQQ�jic mmmppmpaQOOOOm®m avew�ommonn©�ommlaom000mmmo oq onnmmolz [lOq¢1mm0000QmQmmmODaOp03mmpp®aOpgopOOO®®DOO®C Ic �011121 oon ®O�DOpOpppO ®00pp000�OOOom10 Lamm Od000m®mOgOaa ®� OppOQ��OpopW ao� ommnnoommmmapp�oo�mmnn00000un®omoo v00�®moO o00m0pppg00 mom®vOOR7pmm®OC aoomomooe�ioommmoe000mmi®mom aprnramogrrano M RVANCEDNOLOGYD-SET • SEE ANCHOR SPECInCAnoNs ON SHEET IS ♦SEE UV AnONS GP USE rOR BLADE U ON SHEET 19 mmKNINN go mmmmmmm000gg61®m®OooggppppppppppmmOOqqqqOOq�©gapq mm0 mmmOmggqm®f90 m�mOO�A00®Q�OOga �mmngQaq ®m0o000vOmpmOOOOppQppqC31 aaapm®mOOgpoOOm000o0 luum �mOO�O ®pp��©pppO�0pp0p0�p®®®®®®pp®pp V O ��t7���O0 O . 1 •' O 1 am ��OOdOp mmggaaq mmnagpp mmgOOQpp�gpypppQpq f©m0�napC®mOOVO�®IMOOOOOa [QpQa Fr�QQa�ofa�omaQnq soIN q ovaI� aEamaaQQaq mmmapagp mmmmmmmmgagqam®mOpggqQq®m®©Omgggqa00pppp®m0p�gqjjppqp [OmpOpapp®OOpapapa65pgappppppp®aQaq mQ Q a�agomoQogaQ�mQqpaa®rn���o�oo p�ogq �Tmgapppp Qlap m �] �moopqpEQlsm ID11133 mQanaaq �aQQOn npglnogln000pmopo m000OOR7qO oiopqoopopoom0gooqopoqopoq fF7&7q©®aQp O q �.7QapQQq mnQQ OpfaNiapO 0oppv000000vo9�oovo 1/ • 1 WORKING IN UNISON eiovoq�orgaoo�omogoo®mmWl vatfggpa0M10101 pmgpgppqp0qm OgQOQQagQaaQQQqfFJppaQQaqxlqqqaQOq Og011" mgQQO011=1 m0ess.-nm.in. an011 MM 1 QnQpq aqa �anQnQqm naa=11 011 mmOmpgpgqp ©mQgOQq ODmODaq m0©nQ _ tiQOQQQge v0v00� - - - - - - 6 -J FLORIDA BUIIDIIiG CODE Non High Velocity Hurricane Ion _ >; Exlll am P10+7 Th.rcCO, mG ZIT p ,, A.S.S.A■ American shutter Systems Association,. Inc. 4266 Weslroads Drive West Palm Beach, FL 33407 02017 EASTERN V$TAL SUPPLY, INC. BER NA W-w— Accordion Shutter System HV. BADE #I W/ OR W/O KV. WINDOW GALE TILW TESTING a ENGINEERING COMPANY W.x.x, .»a v.. v.. xa vawv 6µpe 9, np�,p,, �L, Pnero : M071-15n , Ir..: (30Mi_bv W-�10 -&M A Y- L. P.E. i Mm Lk,.70167 x oEmem6x .1 RMTN a: LC. I ULU 15-OBS T/]I/f wre: O)J9/+7 1 T ORAYnNC No %—, O, SILL MOUNTING Cm voo MEN HMORE mmzx:mm MEN eo la v0000to tam a00000 Ml ===M0 ©000 e �Awwp� OOOOO�C I'000000 v00000C sRi.OVO�iC ^ e .] I. µCNCRS TO SUSsMxrE stall BE AS rMaRs. PolAdu CONCRETE (A) To EOSDAD POURED CONCRETE; (ARE rc - J Imp) MOUNTING HQ il00R MOUNTING - 1/ab Tl3Gdv OR TAPCON WU11 SET AYO OIMTNNMMNM ors TECHNDV BY'T µCHOPS, AS NN. BOLT B✓ LT-W. BNIOE%. (u;n, re - 3 eO lG I l� 0.CeC ANENLRB,'CO" OR LPGENO - 1/0'0 , J/!' ALL POMP SOU0.5ET µ[HORS, AS 06 ACTUE0 B! ALL PONTS SCREW, BOLT & sPECULTT COMPANY. (ILn. re . J bT 1/4'. TAPE TAP CONEM ANCHORS W/ EAP µ UANUFACNFED er RORDA FASTEMRS OpSCT. MC. (Yin rc - 2 w) EO 1 W 2O3 W W W Js 90 Ii0 IW 1113 TAPCDN U ToCKN EO - 1/ab U^ON µ 7HIER As NµDFACNRm BY POWE16 FASTENERS, WC..IAND WSMMEO BY ALL. POMIS SCRCVA BOLT & SPECKTI a e e s l• I1 1¢ a -9 a a 6. 1HRFA0iORu LECNNOLOGY COUPAW OR AHr OTHER APPROVED LICENSED M µII{OMD VENDOR RERSTER0 WRN THE ANERKA iluur :Apl DOC F1®C ovp0op Elm In= HE Roo ww uurrr �7000C ©000c �ollalvo c7000O alovoo RO�OG �owao it©ovoo ODOOC mvuoo 10©)Moto m�o0� mnmoo OODpO ol0000 000010 ©�mQo ®DODO m®000 m000e D0000 [70000 oeooe ®DODO voeoo 00000 00000 mOOVO DOOQO OtoOod la0000 RA�oO 700v0 DOOOn s000O ALL SOLD -SET (Md, r9 - 1 Mi) v SHUTTER MI[YS Assaculan, MO ETA' BLUE iM tV/ CAP TAoPERa NOTES 1 &0 UwNw NREDUEM INTO POURED CONCRETE M TAPCON OR TAPCON WRN ADVANCED THREIDECRY IECMNOl9 AAICHO6 ,(Y AND TrPPNV. ANCHORS IS 1 3/4•, µ0 FOR BLUE TM W/ Cµ µeNon M 11/2•. u) iD4WUY EYBEOYEM OF 1/4'0 • 1{4' A31 POINTS SOIro-5EF µCHOeS SHILL SE • 5¢ IPiPMr. a us[ raA T/B' INTO THE POURED CONCRETE N0 EM,,,,aO INTO ST CCO SHALL BE PCMETTU. 1/4.0-20 S.S. UACMNE SCREW USED SHILL BE 1 1/2' Low; NMMM, SHOULD srMse,, g/pL �Sq y,eg i0 mr, AND 1• NIWMBu MR WALLS WRH NO STUCCO, 11 AJ) ANCHORS THAT IN ME STONE BEE LONG MINHH TO TRFAE"�- IN SoRMTMrE Scores SV WALL FINISHES ANCHORAGE SHAU BE AS M6Iekb ON NOTE AI) & A2) ABOVE FOR MSINLIION$ ON WDL S,MC W MV,TN OR WIMOIR METAL SWos CONSULT lies ENCMEER, FOR WSTALLAION INTO DFS WTN WRAC STUDS SE Is EET W. (a) 10 EIOSeNG CONCRETE McxK- (ISIu C-90) TAPCor, OR TMWN WRN ADr, 4 nURADr'0Ru TECHNOnc, Mc 10Rs. AS "W ALTURED W LT.W. ERSLE. - 1/4•0 , 3/4' ALE MMR SOUR -SET µCHMS, AS MARK RO BY ILL RMTS SCREW. BOLT & SPECIALTY MWARY. - 1/4'0 ME TAP MNCRETE µONORS W/ CAP AS U FACTIMED BY RORID.1' fASTFNDb D'RECT, Ma - 1/4•0 TAPPat. ANCHORS As W-VFACTMED BY POI FµTETERS. MC. AND DSoVMEO W ALL PCRIIS sCRET1'. BOLT & SPEOµtt COMPAN/ OR MIY DRIER MPROVED LICENSED OR AUTHORIIEO VENDOR REGISTERED WIM THE µETOMN 9N TER SYSTEI25 rlsoCPnOn. INC. 1' NOTES Ml) M M MBEIAENT INTO CONCRETE MCK OF TAPWN, ME TM W/ CAP µCNORS AND TAPPER+ µCHOPS 3 1 1/4• AND a ps M WITH ADVANCED THAEADFONY TECFWOLOGY ANCHORS IS 1'. e.2) UMwUN FUBEDUENT M 1/a•P A 3/{'ALL MINTS 5pL9-SET ANCNORsi SNNL 8E EMIRELY EMBEDDED MTO THE CONCRflE BLOCK. NO Cost.AND INTO skrrh Ri A BE PEPoUTTED. 1/4• 0-20 Ss M C,mC SCREIY IISEO SHILL BE 1 1/2• LONG UONUW 5NOU10 sMses EIOSi. Nro 1' IIIMANN MR Wstu WITH NO SNCCD. 9.3) IN LASE iHAT PRECAiT $TONE PRECAST CONCRETE PA - PAYERS OR ANY VDICER BE MWD ON THE Caller; WAIL ON FLOOR, ANCHORS !Ml BE LONG ENOUGH TO RFACN THE WM STRMIURE BEHRID SND WAIL FMIHES. ANCHORAGE SNNL DE AS L40wal ON NOTE B.i & 12) ABOVE MR INSTA33ARONS ON WNYL SWRI OR CIS W101 OR WITNOB uETAL STUO9 COIULT Tres MIREN' FOR I ALLAMM IWO E03 HNN METAL SNOB SE SHEET 20. 11 (C) µ;HORS SNNL BE MSTNEID TDLLOMNO AL M ME R[COINULDAIONS NA1 5PECROAMNS M ME ANCHORS WINFACNRER (0) SEE SCNEWLE RD.OW CDR rsor @AYu4r trnt Lorene eo V 0 DE OR 1 V 13 D V WINDOW BLADE WORKING IN -UNISON ME INSTANCE VERSUS SFA N- SCHEDULE FOR A'CNOPS• WpMW ANCHOR GAKMGS AE VALID MR ED;E BSTN:CE MOCA]Fp D60W. W MDX TED R iqi E. D. t65 DV.4 lG M01GiED. REDUCE µ[HOB SPADH; W AxDFL-O VACV0 SHORN W. BMEDME BY rOLL S. F[pICFD SPACMO ODTAMW U51WE fAC10R 9VLL Nor BE Loss 01:.4 "INCULY seA e; WDICATED FOR EAd ANCHOR tt a FACTO t EDGE TAPCON TAPCOx WIM ADWµCED iHREADFO(01 A1L PONT S011e SET BLUE, TM W/ CAP TAPPER + DR•EANG, TECHNOLOGY L WN. sPACL40 CO. uM. SPAPNG - 3• INN. SPI6W IMN. WAD -'3 1/2- uUC licMG - 1• 3 3/4• 4. CONCRETC & CIXSflETE OLOCN wum l-3'Ir fa4£iE BDY POURED CONOVEIC a K"Eo CONarcr e LORD 0aS1E olO¢1£ PW t lot Fy.r IM En.11/2' LL4 ED.2 I/2• COM1YAER (6OCK ux M.3 Iff CONCRETE am ED.r E0.3 I/Y E0.21/Y 1' IA 0." ID 0.78 ! ID OBa 1 1.0 051 - 1 3/4' - O.B1 _ _ - O.a3 - i t 2' 355 02017 TLIM0. MC. L= } IL EC0im, ]� • TILLIT TESTING k ENGINEERING COMPANY aiff ttR ] FL. SWCM446C2IlCQ:A U' vra..: l3a5leTl-ll-1 s]D. �E1ra.: (m}Ta-1ss1 � r- a m«eo¢aLram ,1 E-ox nAL1FR A w rtGRwA w. 1 44167 A.SI.S.A. ka American Shutter Systems Association, Inc. 4268 Westro;ds Drive West Pulm Beach, FL 33407 CR W/0 KV. AWING No 17-107 1.1;WMI Ill. Ills: :I, .. V,-a.T .... ..• JLII' - I, :al I: 1,, r„al IH. .'1_ .II, Imomo . momm0mm p00®Et7iID<ampa00ppe'aFk7pppp©ppp. �00®ppppp �0m0®00m0 m®00000O pppppppd DDOO�©©� m®0ppppp000®gSff7mppOpOptamn pppppppp© rv®0onn©n ®�mmi�mm�invvouvi��vv©DpOo®ppg ��0mg0�DO®00mm�mm00�00�0©00®0©Opp m®mpppppmmmmppmnpOppppmppk70ppppp EamEUppppp00:ooIDppmmQppOpp©®pmnppppppmmn p� 00000 ®6p7QI m0��00 Op�®O Erma Qm000v00{E®{E����mmm0000�ODA�00oo0 FRIEM p� A70 �m��000�0�DO©AOOVOp000vO MIKE DO ��imnoo�ooQ iQmEE=�,=�° ©Q ' oo�i�"u©oiiooa©�vov fa®mppppC��ppmppn��pOpmpnn pEms ppp�pn Iammppppn f�mpp3F7n pe7pmpmnn ppppp nn m®mpppQn Mti�7mppmnn p®OQQp©pnO�n ppOpnn ppNEW oomovv© o0 0®mpppQnpL7pFFlm©vOppm[E7©nnnp�p p®mOnn ' m�im�nne�io�i�ommv�pQov©��imdo��EP"ivv�mo� mmmpppn0fflpppp nnpppppnnnpppm nnv ��m ov ov�vv©oao�vv��iv�QQ©ivovovo 7E7L7mmmnnn pfOmmnnOn ppmmpnQQ ®0®0gpnnn EM ROON 'OODUOe/0 pMoo9iEooOppoo"u'ap�0118, �QQEMEIM MIM Pm1Eo00 iQQO�OFin0oeo0k~' "Om00010 Dd000 m[© 0ppn nnKMMM ====p0®m00vo O 0®mvoeasaeammv vv pn nnnpppptOQnQ fa00pnnQQL']p©"mas��1pp��pCenpppppp0p 00�--- �ODApv00 p0�On000OFiv�O000e �0�000VOvODpOpOV000000©QOODpp0H00 ��0d0000dpitillm 70v��0®OVOnOOOO�0000 0®Ov�OvO �Op©©FpjO ' Q®0pp000�©pa0©�®p 0®OQQQQQGf®��inn®Qpmpn000nCOKlpmnnnn n®mTasanne to©3.TTavnov [alrnv..zaooee ppmnevnn 02017 XTEM. M P iLRC0 * ; TILUT TESTING & ENGINEERING COMPANY �; w•a xl,. ]eu. a s. 'A+..ia-.w+cawo2 ltcna .0 Rwn : a0311II-ISJO , ra.: f]351HT-191 4 1 J,. V.C. ! Uc 1 u16, . tl..:t• T-M a.l. TAPCON OR 1• TAPCON WITH ADVANCED 1i THREADFORM TECHNOLOGY AL POINTS SOLID -SET BLUE TAP TAPPER+ • SEE .1NCHOR- SON PECRlSHCATIOEEPIST LNLY FGR UP TO 47D: -76 .D DESIGN PRESSURE- & FOR SPANS PERLE #3, SHEET 11 I. i J) HV BLADE ONLY AwS.S.A. American Shutfer Systems Association, Inc. 4268 Westrooes Drive West Palm Beach. FL 33407 ......... w TM � LV.RAMAccordionIW/wShutter Systema" No n HV BLADE OR (1) HV BLADE W HV WINDOW BLADE WORKING IN UNISON* . SQ IwXWS Cf Ns[ .y, 9L1! ©d 9,II1 19 I } NOTES ON ANCHORS REQUIREMENTS: Iyoop SUBSTRATES 1..WlNCS ro WYI, nWN Lq $(tN wppp sari! SWLL 6C K mYyWS; z A$5114rt sxLLl COS! Of M 1`01D6WIC: - 1/1.6 VJSCX SKMnsv. IS YgHU(IG1yPF8 9! I,i w. 81p:Lq W/ YRLYON (YEroYfM ON 16 1>. -saYflmW ttv! tw x r/ c-am (Xns) AS IYGGtE➢ AT-DOUCIM M W/ O-a30 EVIDI110N: SI NOTE fX[EPIgN: SEE NOIE 3 BnRY. . 2 G -VRM PM NP xasal W C-Q43 I (N A) -WKS"Rna s a/ a.a.xi Rlns) 2 µ'aOPS i0 MOLLOW'Lfl➢:O sW11 42 .iT Pfll KNlIINC IYYL Il. 41EE! 1) M9 SxV1 1/ - a [OK6f a -YIN 1/3� COY RYgOa (IW6 M/.) UG YAC/s AS PFA Nas Sat! SCEC .O M s. MWJlo3 9WL OE O6TIllfD IOLLOMF IL.Of ME RECGYYFt0.M14s 4VCxM•! WNWICIIIGnI. Nt0 lPC lovx:Ns Or 11W I I' FLGRDA BUILDING Non f1(I QNP ............. �l�C o2010 mrzm. MC CODE High Velocity Hurricone Zone 02D17 MnDFiN UUf SUPPLY. INC. BER A H TM Accordion Shutter System Nc—uCENSF•.•% �,- A■S.S■/i■ A j2 J TILUT TESTING 8 ENGINEERING COMPANY AmeHean ShuNer Systems H.V. HALE gT W/ OR W/O KV. WHOM BADE . x aescWnn6x art cP.6x en Le zns NW. xu st sr. M!, m..ew wcv¢ nwa v: ASSOCIO}len. Inc. 1 OlD 19-085 /21/1 OMe 07/27/17 4. ss�•' �a lldv '.- ORAL. PMn.;(MS)621-ISM, tax:(Mlj81t-fl31 -"'" 0'a?i9 42BB WeStroads Drive West Palm Bench, FL 33407 ! s DRAWING No . E0 .11 warm w nwT J.. P.E. 17-107 P.E. i&jjtCtCA Yi E/DATE naxua u:. It 44161 s 6 SHEET C ne nn �WAU rMi$N 1/I a iMCON OR ITAPCM MM ADVANCED bOzMncRM TECHNOLOGY W 1 I .Min. PENEIRATION 0 BE, AREA t0 DOSIDIO wool, HEADER. kk (SEE SaIWLE DN SHEET t5) �[LS}LNG MIN. 1 REW ply (TII i NHEADERR REOtnREO EI6DNG 1 GLASS-1mantes (off_ + — 1�1 � EftkE ✓flA.9 W SFET III i0R 1EALE$mtr p OM HV WALL HEADER INSTALLATION Bar= G�— U55— t. A MIN. SEPARATION TO GU55 I AOW PEAR (SEE SCHEDULE ON SHECT II) I I 1 I(((I�illlliilj7 t` t NRSH Ii NDOO PU1E�� W \ (� ^m� I 1 f \ 1• MXL /r f� II \ ��1 W, 1 .4 I ~V1J'1 I) •' I{ I { - II IH"o TIPCON OR TAPCON MN AWANCED 11 j 1'z2 I BONI. I (I TNRENEORM iECMNOLOGY rv/ 11/2 _ 1 ' i 1/A•O TAPWH OR iAPCON WITH AOVANCEO i• ND}F' f 521 PULE I) «61A51 W DO S 1NREIDEO WUA TO MREADFORM TECHNOLOGY W/ 1/2- 1/I'a llFrllN OR 1Gn. PENERMnDN Of TMREMED AREA INTO PLYAOOD I \\ TAPCON NiM PaYANCEp I -SEE SHEBI A TOR TYPwAI I .REOb (SEE scacuE ON yOET 15) (SEE StNEWIE ON SHEET 15) E%IStING MIH. 2.1 I(1" NK CDlfj TXREADFORM }EGHNMOC SHUTTER MSEMBLY. I II WALL FlN15H SfU05 O 16' Be. WJI PLWIDC0 REO'0. W/ 1/2- Mra PUIETM}ION Or 2-MaNNTWu- SELTONs BIN, BE i 1/2 MK COX PLWIWO REO'0. REO'0. PLTNOOO 70 BE WILL FIMSH� TIWUDEO AREA '1 TIIY.'� COMBINED N AM WAY TO RMIG vI.. 2'.4- SWDS 0 16. O.C. NIx. REO'0. ATTACHED TO SRwS w (M SCNCDIEE ON sNm 151 5111I AlY wSTAWtwet ® HV WALL SILL INSTA I ATION M)DD TO BE ATTACKED TO STABS IN ACCORWNCE ACCORDANCE WrtH I SEOUON 250a a THE FB,C, SECTION 250E DF THE © HV WALL SILL INSTALLATION ♦ SEE LP TwNs ar a or WAI I cN 1 INSTALLATION F.B.C. `t CN WRH R MCED THREAOPORM iELHNOLCOy W/ 1 1/2' M:n. PENEIRVION W }NREMM AREA TO MUN0 I WOOD XEADwL (SEE ScNEOXc 04 SHEET 15) I MR 3PA. IGI /�1/A'0-20c1/H' SS MMMNE 1 T (�1 I OR �IN E (D.IB SCREWS W/ 1/4•-20 IMS pREVCE I I a 12Ano- 1' M0.C. 1 al S¢I 101�OR h .i IXISIIMG I 9ILES mtr® , 11 I :ry 7.1.W&ISM -OCR EXISTING um. IR '` 'AM'�,••1 � w� 2W WOOD mm J HEADER REWRED II ('13 ` '{ I/Ib TA W OR TIPCON xiM ADVIHCEO t I , b 11 -{—iHRREMFORN TECHNOLOGY W/ 1 1/2' EESNNG }— MIN: SEPARATION TO CUSSEXISTING w000�MEA0E0.EA R)ED AREA 10 (SEE SCHEDULE ON SHEET 11 F " GUSS-y I 1 {I SCHEquE ON WEET Is) 2".4' COW. SILL PU}E ON REO'0. HV WALL HEADER INSTALLATION ATION OO HV WA I , INSTA I eT10N I I MIN, SEPMVMN TO GVSS I 1 1 MN, SEpA4AiI0N TO GUSS I �) EIGSRSI� (SEE SU1EOUlE ON SHEET 11) 1 ' 1 J�(SEESCNEWIE ON (�LEH',JJ'(I SCRE Si IgOW011 !r@LpJ'I) , u cNNE ExRo S5. y � �MAaIINE SCRflK W/ 1 I'\- I MS�AYial/A�'--3U IVTS �11O1/<4 -20 NVDISRI/I0 C� I 12- C 12' OC. -; i BVDE Dj.IG4 sNEn Is. FLORIDA BUILDING CODE Hon High Vebdt 1 TI %SH rz '�'�. D2012 1RTEC0• INC. ®20I7 EASTERN METH <- �1'y�Pti......... ;{tiT _ vcENs''"•.� BE T A 1L EcoE■C. A S S A Accordion Shut ■ ■ ■ ■ HV. BANE #1 W/ OR W/o KV. 'O �,'//� nwr TESTING a ENGINEERING COMPANY American Shutter Systems . R as�wm,N w1E 'AIEOF w5 N. xn s, 1.. 3el. Xw'.. uvomS Nnav, y1 AssoclaRon, I" I OLD 15-085 'et.p0SX171-1w, 4268 Weslroatls Drive 2 ftpS'• anAiDrp�]: aE{�tPv - ��"'O��o "n West Palm Beach. FL 33407 .I P.F-Sf�N/L�k1rxw!'lfnnir WL1txAm a.. P.E rtOw0.q ut. 4 AYRNB No 17-10 .. `wML .*. T = lf( 1/Kb LdPCON pp TMUD WRH pOJM 1 x IHREADFORM TECHNOLOGY PENeTftAibN COSNGOT nGP [O Md 1E (SET sc WopO N sma ls¢ uHEnuIL oN ErtEr �f5) K; 11 .. motel 4 1/4 a-]0d/4• S.S.Ep PHILUPS 71AM HEAP 10 BE CEATIECO oY i. j uACnNE scREws REL151FRFD EmNECR OR . W/ 1/4'-1O NUTSARCHna PRIOR TO Do i O 11' O.C. SHUTTER NSNdUNON. J 1 A �a t T/A•P TAPCON ROR E TAPCON AD ORM pWMCCD .ISM K/ 1 1/DRN TECHNOLOGY ( Nu N/ 1 1/2• Vin, PENETRATION �% QF 1NRGOED MEAT EOM-�^- r_'i;'i i 1 :gl ;+.,i, �9PTIONN, o dmwc W00o HFAOER. (SEE sCNEDUIE oN sNEEI ,S) % % dpai,INS 1 dSnNc NW 314' II la/OER REQ'o IM. s PARANON TO GIASs - t ( (SEE SCNEWLE ON sAiET 11) EYRTIRW WES- L I Q HV WALL HEADER INSTALLATION t ma¢ J ,IIw RINE TEND 1-sE. SHAY . roa nwL sN,Iroe AJ}INIPY scarols cw rp ccumTo N AN, WAI a un paY to curt rNr PlsTuutma THY- C�I II N _ WN. SEPARATION TO GIASS J �U, AN y� ( (SEE SAWEOIRE ON SHCEI 11) C)O TLIS 1 1. NU R3�1 WC dSNNC cuss 1 ''\ DANSGo-� WM ALTERNATE_ Mx " / 1 i LownoN © ' 7 NP.. LJ 1//�•� 1 OR 116E Q \4 % (if ARK QECN PF'OLNf.D (Na 1/4'P TAPOM OR TAPCON WT)i ADNANCEO M0. LNIN( MREAOFORN TE(RINOLOCY W/ I/, W/ 112- Nr. PflIEIRAipN O IT OF Tn O AREA TO EXISTING WOOD HEADER. r (EEL sGREmtE 04 sNEEI IS) u /Ia.3/4- s IA.S — 00'O.0 I ar © or t© I CPO HOLE A SIW Te i 5/I6'P LAB AT CdTO Of d ITING "^ CLlss -1 .. iQ OR EDGE (T APPU •AA , EXISTING W90o TRUSSES OR RAPIER a 14' O.C. REQUIRED )GETTING SO]TII /4• Ah . INK. Or 13 OC © 3)s/f Gb 4G T' RREffi TO III,•I(IyM[1(IIY' •24RER IRM LOCATE W SCREWS AT IWOWO,M OF FASTING no UMBER. (2' NIA. NOMAD, PENE MCA IN$N MAY. BIWA I FOR OR W DIANA nR D OR V 0 STAL J SEPARATION I I I(SEE SOIEgRE I I IeN SHEET il) I I t I ( I I I $, 3 EDGE OF DECK IF MPNM T/A o IRPCGN OR TAPCON WITH ADVANCED % 1/4•0 TAPCDH OR TAPCON YfTN ADVANCED t,,,A,,FOS. TECNVOLOC W/ 1 1/2• M 2• NW. TECHNOLOGY W/ 1 1/1' NiP. PENEtRAT�ON OF "ORDER 1 NM' P-cNETRATpx Or www I PENETRATION AREA TO EAST IC WOOD HEADER. (SE sCHmOE ON sxrcT IS) MEA To d6RNC WOOD HFADER.I (SCE S�a asFOR srst lPE W�HV FLOOR INSTALLATION SMEAIIL 0.v SM[E ,$) I Anna QX HV WALIE-OV R INSTALLATION FLORIDA BUILDING GODS Non Hlgh Yelodl Hurricane Iom NSF'•`?: Im, METAL SUPPLY. INC. ' IL EC O [Na. BERTHA H TM A■S■S■Ili■ Shutter System TIWT TESTING 6Accordion R W�0HV. WN70W BADE American Shutters tems & ENGINEERING COMPANY JPJ. W:p:A Glppg. Mwo,A J316 wrt pwIP1 ae LcWJM6JeovJ4 AS30ClOROn, InO. A PP... t (w3wi-Ism, , re, : (3n)sn-,m, 426B Vieslroods Drive ]/2]/1 wID D]/D/I] -'"Olul'^^West PRIM Beach, EL 33407 DRAWING No " N.4TER A TM1YI J4 P.E, AT. IOC Jr, lT 0.OaDA 14 / ..'a, r l END INSTALLATIONS In HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN WOOD STUDS n.• , .w, r,.•. ¢�, SN95 MIX .Pc,m a soc rmlm nrss— L _ L"o 5 C;•L3-4•C4•J•(S• �-4�•4+•cs•�+•a END CONNECTION DETAIL rp r 07,7MMM .qQ uAss' / \ II —IRIVF x•vZ rm..�nat mwo Nsn a am.9 n nra�m ,umm eie•�e srs J ll R. I � R. . 19 __ O� nnaao. m um�+n.wn u •ten mVr..ecen if .ENO CONNECTION DETAIL • rramcs oAr,m svaa carrzR wv .r-a • SEE WJ ATIONS OF 115E rON BLADE SON 5N ,9 I I = .......... , ;-yj :_ UCEN, v� ; • y +1 O 9 s * • cmn mrrx. wc. IL ECOI.a. TILUT TESTING A ENGINEETBNG COMPANY rnmw : (smis>I-u» . rm : (xslaol-"" I M-0:46,19 -kWR A TYR PL RORO4 �`' 1 .187 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrwds 4M,e Well Palm Beach, FL 33407 HK , P.E. SEAL/SIGNATURE/DATE ' s ' s � A 1 6 I I MU& SGPPLY. Ric ERT AFC- VF— m lion Shutter System OR W/0 H.V. WNDON HAOE ON ott mum, er: w. ,a5 1)/1 IWG i/2T/,, DRAYlINC No 17-107 �7��/=1A7�1• 9 6 91 9 9 bl 91 R ONRENENISI ' TOP k BOROH W ( a Ala 6 7 R0 V eK NGa ELEVATION "9rAwna+TO COS JE A'iAAE iN Sfk2E 11 FCR HKE �{: ---------------------------- ----_ A`D W,Ns 9Q.T 1W FAVESmk Q 5<---6-��------ -- --- Col T-- P. WSr/uu> W JIXNDRUDEs A" 1. W. ASO. DESIGN PRESSURE RATNO: a110. 2 NAIL SNIai[H SPUL 96' 1 ALl0AE0 YOaN@;LS A 0. 0 k N Ox 9¢ET5 6. ]; AS WCIL M YO'LNaxGS Y. O. r, U k W ON SHEET$ 16®®tr 1/]��/.-�}A./.� A ONLY EENIERW1i E BOR aPPOSWOWlATOUiCCE. M VSE OF Ir;E YUSi BE INCWM ONLY AT CaUDDR ASS SDE OF '; 5. (A) W -Oc`4 9tA0E 9 SIYAy ONLY NLOM A YAMYIRr W 5 OPdWOS (]'0 KJIESI FOR © P91 91/lE AT SPA(bIGS SIIDFN ON SHEET A. M YW. CLFMM:CE T06l Tw OR GOrNY EaOE W IN YnxWN BIAgO W AN/ O'C XOLL rW CLi1 S1ULL HE It'. (C) FWsr OR L1.jf OAOE mum CUT FROM SiMRRS AT ENDSwY BE sUNv WNIOM OE �iN (0) W NNOOWISUDE I©U1 BE YSID IE] TE TO A E0110 IN BUBE01 TNRGILMOIR 9Lri[R's mOd. (E) CF{MAWTEi 51W1. uWATE BE INV U AOYEF]0 TO A GOLD W BLVF I AT EINRR SEE W TNa. (F) PoLYCIABIWDE W MMU'.Y Lam. 9441 BE a6iAllfO W i�f6E Pas FACE rHE RIILROR W 1NL WFNOIO xG PROIFCrfa. NV WINN.i LLS' WET BE OMLT 01S'U1lID .ENO lOC%m IISLNO A MI 5[RWO N W DUM 8Y T BE LNO e. RE ANCHOR SPACING ICHEDUCE FOR DSTAIme aE LN10 M (FE No I * 2 AB VE 9:RT 15. AS IYRD GY SP.W AM M4p1 LOM (SEE MOIf$ 1 @ }ABOVE). ' ]. SEC ANCHOR WACem SCKONE FOR B'SO DOM MTO PoYREO CONCRETE OR CONCRETE BLOCK WALL ON SNEER 12 k 13 AS UYREO W SPAN ANO OESENI LOAD (SEE NOTES 1 tr O ABOVE). G. UeK m SEPA TION RI G1/$S SCHEDULE. PER A E-1996: WINO)ONEII I Ym^.NUY sEPAWMIN TO 0IA59 l TNRU ] mmc� I) I y iL4p,2��a' E\I' �lE//%vUNgF .V9'.' V VnB am1> mTFCD. owc 00001) EASTERN YETAL SUPPLY. he. IFAS S R HA V, I, Accordion Shutter SystemL 12 % OZ. . -_0L•'. FLnO1E19X .`=(4�1t -�"�...... '-ss)�NaLE �'', •�• n P r CCLI ,lvrmN Ti IOf /nAic TIWT TESTING k ENGINEERING COMPANY DssX.Y.#tA s�, 6N. ]a]. utca c'ACDa, Ravin. vlt pJB)1-IS]D .FPS : (.IUS]O]I-ISSI -'"Ea N-ao SOlg T M,AWJI I'. P.0 ROROA Lk. / 411.1 NI American Shutter Systems. A99Ocla}Ian, Inc. 426R vlasvwds Driva. West Palm Beach, FL 33407 v. MAXaA®I w/ OR w/o Itv www anDe n oesuunOX OAIE Oanmt Oc Ee 1 IXA I$-085 /T G2 O)/2]/r) 9 a DRAVANG Na-/ /-1O! LA D Sloss)To STUDS T—I' Y TDC SCR bN I rN`5N 9 ttWoc r„er AS IPPUCME i T o N D651,NG GLASS I VIN. SEPA 71(1 TO cl A —(SEE SCNEDLU) 1 Ow.) m * GENERAL LMITATIONS AND CONDITIONS OF kISF FOR BERTHA I HV B ApE AQfQRDj0N SHI ITTAR SYSTEM IEI TU&1 A710N TO MEEAI STUD WA I S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psi) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WfTH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID ----- V7 12 8 FOR CENTERMATE 21 APPLICATION WITH BLADE lO "MCK ;N6E .04di..., x'vAB:[50 6. O.C. 6• ' V u,L n �."� MAS L HEADER/SILLST 0 Min.) MATES ©1 2.000 ND,_ 3® i/4"a NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION To CLASS SCHcn1 N F S 3.000' I' M0A 4x LENGTH . I- ® 1/4"tl-2pX3" BOAT MUST PENETRATE 7c 1. 1.373' ,' aw• r o50- D1/4'D-20 THREADS 43 1/4"A E CO CONDUCTION PRODUCTS FA13—LOK Hn COMPONENTS A6 IPPL,G/.BIL SLUE: 3/8•a )• MOM) -- i 3/.•. 6 1/••. son' IN.t° Yn. mv. Stan. r .. CRNofEL ASiII A-W3 GRIDE .o Yh f-W CALVANIM F°51QIEo TO $MR N. SFPAVHIION Ypn' i N/'(o) f6.IJ2• ip( 565E{5 0.Y INTERIOR h ExsDvGR rCr WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 i I- 4 4- a `_' 1 2 I--3 ,/<" Om.> ( (Cent) 6 IJp" (iyp5 HYA �(6•Min.) ' 24 7- 7• NVB BLADE SLACK DETAI HVF iiL EP 0. Tl Dian mrtCO. MO. \GEMS •. n II L TAUT TESTING &ENGINEERING COMPANY t ,•' ease n.". 3nat u, n..3m, nxuu 0e.^On+A rtam. 331 1•7 F�e�. t (30�)D)i-tsx , rn : (3as)en-,63, •. o,�;•., Al Aa -•001 a°H.<em fs�p� �••��t•��•''K.,� MIER A !1U( . P.E P.E. S(7KpuxAIDTiE%DATE no U` I uIV 6 1n., s1xK •'� FLORIDA BUILDING �.c■c. A ■ S7 a7 A American shutter Systems A890C10t10n. INC. 4268 Westroods Drive Y(est PDIm Beach, FL 33407 VIEW Y SIOE CONNECTION TO TRACK CODE (Noon High Vvetocity Hurricane Zone 02017 E/S1ERN UVAL SUPPLY, MC. B ion ,, Accordion Shutter System H v. aADE y) w/ OR w/o e.V. NINODY! BADE I .,, a3rt DR°m1 Le 1 p 13- 8 1S-e85 'T/1l 1 0 wlc mJ27/n 3 DRAWING No 17-107 6 SHEET 20 OF 20 °