Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL1 1/4/2018 Florida Building Code Online At IE BCIs Home I Lag In I User Registration Hot Topia I Submit Surcharge I Stats & Facts i PublicationsFBC Stall BCIS Site Map Links Search I Florida ji �"I Product Approval nn��::++aatttt 3 USER: Public User 4 �x Product Approval Menu > Product or Application Search > Application List A Search Criteria I FEB 0 9 2018 I Refine Search ST. Lucie county, Permitting Code Version 2017 F 389 Application Type Product Manufacturer ""— A= 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 C- -1, pe—n� _ a....u—F;— FL# Type Manufacturer Validated By tatus 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 me 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. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if May have one. The smalls provided may be used for official communication with Me 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: Credit Card Safe 4 M3 Uri SCANNED BY St. Lucie County https:llfloridabuilding.org/pr/pr_app_Ist.aspx 1/1 1. SERMA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION MINOR (P,EHASD.) HBEEN U FLED TOR COMPLIANCE IN ACCORpµCE MHI ME 2017 (60 EDNpN) OF ME r,I BUILDING Coca, THIS ACCORDION SHUTTER SYSTEM SMML NOT BE LYSTALLM AT RON 9ELOM+ HURRICANE ZONES. DESIGN WIND LOWS SHALL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED COOS FOR A SkSIC WIND WOOD REWIRED, BY ME MRISOICTION WHERE SHUTTER WILL BE INSTALLED IMN A fMRECT01RAL/tt FACTOR Kd-O.B5. USING ASCE 7-10 AND SHAU. NET OICEED THE MAXIMUM (0.5DJ DEMON PRESSURE RATINGS INDICAED ON SHEERS 11 THRU IS. 19 & 20. W CROON TO KSFY ME ABOVE CONOMM". ULTIMATE 0ESGN WIND. LOWS OETERMWW PER ASCE 7-10 SHULL. BE FAST REDUCED TO 0.5D. DESIGN HIND LEADS BY MUEYAL G MEN W 0.6 IN OROEMTO COMPARE THESE W/ MAY. (ASS) DESIGN PRESSURE RATINGS RW4`A1E0 ON SHEETS It MRU 15, 19 & 20. IN CROM TO UFRUY THAT COMPONINIS µD µCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED, A W i INCREASE IN ALLOWABLE STRESS FOR IYND LEADS WAS I= USED IN THEIR ANALYSIS. HDWEVER. A WHO OUMRON FACTOR CO-1.60 WAS USED FOR VER19CAEON OF FASTENERS IN WOOD, BERTHA H.V. ACCORDION SHUTTER SYSTEY'S ADEQUACY FOR WINO AND LANCE MISSILE IMPACT LOW HAS BEEN YERYiEO IN AWORDANCE MAIM SECTION 1fi69.1.R OF ME WOVE MENTIONED WOE M.PER At, REPORTS: -W GAME O' 10214A1-03, 10715.01-03, 11034.01-05, #1214,01-05, 10317.02-D% /OEGROI-10 AND t0210.01-11 AS PER TAS-201, TAS-2G2 µO TA4i-203 PROTOCOLS AND ASM'E-,W, AND E-1996 STµOMOS (MISSILE LEVEL D, WIND ZONES I, 2 & 3) & 11220.01-10 AS PER LKS 201, 203 & 20 PROTOCOLS WISE MISSIE. -W WNSOUM RUDE m F0505.01-08 AS PER ASTN E-1886 AND E-1996 (MISSILE LEVEL 0. W1NG ZONES I, 2, 3) BASIC PROTECTION ONLY AND ( M5.01-09 AS PER TAS 202 PROTWDI_ 2. W BlADE0 AND W WMcoN GIADC 0 ARE En,aERa, M W IN UNISON MAIM GW OMM UNDER ME GENERAL UMMTIONS AND CONDITIONS GF USE INDICATED ON. SHEET 19 31 COMMA KV, ACCORDION An (W 9CRECS), USED AT BUSES IMRKIGE AND FOR DIRECT MOUNT CONNECTION TO TRACn SMALL BE (14A2.7S' AND t14A1.75- PSPECTNOY, 410-M MINWUM SERIES SrAWI.F55 STEEL SCREWS WITH 135.0 W YEW STRENGTH AND 180 W TENSILE SIRENGTH. PINS SHAL BE CGTEO WITH GDONA W DACROSMELO CGRNC SYSTEM AS NAIRUFACMgEO [N µM CODE COATING MPLGiORS, REGISTERED W µ ICAN SHUTTER SYSTEMS ASSOE rM. PINS MUST BEAR THE W MATING ON THEIR HEW. 4. ALL ALUMINUM EKRKISErn S BE ALUMINUM ASSOCIATION ALLOY .MAD TEMPER AS WMGTEO ON SHEETS 2 AND & MIMMUM MMa STiEnM FOR 6053-T6 ALLOY IS 30.0 W AND MY L41 MDR 6005-TS ALLOY, 5. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 AISI SEINES OR CORROSCN RESISTANT OMMO CARBON STEEL AS PER M 500M8 MAIM W Let M. U, SSENOTH AND SO L MIN. TEFSRE SIRENGM AND SHALL COMPLY W/ FLORIDA GUILDERS CODE SECTION 2411334E 6. BOLTS TO BE ASIM A-307 GALVANIZED STM- OR AIA 304 OR 316 SEINES SMAIMLSS STEEL WTH 35 Id WNWUM VELD EMIE, TIL 7. SEE ME FOLLOW.NC SNOT$ MR µCHOP WEEFKARONS: W MADE O : t2.13.14,15 AND M W SAFE () & @ WOSRING IN UNISON: 12. 13 & 15 & THIS BEATNA KV ACCORDON SHUTTER SYSTEM BEARS A US. PATENT /6'779,582. COMPONENTS OF THIS; APPROVAL ARE COVERED, W WHOLE OR IN PART BY U.& PATEN 15.458.179 ISSUES TO EASTERN METAL SUPPLY, INC. 9. R $HALL BE ME RESPONSIBILITY OF THE CONTRACTOR M VERIFY THE WURDNESS OF ME STRUCTURE WHERE SHUTER IS To BE ATTACHED TO INSURE PREFER ANCHURAOC CONMACTOR TO SEAL/CAUUL ALL SHUTTER COMPONER EDGES WON ROMAN, THRU FASTFNWG IN CONIINUCM9 CONTACT MAIM ME BUTEMn to PRMNf WiNO/RAIN iNMUSIOv. 10. EACH UNIT MUST BEM PERMANENT LIBEL IN A WIRSE PUCE WTH WµNR.D NOTE- DURING PEODDS OF NURRIGWE WMNNGS HOME EVICT. TENWI. OR OTHERS. MUST FCOPERLY CLOSE ALL W AND M CENIENMAIES AND ENGAGE OR LOCK ALL HV AND, NO LOCHS. I I. SHUTTER M0.NUFACTIIREA'S LABEL SHALL BE LOfiOND ON A READILY N9SE LOGMIN AT ACCORDION SHUTTER IN ACCORONRCE MRH SECTION 1709.93 OF FLORIDA BUMWC CODE ONE UBO SHALL at PLACED TOR EVERY CKMNC. LAGGING TO COMPLY WTH SECTOR 1709.92 OF THE FLORID EUBDv1G WOE IL BERMHA KV. ACCORNON SHUTTER SYSRMS IILSTALEATICH SHALL COMPLY WNH SPECS INDICATED IN INS CRANING PLUS ANY BUNOW6 AND ZONNG REGULATIONS PRONOW W ME JURSEMETM WHERE PERMIT IS APPUM M. _ 13. (e) THIS P.EO. PREPARED BY Me ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFOR IKEON FOR A STE SPECTTIC PREMECT: Le. WHERE THE STE CEIORIORS DEW.1E FROM ME P.ED. (P) CONFRACIOR TO SE RESPONSIBLE FOR ME MEMO". PIRCN0.SE AND INSTALLATION INCLUDING UPE SAFETY OF THIS PRODUCT, BASED ON M5 P.E.D.. PROVIDED HE/SHE Was NOT SENATE FROM ME W"I'Mon OETARED ON MIS OOCUME., CONSSMCION SAFETY AT SUE IS ME WARM IT0R'S PF3P0RlS8RIK. (C) THIS RED. WILL BE CONSIDERED MAUD V ALRREG W ANY OF (d) SITE SPECIFIC PRO.FECTS SHALL BE PREPARED BY A FLORIDA REGISTERS) ENGINEER OR ARCHITECT VMICH WIN BECOME THE ENGINEER OF RECORD (EWER) FOR ME PROTECT µD WHO MARL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENCWEER TO ME P.EU. ENGINEER SHALL SYBIN TO RII$S UTTER ME BITE SPECIFIC DMWNGS FOR RENEW. (P) ORIGINAL MD. SHALL BEAR ME GTE AND ORIGINAL SEA. AND SIGMMRE OF ME ENGINEER OF RECORD MAY PREPARED a. TABLE OF CONTENTS GENEML NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM WMPONEMS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WIMW BLADE & WINDOW DETAIL AREA 2• HV BLADE (D AND Hy WINDOW D AOF (TAl !WHERE APP .411(•�al Fl TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SLEET 5 INSTALLATION DETAILS A-F, CONCRETE/SLACK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CEMERMATE ogT NV SHEET a CENTERMATE ALTERNATING DETAILS W SHEET 9 ONE CONNECTION DETAILS 1-6. WNCREM/BLOCK SHEET 10 WIMUM SPAN TABLES !MEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BL SHEET 13 ANCHOR SCHEDULE- CONCRETE & GLOM( SHEET 14 ANCHOR SCHEDULE- MOD SHEET IS INSTALLATION OErA M-R, WOOD SHEET 16 tnEALIATION DETAILS S-K, WOOD SHEET 17 ENO CONNECTION DUALS 7-12 & X. WOOD AREA 3: NV WINDOW BLADF R SWEET 18 ON Y TYPICAL SHUTTER ELEVATION AREA_ 4: HV WINDOW El ADE rl ON SHEET 19 Y LUST ELATION DETAILS. NUAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 11'��\` .... ....•�r%✓i o2017 RUEW. INC. 02017 EASTERN METAL SUV LY. INC. T V,M L Be ,,■a. A S S A Accordion Shutter System C,//([¢/' : �} R ■ ■ ■ ■ Kv. BARE Ql W/ OR W/0 KV. W NDOW 4ADE b 1Ai[6F% TILET TESTING & ENGINEERING COMPANY American ShUffer Systems ILSFs,rTIIN DAa IwM Br: Le �` vLL »9. ,MATT n, s,,..wa „v,„,14ApWy RptN y Assodatlonl Inc. 1 Otn IS -Was )/x7 1 at0 07/27 17 Ph..: (3M))OT-153I , Pot : (3O3)671-153I 4268 Wes(roods Drive 2 DRAI'TNG 27 _ West POI. BeOeh, FL 33407 5N. SS��NA1 i ll''' »AUER �'1.. PF 17-107 P.E. S`EAtfS(6M hRE/DATE KGR6A UN. 1 44167 4_ 1 1eurrr UNDER US PATENT ® 5458179 OF USE OF BLADE -WON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE %Y/ HV .R 1.917' ACIL O 11 HV I IN H coca 0 FIEO FOR USE W/ NV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER IfI XYNY4Nt r I r .ce2• 16, SIDE ANGLES QUALIFIED FOR USE V2/ W Ow en a• B m. 4as5' 3HV LNIVERSAL FLOATER QUALIFIED FOR USE VI/ HV 8L EQL 5005-75 ALLOY AND TEMPER HV HEADER SILL OUALIFIE 6065-TO ALLOAND TEEPM0�XONL ALUMINUM ANGLES QUALIFIED FOR USE V// HV BLADEd ONLY. 6063-TS ALLOY AND TEMPER �4 NV DIRECT MOUNT OUALIFIEO FOR USE W/ NV BLADE 6063-T6 ALLOT a TEMPER. G HV WALK —OVER TRACK QUALIFIED FOR U E VI/ NV BLADE 1 6063-T6 ALLOY AA D TEMPER 2' 5" VA. I/e /' 192- 16 0.2" 19 2.5• (�0 HV 90•1180_STARTER, QUALIFIED FOR USE W/ NV BLADE ( J 6063-76 ALLOY AND TEMPER 6> " 994• 679.1 M. 842 Q. 1 • ers G9 HV TRENCH TRACK QUALIFIED FOR USE VI/ HV BLADEn ONLY. @ HV RAINGUARD QFORUSW/ H 6063-TO 8E(l 0.LO TEMPER. ,x t''• ,1 -ram Yam•• • •r(�f �. vl :• v sF•,, y ?c � �•� ! Tt T(TATt �..At O�; •, 5 P,p••.�RIDI` •`a4,I3P s'°N t?6� D c'•Rr., r s I, )D..r stall DLIECO. ma. LC01H,I A.SmS American Shatter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 0.201Y EATEItN METAL SUPPLY, MC. HV.AccordEioRn ShutterSyste m 8Af1E B1 W/ OR W/0 KV. NINDOW MADE TIWT TESTING a ENGINEERING COMPANY e0ss x.w. Mu Say 4ucxW 9Avowe awd A14 P.m,. , (ms7an-1ss9 , m.: (30shr-1Ul •-.do�000eiro.� WIATW 4 YAW In P.E. rtoRnA LE I u1s) n. x at, Mo. Mn MAN . La 1 OJl IS-OBS )(2) 1 ds 07/27/17 s s DRAVANG No 17 107 7 "T" —09K CENT RMATE 7 LOCKER FOR "T" LOCK CENTERMAT " OUAUFIED FOR USE W, W BLADEQ)OKLY OUALIFIED FOR USE W/ W BIAOE 1QONLY 6063-TES ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER LI 093' 1 31� N VElCE 0 G ROD OUAUFIEO FOR USE Yi/ HV BLADE i & A� 6063�T6 ALLOY AND TEMPER ® LOCKING RODA OUAUFIEO FOR USE 1V/ W BLAOE','Dl 6063-T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/I6 6063-TES / 11 • 1" �J L-3i3•a C6,L HV 3/6"0-16 Af QUALIFIED FOR USE W/ W BLADED ONLY 6063-TES ALLOT AND TEMPER 'J QUALIFIED FOR USE YI/ HV SILAGE 1 & +A 606]-TES ALLOY dNO TEMPER 21/>' 1„•a (S-'A HV 1 /4" 0-20 AISI 3M °� � ^m uv: PAMFD 'MAD Lam 9 (OWDK atAlm) HV EGRESS LOCK > '11 QUAUFIEO OR W/ NV OUAUiIED FOR USE W/ NV Q�ONLY. BIADEQ& +ONLY. 0o, SIB- M�gDERO,9- ]' r AFTER RNE101 BEFORE RMeTNO 1/4"9-20 x 3/4" S.S.THUMBSCREW 1 /4"0-20 RIVNUT* �SCPoF6 wH ALU P (0>.-T) IMerl HALE "Ict W, 1.9»'I Sxm NVIDEDT. AM I D6iU, At M"NfKNPFD m AY EL DxOmf IlnaEx. PNmaamT. Im. ,Near 0, OR EW HV "T" LOCK LTIERHATIYE LOCK QUALIFIED FOR USE .'.t FOR USE W/ W W1W BLADEC ONLY. BLADE Q ONLY. SE i O -' I B V I GO TIUNEO e/ePADER El xEY CnINDER 0..87V Mb 1 .IDS' Nm a �E OR NE t.5i Ili LYLrvDEN BY REGENT NARMARE MOROSE LOCKS SERIES 2333 NO,EO;K� BaT LOCK. QUALIFIED FOR USE %Y/ HV BLADE 1OV & )1+ C2017 M1EW, vYG 02017 EASTERN METAL sMP,,Y, INC. ART I� Accordion Shutter System IL E C O ENc. A S S A Tip * TIWT TESTING , American Shutter Systems Ys H.V.vl AEE $1 w/ ca w/o Hv. vnroon aonE . x Lasce,PnOx mtt mums e.: Le. , &ENGINEERING COMPANY wa xx. ,au, st su xa neum LAmMu, rtopw , Association, Inc. 1 OLD 1z-O65 T/>i + Wa: 0>/I>Ali �•�- 3 Pnaa.: Lms)VI-Im . Pa.: (x3M>t-+sel 4268 Weslroccs Drive , -: 'O�''•�ORi01:r'a4. td` ss/iO%+�A _ �D.:w 9.aa" West Palm BeOCh, FL 3340, , DRAWING No y fn\ rd w+LnA A nLUT ,,. P.e. 17-1 O7 P F ?;Fn den IRdim uc 0 44,67 , -. -_ SHUTTER ASSEMBLY SCHEDULE FOR HV t HV (D HV BLADE 1 (9 HV BLADE )A HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE nSI 302-303 SERIES 0.870'z3/I6' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ 88 HEAD t ® HV 2 3/4' ACCORDION PIN W/ 98 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW ;i) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR 3OTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(iD OR 4V ® BLADE. '2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT _XTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tU 3ADE WHEN CORRESPONDING TO INSTALLATION 'II', SHEET 7. I(3) HIV PIN ® OR ® W/ 1/2' O.D. 1/16- THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET EXTERIOR ttytt III a cPi 3 e1, FOR AA I: —ti I OI OR EXTERIOR RV PIN 0 OR (g AT FXT TOR eaRe' GUIDE'S KNUCKLE (Sa NOTE • FOR REQUIREMENTS) TYP. 0 ll' e cm, mTECO. wc. I FEC O L.a. TRUT TESTING & ENGINEERING COMPANY e155 1t41en. M, S4. NA I.R. fl0.¢Yyf y Psd,e �is6s)ers-f sm , re, : (sv)en-fvi e- t masaoassce,n I8-OOeBlt9 f W.0 h ir. P RA)R RORQA th 1 uf6> �— 9625' .1875. QC .0e25' S1( r_r ,0626 .p65' MCIAAAA�' , see . e .� Ile1S .._e\' \9 eq POLYCARBONATE SOURCES FOR 4 zwWgC Imt� smaT - a .ms2 w m of o °ate w.m i� .sn, Rsn cess mi' oxs a' meat wfi seuvsrx .etti roa aem >ss sss oLL nnw. e.ccf. a..0u .sn mes ,sm>.. ,AWY 11PWIl YWUS fim ... ..9Y WN IWCW 0.LL M.OV. w+ swa c nsn, cr, a nz s eas 6 ,w aR rcBUzm4 wm ow o-t Wa bf a..n aF 4ilpf ISlY 41YA ,WpY tN'. �� n$IY E1pf iMt[ 01FIKM NRR \GM[RM .gl. ye WOY OLL pt.e e.i fomE srmss arms su+,zue Ysry ass euf Ru ..., es' A.SMS.A. American ShuHer Systems Associations Inc. 4268 Westroads Drive West Palm Beach, FL 33407 —s IFr■"" e7t TM Accordion Shutter System H.V. RASE ®i W/ OR W/O RV. WINDOW RAPE CAWING No 17-10 O'0ja ;9'0 w I I • -G i IriY�Yrairirarirr7irarilrairi rvI �w�w©•O7 w8Ow1D .�� 10rf�15,w 1�•�Sw�. �Sw -07 '::1'R�/«©,�«�$ •mow TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. 1, MAW1AlORY CONDITION All ONE HV LOCK (8 Fc @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BF,�OW 7 OF SHUTTER SPAN TOR SPANS UP TO 105•. AND FOR WST TIONS T ANY ELEVATION. NV LOCK �2S or s MY BE USED AS AN INSIDE OR OUTSIDE LOCK; ATTACHED TOM OR ,U CENTERUUTES IN 1/4"0-20 x 1/2• LONG MT READ S.S. M.B. LOCATION OF LOCI( SHALL BE AS INW SHUTTER ELEVATION. LOCKS C Q$ OR IF D I OR FOR SECUROY PURPOSES, UP TO M HV B Y BE USED AS A WSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERwTES LOCATION ® SN41L BE A SINOCAEEXw �VV LOG N BE AS INDIG ON TYPICAL SHUTTER ELEVATION. A� C I2 6 fISEE W/1Wo HV Ir I •v,.I LOCKING R005 ARE NOT REQUIRED AT,}IURRICANE POSRION, BUT NAY BE USED IF DESIRED TO E, MNCE NHANCE SHUTTER PERFOALOCKING RODS 0 OR AN ALTERNATIVE DEVICE / NAY ALSO BE USED AT STACKNG POSITION (NONHURRICNLE POSITION). AD WSTALUTONB AT ONE NV LOCK S SlIAUL BE USED AT CORNER C R ANY SPAN 1n510E OR INSIDE LOLIL �(a, ATTACHED TO QS CORt1ER CENTERAUTE W/(2) 1/4 0-20 x 1/2• LONC MT HEAD S.S. N.s. TYU tocA NG RIOS �y AT TOP & BOTTOM SHALT, BE USED•. LOCATON bF LOCK SHALL BE AS INDICTED ON TYPICAL SHUTTER ELEVATION. MAKULUM SHUTTER SPAN SHALL BE DETERMINED A5 PER SCHEDULES SHOWN ON SHEET 12. K S 99 •ONE KTERNATE 1, LOCH MAY I USE IN UEU OF N4 IDCK r I FOR ANY SPAN ANO E INSTAWTIONS AT ANY ELEVATNON. AL HATE LOCK wY BE USED AS AN NSIOE OR OUTSIDE LOCI(. ATTACHUENT KKK PPP^ OF 1/L"a-IOxJ/4" Ss. 1HUMBSCREW TO @ OR @ CEMERNATES SHALL BE MADE W/ 1/4.0-20x3/4' ALUM, g�t RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO C LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATOR/ mxmmON 03 FOR KIDW •E MOUNTING roerA TION •. ONE w LOCK 0r 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELON 1/2 OF SHUTTER SPAN FOR SPATES UP TO 96". AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 ar 0 or @ MAY BE USED AS AN INSIDE OR CUTSME LOCI. ATTACHED TO C' or a SYMMEM= CENTER,,,, W/ (2) 1/4•-20 K 1/2" LONG MT HEAD S.S. M.& LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS n W/ M$� 0 TOP AND BOTTOM IS COMPLETELY MANDATORY, OF CORNER NOTES ON NV "T- LOCKS AND CENTERMA S• CENTERMATE 1. ONE ALTERNATE NV T LOCK MAY BE INSTALLED IN UEU OF MV LOCKS OR FOR ANY SPAN IND I LOCH IN ANY ELEVATION. TE LUCK EO Y USED AS AN INSIDE OR OUTSIDE LOCK, ATTAC101EM OF LOCK INCLUDES USING REINFORCING LOCKE[� AS SHOWN ON SECTION HAD, SHEET 9, WHICH MUST BE CONNECTED TO CEN1ERw1ES AND W/ I/4.0- 0 x 1 1/2" LONG B.S. THREADED BOLT W/ 7/Wo x 3/32. tt9NGNUT OR W 1/4'0-20t1" SSNS. INTO A 1/4'0. 5/6' RNNM�. TACK WY BE INSTALLED AT MIDSPAN OR 12" bAKIYUM AB AD BELOW MIDSPAN. USE OF TWO LOCKING RODS O$ TOP AND BOTTN IS RANOATORY. 'NOTES ON HD LOCKS 3LCENTERMATES. 1. NO ta12 (32 w/'NO ClNTFR1LTES (1i /(l . HALE ALTERNATE HD IDCK,ry �^, wm USED IN LIEU OF HY LOCKS QS OR �D TOR PNY SPAN /J10 INSTALIATIONS AT ANY EIEYAOON. AlIEAr4AlE ND LOa(� wY BE USED AS AN N90E OR OUTLOCK ATTACHMENT OF HD LOCK �'TO ISW/ J je a 3/B" F.M. S.S.MS., AND INCWOEB RdNiOICEMdn INSERfAS SHOWN ON SECTIONS MDB-HVIT AND H00-HVC, SHEET 10. LOCK wy BE NSTALLED AT MIDSPAN OR 12' NAIINUM BELOW OR ABO✓L MDSRAN, USE OF LOCKING RODS U_%5 IS COMPLETELY OPTIONAL .... OM17 mum INC. 02017 EASIFRM METAL SUPPLY, INC. B RT A H TM Accordion Shutter System ' �L� AwS.SmA. •O ` / ��?: American Shutter Systems H.V. BLADE p1 W/ CR W/0 KV. W DON BADE a. x xswRnax vAn alaAx ar Lc. �O ••'.'N` L TILLIT TESTING & ENGINEERING COMPANY asss xx. mu. x. su. xx 1mm,• Hams euan. v1e vlvv.: ASSOCia}iOn. Inc. 1 0:0 15-083 ]/2] 1 wfU 07/27/t7 (av5]0]I-15av , rw : (]OS)9>I-15J1 4268 Westroads Drive '- / G\affd` 0NALEN1ee11 a s DRAWING No �! a m^' West Palm Reaoh, FL 33407 -µICI A OMD b: P.E 17-107 Pc cFAi M.F5 W'm, An.TC ft R U1 I 441V s •,..__ r-CONCRETE AHWon POURED CONGtETE POURED PoUNED (SEE EafEOULE ON OP CONCRETE BLOCK CONCRETE ccnp SNEET IS) SECURED 1/4'e-}aWl4• S.S. REOUJRD ' mNCPET[ ANCN095 MAa1WE SCREWS CO E E A,.'CN0�6 1.' 1� i 6 eVE (ME =Nsno m Na, >) t ' (EEE scM[pUIE °N wl i 0 12" (SEC SCHNIAE ON 5±5fl 13) r .+ SNECI 1J) Nu15 a 12' O.C. I 1• 1 IQ + Y✓�. 1/a'e4aW/s"SS 4• ___ EO YA^rn IE SCREWS Y ___ ✓ 1 S- 'n. - USNG 1/4'-20 NM 18 E. 0 IV a.c. .I 4Ei - 18 __ 13 on IS L � , � 2w• uv. c D / � .250- ✓ •r OPTIOM WN �� OPTIONAL F , IN10 Ann 1 OR ®� COSTING ' MIN. s(PAFMDON E° M I 1 EASTYfO i NAEMae ,c1 SEYAPABON To 01A55 I 1 OV6� —(SEE sa-MiAE ON sNEEr II) STWG ,"(SEE SCHFO= ON SHEET 11) 1 CVS�i O D ST L - © HV WALL HEADER INSTALLATION ATION OB HV WALL HEADER INSTALLATION + KEYSTONE EffiTwC ; _ ^ EE sEP xn,E O TD Sus 1 OR MN. SEPARAM1ON TO m I REO 1 USING ,i (SEE SLNEWIE ON SHEET In 1 II roR pAN: m.vO (SEE SCNCW� ON SHEET 11� L 1 )GG55 • I 'alm sFFmm k m6e py _ i el R �5^' ' � � � • f OPitO1LLL 1/f f 1 t . f OP}IOtY1 t/4' MP../r R I�12 oR 14 4' s.5.55 NFApCOYCIRM AVCNPPS - 1w I6REWS USNOCONCRETE ANCMaftS TaSS NFIDWL i1tE5CPflY$ (SEE SCHEW(E ON SHCET 13) TS O 12" O.G ' , +-(SEE SCHM x ON W/ 1/a'-}O (Nn5 O 12' O.C. PoUREO CONCRETE;(OPD) - n. Min. PDURED CONCRETE sNEET 13) w i.NRREEGOATIEET) HV WALL $ILL INSTAL, eTION URED CONa+ETE sNta 1:j001E °N OF HV WALL SILL INSTALLATION R CONCRETE ROD( pEWmiD� HV WA SNOTE FOR EdRINSTALLATION DETAILS W/ ,- ME WEET 4 Fryy StARTEP •E. O. - EDGE DISTANCE : ' a,E•° ^,,�, FOPC7HV BLADE 2- YDIR}IVK SECaAN BE CONS.NEo (SEE SPEGFIGflONS ON SNECi ISEYNO'W'AYTOSIINWSTALLAwt o' A. IF/I _ FLOMDA BUILDING CODE (Non High Velocity Hurricane Zone �9 - 02017 TETECO. NO, 02017 EtSTEPN YETAL SUPPLY, Rla BERTHAV 4 A■S■S■A■ Accordion Shutter System tiv. (uDE @) w/ OR w/o Itv. YnNDwr BADE TILLR TESTING A ENGINEERING COMPANY American Shutter Systems n,DAR Lc ws3 NW `AA. 54EI.. 30.5. Wxx+FAmDu. rLam, m,e A99aCIRtton. Inc. , OLD ts- M }/2})1 GTE: o}/P/n -0 6�.L-1(� Tmm.: (Sos)aT1-ISJD . F., (3os)ml-Is1 4268 Weslrocos Um a 2 �ONALEN I'j1 ®m° O0M" West Palm Beach, FL 33407 3 DRAWING No °MJ 17-107 .•FAArn••' w¢tER AnLLR �.. RE. P.E. SEAL/SIGNATURE/DATE noRa E.ne} 5 SHEET ° B OF 20 ch: (SEE SCHEDULE W SHEET 13) 4 E---;-, Eo¢ w o.• ! ♦PPu N Elf1J Q, rEo1.' I I 11 OR 3a15, C SI )S •Aff"I RIZLMI Z&lE Ea6Te;D CUSS 9' 4 3 /1♦.3/♦• HE. HFAO TIX SCREnS a 9" O.C. OR 1/♦•P_20 J.S. N S e•/ NpT D D O.C. l J i 17/8• I• IOIIHL �POuuD CONCPEYE REwURED V RAINGUARD � rog n-xe:clevN or Srcnrmc- 1- SEC SHEEP ♦ MR TYPM.N, SHUR[R 0.• , E 0.• (B HV FLOOR INSTALLATION t 15 IY I CONWETE PHCNGIiS (SEE SCNEDUIE ON SHEET 14) I 7SUBV,R QMFU: OR C CONCA REWIRED r'ALLATION t ' E. D. • ME'OSTNSE (SEE SPiwncRum ON SHEET 13) OR g-* OM Mai ) jl SCMUIE ON SHEET 13) cw RCIE 0• R ED MT NEAO CDNCFEVE MICNORS (SEE SLrIEWLE ON SHEET 14) 1/♦v All •��11Jw 9 3 PWRU —nAT NF/D C0.NCRETE YR71pRS NCRCn .OUIRED (SEE SCHEDULE ON SHEET 14) Ii TRENCH INSTALLATION N10 ONLY MR UP TO ♦70. -75 PSF AS.O. DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE 13. SHEET 11 D - .. ...• 113/a O "! 6;�, T� fHaJp" 61L SLS.••• MIN 1 E.D. SiM'LHwR, SEE NOTE 13(p) CO \` o B• IT � : ON p.t SINCE? 1 SEE NOTE 13(p) i b 14) PWFED CONw1E1E ON SHEET 1 I oR mxcnETE BIOCt[ INSTALLATION awuwm ®KEYSTONE LEOUI © HV WALL WALK —OVER INSTALLATION Iwonu sluntP $PI.N e'. �A�:"- iN6 MSTANAt10.v SXNL 8E RENQJA9LE xNEN PERroRNEO OMJAL �It Eul OPER+.^LE EMI - J�E QON SHE£c IS �R INSTALLATION DETAILS W/ T HV BLADE INUtlVgF:t, V. Is M017 111700, nC. 020T EASTERN Uux SUPPLY. INC. BERTHA RVY. Accordion Shutter System 0. • �L�C p A�S'�S�A� TILLIT TESTING AmeTI00p $hMNDF Sy9}Dm9 NV. HAGS #1 W/ OR W/O KV. N(WDN MAM •o , H Paa�Tl6x Dnc wrWH ar. LO _'T'•'• OAID. P:',tLw . d. 6, ENGINEERING COMPANY a>a1W.•.aun. m«.m.W6ceaa AssoOlotlon. inc. T oLo ls-oes 1/2T/I n.TE: 07/z7 i> }x. w,®u, nalw aria . ra : (z�s7s>I-Iv1 4268 WesUooCe Drive SA01yAL ���'\,j1''I x DRAtNNG No a)a------ �o g West Po)m Beach. FL 33407 uq/ra✓M` WRTPL A 711L1( ♦c P.L ♦ •� 7� 1 07 ♦s PIP crAl /CtCNETIMr/MS nDR'O♦ Ifa f .167 i ©w®..©.�w®wto •Q t o • pwp. pw©.p w EG�ID ®w(�•�Bw®.®wl bra -J, eW. SiP/3 w© TO Gu5s (s¢ sc^.EoutE IN oPnar ME 1/3• w®•® �. }tOc1/44 SNS. O 13 C ML LCIVIt. 61E Notts ON LOO6Na N005 ©, N! LO O WO SfwG CUSS INSTALLATIONS W/ 1 HV ►4 xa m^ reN oa ®� 3. BLADE WZ HV CENTERMATES uP ra �utxIt, st,t,Eo '®w OR rEzisnNe cuss SEE END WALL CONNECTION w ` DETAILS ON SHEETS N 4 1S1 -----------------L---------------------- - — — 3 1/t- 7• 6'1/3- 1• CENTE T 5 ET YCT CEN E A ES �Q1�N r W V O K o 5 Iyf% HV LOCK r ( scNc s s * 35 * ( IN 3 ' 3 aN sNm It I ----- -- oil r., � �F^ • Fi � • 0 - m �i • ® OO 1fi 0O r �, � ' � r O ID - � ID • m �D �l • HVD OUT I/�,,,�,,,VE '�- RORIDA BUILDING p`I �P'•VCENS ••'• yp 03017 MnCO. M. ' 1L E C A•S�S*A* * ' •• F� ,Q MUT TESTING & ENGINEERING COMPANY AmedtOn ShMNer Syslem3 ,p•'•., ,: •'t7 5`s wss na .wi. 5a su xs, mcvw rtwpna, rmrzw MU A980Ct0}t011r Inc. PAcna 1 (3W0T1-IM , rar ; (30Sfi1Id331 4268 Westroaos Drive ma's/�••••••••NO�.14 -mp°'1tl1iv'•a°°''°'" West Palm Beach, FL 33407 w-ama>10 P.E. SEALfSIGNATURE/DATE ROROk u`' 1 44187 HVF** CODE Hon High Velocity Hurricane Zone ®301) E/SiERt1 NE1AL SUPPLY. lnO BER A V,M Accordion Shutter System HV. MADE A7 W/ CR W/O NV. WNM RAX , x oomvNox a/rt ounn er. L¢ I OLO" 15-OK /31 1 WR: 07/27/17 3 DRAWING No 3 ° SHEET 8 OE 711 e MERNATE INSTALLAII.QNHV " " LOCK 0Hy MALE/FEMALE "T" LOCKS CENTERMATES 8+? LOCKERS _ _W/ n Hv el enc SEE END CONNECTION DETAILS ON SHEER tO a 16 OUT IN 1�1, wvOAS 8N%0srar caw IrF, weuxm av am+ A I O Ob.0 v e 0 . werrzv av sws sRm, ur ac xsfa w,m ma uaRw 10•®e�j. �a�.�e xm n.OaM na �Oxx �N nx'v M. * SFE }IOIC 6 i0R IN LOCM® , T LO:N, aY SNCn S } sore o... w w aver-o .aot wu rwu � vs xarssRr, our / oao, u x..wp.;rv;;m n .� cRwRr IClRdb4 pCASwPa(G KL JO6Er OJON CW fWY_ INSTALLATION (1) HV BLeDE -W/ HD CENTERMATES 0 . " . & T - _--- t, raT 1: C p• 1 T L OW17 VLUCO. M. IL E OO,He, TILUT TESTING At ENGINEERING COMPANY sx+s xa xm. V.. M1... am• s uvea s, r si Ai Jc PC. C Vc 0 44167 .S AmSmAn Amertean Shutter Systems Association, Inc. 4288. Westroads Dr," West Palm Beach, FL 33407 FUT /m"lrLLl HDC-HVC SYMMETRICAL HD CENTERMATES W/ CfAr LOGIC fINTERIDRt Accordion Shutter System HV. 9AOE ®1 W/ CR W/o HV. WN M ItAEE No 107 POURED C=RETE OR {%-- CONCRETE GL= WALL REONRED �• CONCRETE ANCHOR O.C.1t J/--EC-`nNC GIAiS � � MALL. r A i ` EO-, 1.1E0. l TOLOASS (9,E 1/2- Mw. 1 "' @P pa.Vz- SUS Ho:1Jz• s.us. 1 0 16. O.C. --------- O 16' DO. 11 I �:l $ J/ 1 OR & GEE CCTNL K FOCnR l stsE CONNEON w 5 T 8 Id •®• TO TRM= — — — — — EXtsTNG CASs AN sLVAwnal CON ANCHOR HO,! o i6"�- D.C. 1/Z R — — POUREDD Q1 OR t CONCRETE OR CONCRETE BLOCK WALL REOtARED END CONNECTION DETAIL 50 2' OR ,f-EIf15hYC GLASS � i V55 r — i — ` > �r ( , 2. 4N. EMnND G 1510 FOR s (D ✓ M SEP �V 1" I �:. tan 8♦y,PA W ENELT 19 TOR i / 508D0{E W sMas } ( TO OAS (52 ®&� W9EET 19 Ale 11/2 IIrW9.•LF �F19 T� atO ID I ' 1 I i USE I' O4 Z MA1C { I (AS IPPUG0.E).211/8-.O ALUMINUM MP ANGLE N6 81-T8 ALLOY) AT MIDNE10O (n 01011/2• S.MS. TO 4D)& i (z)1/4•R TAncoxs ANOiOM TD SEE DETNL Y WILL At 1_O.C. (LOCATE AT S1M- Co. cc I N I OR EITHER WE OF @4) OR & gl' TO IRAC 5 r s . , . e .®. '®'©•OT •O.O`®• SSIDE CONx CfgN ®•©• OT • a r 1 .®' (�� �•®•©'Yy'-©'®• TO IItACKs I�s®u®.FT_©,®o 0 �®•�L 2 END CONNECTION MAI a0•®�®'®•®•®'®r® DETAIL Q3 END CONNECTION DETAIL ONCREtE Oa A REOIPREO ONLY rOR SPANS GREATEA THAN 12'-0' CONCRETE RL00N WALL EASONGREQUIRED GtAss 4 APATION Di —_� %�.-_-' ©oa®aaOR OR • u[ (Ilf AmYS Df usL FOR fii,NE � ON SHEEr 19 �" "' 3" "• "''v" CONCRETE OR CONCRETE BLOCK WALL ION DETAIL "r FLORIDA BUILDING CODE &n High Veloc,, Nerricone Zon 1 )Q1 G�N 02aD mrzc SF'P ®ZOIT FASIfltN PETAL SUPPLY. INC. BERTHA H TN * ? �� p— A.S■aS.A■ Accordion Shutter System rf i it American Shutter Systems AV. 9ME N1 W/ CR W/0 HV. WNM agx P6sOmnax 911C 6Rux ay- LC TILOT TESTING & ENGINEERING COMPANY nR. �Q611Y 6)ff Nu. ]a•A A A.. sA, xAD�w—sOm n nw Association, Inc. 1 OW IS_Gas 111 1 wrt: G1/21/I7 Pnaw : (NO)aT1-ION Fa.: (OGO)6T1-Ism 4268 Westr6dds Drive a s DRAWING No r . =+SZONAL EN�'�n''I 01amm".2 ffiT West Polm Beach• FL 33407 //I/Pr,O W41CN A Tl1Nf h. P.E. a C eeu /%nnv.r rnn /n.�n RORDA Uc / ."6T : El 1 / —1 Q7 �.. MAXIMUM SHUTTER SPAN 'L+' OR "L-' ((Q. FOR INSTALLATIONS W/ CENTER MATES. ® & ® or or W/ ONE N.V. LOCK ® or ® or or NO LOCK ® 1V/ NO LOCKING RODS or CENTERMAI@ 28@ 29 W/ ONE FQD-r LOCK 30 W/TWO LO®KNO RODS 35 BOTTOM ITISEE 1Aa,I) w -) AENF&T1�OT�P� C& GONGRloodW91AtU1WN5 0 WALL MOUNT.Rc nooa/cduNc MWNT6NG La IN t- I, n) I L(V- 30 OR LE Is'-0' Is'-o' I6'-0- I6'-0' 35 14'-10' 1 14'-10' 15'-2' 1 uV-0- 40 1J'-f 45 13'-1' 13'-f 50 12'-5- 12'-5' 12'-8' 55 W-10• 11'-10' 12'-I- 12•-11' 60 11•-4' 1V-4' 11'-7' 12'-1' 65 Hr-Io- 1a-10• 11'-I- 70 to'-G' 10'-6• 10•-9• 75 10'-I'10'-4' 80 9'-t 9'-6• 1 9'-6- 90 9'-3- 1 9'-Y V-5• 10'-t• 9'-O' 8'-S' 100 a-9 IDS-9' 110 e'-4' 7'-r B'-7• 9'-P 115 W-2- r-31 8'-4' 120 8'-0'e'-9' 125 T-10' 6'-8' e'-0' e•-5' 130 7'-e• 6'-5' 7'-10' 1 8'-1- 135 7'-r 6•-2 140 7'-5• 5'-11• 7'-T 1 7'-6' 145 r-3• V-9- r-5• 1 71-3• 150 7'-2• V-7' r-O 7'-0' ISO W-n' V-2' 7'-1• 16'-0- 165 6'-10' 5'-1• 7'-0' 6'-4' 170 fi'-9• P-t,' 6'-11' 6'-T 175 6'-r a'-9- V-9• 6'-0- 180 6'-6• 4"-5 V-8' S'-10' 185 6'-5 4'-6' 677' S'-8' 190 6•-4' a'-5' 6'-s- 5'-6• 195 6'-3- 4'-3- V-51 V-5- 200 6'-2• 4'-r 6'-4• 5'-Y a4 6'-J- 5'-t' MAXIMUM SHUTTER SPAN* "L+' OR -L--• (ft.) FOR INSTALL TIONS W/Asa ONE HV TACK or or VI/ NO LOCKING RODS (SEE NOTES t. it) Asa Droo; r0000'e t 4,04 l CONCRETE h hWO INSTAUATIONS wALL uauemrr R RaaR(GEILWO NgR1IIN4 L4 IN I-M1 30 le-o' 16'-0- 35 14'-10' 40 IX-10' 13'-10' 45 to'-1' I3'-1- 50 IS-1 @'-5- 55 60 It' -a• lt'-4- 65 1p'-10' 10'-10' 70 HY-6• IV-6- 75 W-1• to' -I' 85 9'-6' 1 90 9'-3' V-]' 95 9'- 0 8'-9• 8'-4. 105 W-r 7'-11- 110 e'-+• 1 7•-0' 115 e'-2- 1 7'-3- 120 W-0' 1 6'-11- 125 7'-to' 1 6'-8' 130 7'-B' V-51 135 7'-r 6•-2- 140 7'-5' 5'-11- 145 7'-3• 51-9- 150 7'-2- 5'-7• 155 7'-a' 5'-6- 160 6'-11' 5'-2' 165S'-I- 170 175 6'-1- 4'-9- 180 b'-e• 165 6'-5' 4'-6- 195 6'-3- a'-]• 200 205 MAXIMUM SHUTTER SPAN* 'L+' R 'L-' it. INSTALLATIONS W & W/ ONE HV LOCKS OR VI/ NO LOCKING o0S (VA FOR MOUNTINOQ SHEET 7) cD:rcRnE 4sn �, INSNLAnaNs FIOCRIcauxD Nwrmxa taw -1 OR RCOfl ML Hou."10 L-W 3D 16'-0- I6--a- n 15'-1' 15-to- 40 14'-2- 15'-2- 45 IS-4• W-3- 50 12'-J- 13•-1- 55 It,, W-11- 6D IV-Y ID'-11- fi5 70 W-9' 9-4' 75 V-9• IM9TArlail,— TIN LEGEND CONCRETE & MPN M WIND WALL A, S. C. D, E. M. N. 0. P, 0, MOUNTING F. K & L R. S. & V. FLOOR/CFJUNG MOUNRNc G. H. I• It, J T. U, W at X & M 0 MAXIMUM SHUTTER SPAN -L+' OR 'L= FOR IWAELAWNS INTO WINO ShM. BE VYITEp l0 105 Dal. AST. DESIGN PRESSURE Rd MG. t W CORNER CENTOV ATE t3 MAY 8E USED AT ALL MOUNTING WSTAMATIONS. DOKING CSPEGD`G`R` SNAIL BE AS INDICATED) ON MANGTORY CONOITION 12 NOTE 115. SHOT 5. ♦ 1 t E7.CFPT THAT MAGNUM SHUTTER SPA! 'Li OR 'L • AND MAXIIAN ASM. DESWc PRESURE PALING FOR WTDMEEA NS INTO OR CONCRETE SIM SALE BE ULM AS FCtLaWS 1- CONNECTIONS. TO KEYSTONE MOUNTING UNITED TO +64,-72 D,Ji AND 8'-D' SPAN. SEE MOUNTING(g)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 10 HV BLADE FLORVA III C2017 RjoX. DNC. , E� A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems .,.. NR Mil. p R•. DDa WAe'w DARO6. iMw6A v16 Association, Inc. PIIN, : pIn)en-mm , ra.: (355)en-1sn 4268 Westroaes Dr',ve Ee-aTIU T+D 000-110 West Palm Beech, FL 33407 -Am M1 TAN .'r. P.E. rL6.GW Mc 1 44t8) (1) La: MAXIMUM µIAGRA- OLE SPAN FOR A GAIDD! POSITIVE AST. DESIGN PRESSURE RATING L-: MAX ALLOWARLE SPAN FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING- (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (IOP/s01TCM) OR FLOOR/CEUNG: GAAEN A POSRIVE AST. DESIGN PRESSURE RATING, DETERMINE M1WDNU?1 SPAN 'L+• FROM SCHEDULE. GIVEN A NEGATIVE &S.D. DESIGN PRESSURE RATING. DETERMINE NAxIAVM SPAN ''L-- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS COV& TO THE IJN,AUM OETERMNED SPAY BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLWR/CDLWG MOURTWCS: TOR A GNFN POSRIVE ASD. DESIGN PRESSURE RATING LI+- JME: Lk+" MAX. SPAN FOR FLOG MOUNTING MHTINAT10N5. La+" MAX, SPAN FOR FLOOR/EDGING MWNtINtl INSTALUWNS. FOR A GIVEN NEGATIVE ASD. 0MGN PRESSURE RATING DEIERMTND LI-w MAX. SPAN FOR WALL MOUNTING 1,MALIAIMUS, U-" IJAX, SPAN FOR FLWR/CVUNG MOUNTING INSTALLATIONS. FINAL IIAXMUM ALLOW -ABLE SPAN IS EQUAL TO THE MINIMUM 6EIVIEEN E.,+. E2+. L= AND 12-1 (4) DO TO ANCHOR SCHEDULE. TWIN FINAL MAXRJUM ALL0WASLE SPAN AND NEGATIVE A. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR W....r sawn' Accordion Shutter System KV. MADE PiI W/ OR W/O N.V. ININ00N MADE No 07 JY4i YmmJ4mJ vaMEN M p ua Q tam vonmmo.:.ta®p laommm�m[�talp vommmQ.�ngo 7O0mmOt�[.Op IiaOmmQOmQp t7ammmQQmQp IiammmQQOap vammmQnnap vamm nmgn vamm Ott��9ap �wmmm�r.� ww IommaaagmmmQmngp mOOOQOOmmmQ®Dap mmtt7000a ff[m©mOOaOmmtF7mOOp mmOflaap ppOlmmmmmQpmpaplp 0f Haim an d®Ot01OO ®QaggqOOmmM-M ®mO"MIC110 �QOOOOa am ROOOammmOggqt7 mmmOOOOp B7mOaaOammm000apI aimOOOOOmmMMMM== [OmOOOOammmO�nOtii ®QOOOafamQO ®DOOOOgmmmOOOOO �agaagqmmqaam�g� a OOO alaaaagammgo nggolaoowmqa IE[gOOOgaOmaaOOOn aoagoagmmoqoaqo aogaaoapmma�apaogra 01O0 ®�OIOID;Oamum MM= MMRgagqplKCIM 7Og000nOnplgOqplpl a oa iaOOnaOOaaOOplaa 'iplplgaOa[DaOOaOOO igOO OQmnRiOQaOQ anaata�ngmgaoaaao MsesvowRMM-=ooq WALL READER NDUMwC t�mmmQ mMMU � rY QO QOammmQOQOp �++.�.u'Jultr>1tLJpp mmmOtataap ®mmQnaaamm Qo®ap rammmmogoommmmrnmap ummmoonaommmQ�nnop S1 mmmQ�1O0O mmmt��Qap ZdmmmQQOaammmQO®qp a m®m00010101 �®OO�DOIO �®mO0f01O01 •J a ml�[moos000�m•[®mnoovi�ta mmmmOppO UKUNr.ammmQgaa KE ammmOOO mmoo�o� m� vv mmQ® qo �im mmQnaanm Qaoaa mmQOOOO®mnOaOa mmm•• il mmQn l a�g��tQ0i0ia0i m0 O Et[maogna�nooaao ®maaaaammQOnaa ®mOgaaa�E]maOOOO ®mOOOOOIIDmanOOa li[mOgaOammQaagaO ® m0101OO�1ID0001vof01 IOmOnaOn®mgOOOO Bill oQ®ngoono ®OOO�Oa mmgOCJ1Oa ME OOO OOI7m000Oq QENOOOOOOMKIIIMMMI ®ooaaaotataogaao Iamagm®aga�mQoogoq Ii OOO DO naO [ 000 Og01OaO vg0000amgqqaqo vaaOOOnmOgq�pla vOagaanQOOO aOOaaOOmgaaOaaa OO vnnaaa��010101nOMM i010101OOn0naOOaaa q mmppQagra QOmmm®tOFIOOn Om[E7mtF1000pl ammmQmaan aq Ol{m®taOOOn nmmnmgogo O�OOmOOOa ��Bf7QmaO�a q mmOOa a gsmQogaaaq a mmmgOOOO aIIDmQOagga gmmQagaoo gmEamogoaa q�tmmaaanq a OQOOOOO afID�mgOOOO ommao6gaa�l a moo as ag]OppOoata a lIDmgOOOaa omtaaoaanq q moagaga o�aooi000imol pamaaggOOQI q DOIOIOOOOIOI OagagOOOo1 QOaaOOOopp DOIOIOOIOIOOI 7OOaq maaOOOaaI tl1► /TiLrEC• TAPCON OR R 1WM AOVANCEOORI! TECHNOLOGYOINTS SOLID —SET BLUE TAP TAPPER! * SEE ANCHOR SPECIFICATIONS ON SNEEi IJ oovno mwmmo MITAM� OF USE FOR �BLADE • inl i HV • maCUeo tt7O0gn na®�o�a mmaaO ��ft7IS nmogo tf7OQma t7O�aq �37®qOa E9000a nooQq tataOOO DOaaa wiNUM "Kamm= unmga 1 • BLADE o®aoto aoaoo DOaOn UNISONWORKING IN Omega ungaa uaoaa DOOOn nQoo�resew 1.! -1 J ?___ - 0 f1011AA (11111111\In Mnf ,•1 rr. •� _ _. �� - A.S.S.A. AC, r<v. tDN1E American Shutter Systems !I Association, Inc. DLO 4266 Weslroods Drive A West. Polm Beach, FL 33407 ! )n Shutter OR W/O KV. Nir[ AWING No 17-107 ®mmpptl7ptl7 mmmppptl7[� mm mtl?apppt© mmmon000mmmpppopmmtmtppppn mmmppoonoromm�mmmmmmopopponnmmmorOppopppnpom®©m m®��000®61m00[�fa�� 0®000pp�m ommmnnoo4®pF7 In In MEN"no�©m�mooA MEN""" mmmppmmpmmmppppmmmmpplumaa mmmOfUp®O�mm mmmmtmm®pppmmmmmt0pp0mm�ppp�yy mm"®m®�mp��p mmpmm0pp mmml0pmmm mmmOtOpmfO mmmn�uoomm�mn©mom�n©u��'oo mmmmOpppmmmpFnmpp mmppTFiWtic7pp �mmmmo�moommp�pvo�®oopo mm®pOvO �®mt0mpppmmppmp�p mwlmpmppp mmmtnmopp mmpmTvppp '0®m000po�momamoomnommvvo mmOmtElppp mmmpmppp m¢•{7pmp®pp �mm��ivo��mmoovotta�i�mn�pvoo mr>mtol©mppp mmm©ppppmm©poppy mmm®pppp m®pt0pppp 1'E£dmp0pppp ®mmvoA ©poem®om®dtopio �oimm�o mmm00pp0m®DO©Op0�0p 'TH®pppppmpmpmppp OOvO ppfOpppp ®mo ppppppp mm0ppppoppppp�p;Ll�ptOppppp ' mmppptal0p D�Oppp ��oppoppOplell ��vOOpO ®FLlppppppm � ptOppppp mmmpppppl'Lmm©ppp pp ' mmpppp0 mODOmpppp mmmmpppp mmppppp pp®mpp021IM" pppp pppp1pppy�ppo EUMMMMM11:111 ---mama ' MMMM==p00®OdOE�Og000ppppp mppppppp G��Z,d7Opppppp mt0pppppp �OOOOoOO®m000O000FFm.7©vOOop �oopQvoamoovovoo�uvdn�)o� I. ANLYARS TO SUBSTRATE SNKL BE IS FOLLOWS: (AI TO DOFFING POURED CONCREFD IV,, r0 - ] Iv) w"'ORS CI LEGEND - 1/4'0 TNKOH OR TA W wtM ADVA '"RENGFORM rECNNOOD' A OK AS MNWFACRMED BY I.M. MOM (Y;n. rP - ] w) - 1/.'0 . 3/4' ALL PKaS SOLD -SET N,,,M AS G6IRIWTEp W TA N NL POTS SCAEW. BaT k $PEDIALtt CWPANY. (Yin. rc - ] k0) - 1/0'0 AUE TA CONLRflE A ORS W/ CM AS MANUFKTTWEO W MORUL FNST£NM KPEM, M. 0411. rP - G RN) TAPCW IMM ADVNILEO MREApFONA TECHNO OCY 1/0 0 TAPPER+ N:CNORS AB MNDFACFURM W POWEOB PASiEIIERT NC., AND BeTTIBNED BY ALL PONTS SCREW. BOLT a SFEODLW NYPANY OR ANY OTHER APPPOrE9 LICENSED OR AUMOROp VENDOR pEGKIEREp WRN THE NIERCAV SMUNER SKTEYS ASSOCADOO. ALL PoNTS SOLID -$ET (U., f< . 1 4f1) WG BLUE TAP WI CW NOTES —TAPPERa AI) ANM DE5UBEDI.m1T NMD FW0.RBVCTM EWI dOF 11/t•.TNNNaM TNNFDFORY TECHNOLOGY ANCNORS AND TVPet. mN0% SR b TO . HII,PnATrsn LF USL YOR A3) WNNUM EMBEMW OF 1/4•0 . 3/4' ALL MMS SOLD -SET M NORS ENALL BE 7/9" INTO ME PWNTI CONCRETE. No EN3nRDNr NOD STUCCO SHALL BE PERIDiED. 1/4'0-20 B ' I"c 9 Saint USED SHALL BE 1 1/E• LONG "MM BNO,, MCCO IAAGL ((.ilty Wro IP GMT, AND 1" WNRR)M FOR WALLS'wlnl NO STLMCL AJ) C1 CASE MAr PRECAST STONE Pp£CJST CONCRETE PM(L, PAVERS OR w" VEMFH BE FpMO ON FILE aGSIWG WALL OR FLOOR. SHAH BE LOMO EN000TI TO REACH SILO WILL M'4NE2. STR(ICIURE B'S NOTES & ON ,y INL,S o T T, M 1NMCREO W NOBS AT) h AG) ABOVE TOR AL STUDS SE W EET2 9dH0 OR ni5 N'IM ON WRNpIT MCTK SILOS CONSULT lHe ENGINEER M V T bJSTNLUDON WIO D.S TAIN YEfK STUDS SEE SHEET ]0. (8) TO EXMG CONCRETE. BIDCK (AM CAD) - 1/.•0 TAPCON OR TAPCON wRY1 NDYANCEp 11URFµIFOR11 TECIWWOCY NHCXORS, AS YANYfAGNRED BY IT.W. BIOIDEL - 1/♦'0 A J/.• ALL roWf^ SOYD-SEF ANCNDRS, AS MFRDT IEO BY AL TYYMB SLRCM. B0.r $ SPEMLN OWN. . - 1/W'0 BLUE TM CONCRETE PNCNORS W/ CAP AS YNRIFAGTUFU OF FLORDA FASTT M DAECT. M - I/w"P rMPaia /NWDFd' AG YNNFAaUREo Bf MOERB FN,,NERS. M.. µ0 WSRBBMTEG Br ALL MILTS SGRay. SOLY k SPECIALTY C0ww OR ANr OTHER. APPROVCD LICENSED OR AIITHOOlLD VENDOR REWSTDOM KITH FILE N Mck, SILVER SYSTEMS ASSOMITM. INC. NOTES: B.1) Itl "LL WBEDMEM MO CONCRETE E OCA OF TAPCON. BWE TM w/ CAP Ax'LNpq$ NND TAPPENI N)LIWRS R 1 t/.• ANG l,PCON w rN AAMNCiD T R&kDFCRY TECRYOIOGI ANCHORS M 1'. 9.9) WNNW EMSEMEM Of 1/0.0 . 1/4' ALL POOLIS SoU SET ANCHORS SHILL BE ENMELY EN8EKEO ULTO ME CONCRm, BLOCK, M EYELOMEM MO BNCCO SHILL. M PERNOTTL 1/4' "0 SS. MNCWNE SCREW USED SHALL BE 1 1/2" LOYO WNMUN S,,MW SRiGCO EIGSf. AND 1' MIMMUM FOR VM.S MIN NO STUCCO. IN B.J) NM TO �TNCRnEPµrIOI�dBE MTNT NAGIBE LONG NU�IRKNYSTRUU� END nN,T,ESATNE USTING WALL OR FOUR HSNNL M n NjCVFD W NOTES 111) a 8.]) KXAC TOR LNMKIADONS ON oOL =4 OR EBS w1T11 OR WRILdIT YETµ SILOS CONSULT TIeS ExCLVFDR FOR NSTAlAlol INTO E9S wIM METµ SIDS SEE SHEET " (C) AHDHGRS SNNL M NSFKLED. roUAWWG Nt OF ME T2LDIMENMnDNs AND SPECInc,,ONS OF INC MCMOR'S IMNUraCW M (0) SEE: SCHEDULE M. g1R fIY.0 I1m ffL� L I 0 L - c NE • F FOR ANHORS V w.uw-vr� run u.[wm. EQGEJESIMCC VERSO IIAMNW AWICR ST'MhNCS ARE YHID FOR EKE dSTMCE9 MVLvidGTiD BELOW. Fdi E O. l[5 i1K4 TNT INdVSEp, REWCE uICNIX! SpApNG BY DFLYIIR S➢kMZ SHM ON SM = BY M rOILgNNd F 'N, REaICED SPACMG CMNNM USING rAKOR."M NOT BE IrE, MN, YN:WM SPAa(W 0ID1Eg10) TOR WH INCROR TYFE, NMIALM_� FACTOR EDGETAPCON WITH ADVANCER TECHNOLOGT AL POW SOLID SET OWE TAP W/ CNP � + DURANCE)NRFFDFORM ED. WN, S XNNG - ] YGL J 1/2• YN. SPACING - S Viu ] J/t ♦' Va(ED Wt�IE WIpEIE UM °G"NFA CGxwETE a POUREDWNCRM WLEA•]1 WLED•t1/t• GO: -, M-3'If Y p•Y E6•]$A' MR M.I I/i G 1 2'D.BI 0.90 LOto QBw LO IA O.Tt - - - OATt-0 DST0.9i -tr- _ G]p(T R1EC0. INC. 9= S 11LIEC r TIWT TESTING Y ENGINEERING COMPANY * ' wJ xe. JOa. ST. sn. FOf. wOVA G.RPpIL wAx:A v. Fxeiw :(.toJ)en-lug . Fn : (SW)9F1-tsar IL ®-WG6]19 N'MUt 4. P.E. FLOR ui[ RfiRDL Ue / AA16> AwS.S.A. American Shutter Systems Association, Inc. 4268 Westr000s Drive Wes) Polm Beach, FL 33407 M17 EASTERN Lax, SUPPLY. LYC MADE q1 W/ OR AWING No 17-107 �p®mOpO©pQ7®m®®0[® am 92 pppIF1mv®appmppFaopoWill! OAODppOpppppOppp oppppppp� m ®mpppppm®mmmmtappoouuIEMME ppoppF! �mm"Mmouoom ®mpp�pp ®® ppfa npOan vv v�oQQpppppp Opppp© 0I®I�ppppp ®® mm® plt7pli7upop H EM9p mmmnppnp0m®mppppuuuuu3Juppppp©pup m®mpoppp tt7ulh7upuupppppppp0 Om m®�p0®000Ep/pfi700®DOppOpOpp ®minga mp m0pppp 0®g1p0©Op IF10pt7pfaEpa ppppp®©O mI®mpuppp l�®mlmpp®©uulDult7plt7ppppppppp mom0upivvvun EPivan®®OOOp00®a�i Hmmn"Mm" ��®moo0nn�m0 .......... 000n lam u0000o0p0v©onnn m®m®mpuppppp®mmmumpu®®upppupu���®®®®vyyyupuupoppppp©pppvv m®� rMa©aR7O0a��OQ�0pp�m©00 �EppfFppf©©�nn a®m ppp R7 pmOpppppOO ®g]EFJppEE700001�QQppp0Ov0 ppppppOp00 mmm00pn0 mm®pt.E700a �np000ta0 OnOdFEI vOa 0m0000v0 mmOO©Q000000OmOp000 �Qm mmm00pdo®oo0vogovvosv000�Ovmp�aa m0m0o PIN va®©OOODOp©omo0HHaA 0 Omm000O0mOFp9vO01CM11 ®000p©IFIll ®[Box �EMEEM n0o�oo�mpmm©©�ona� �® avv�v®o4mm ®m�nmm01vov MEN nvaenuu� E�M,�� ogpp�m©v "gnome MIGIll pnpavaappupaaaa �mmmpovouUpupaoo 0mmomm o Ep00aQoonnaOlJOOalno0®Ouv��o m®mp oa v mmoovi°avavvvuv©vo�ivvovpov �m®ERMHUM mOmaQaQapmpaQaQapueapoaaa pmmaataa m00u0aaappoaEj aaatauppaMBERppuouQau �m1111namovoo�000®oOpOnonna0000®vvoo 0m0uua0aEam3 QaaaapIMZCi'Z70a0aEEEEMM eta P P..' •^••••."."dlj'a 02017 ¶LTECa. RIL IL�ECO TILUT TESTING & ENGINEERING COMPANY % •._ r t O!53 x�. by n. f:..1 v.:. (gs)a Me[M A a0s16]t-tsw . Fa.: Eus)an-t ui `s/ONALEN��t?,t` reuttx w ]e]n u.. Pc. E. a7`SIBNA6E/DATE R0'�d' E H161 M RVANCEDNOLOGYID-SET OR SEE ANCH SPEGFlCADONS DN SMEEf 13 0 VAUD ONLY FOR UP TO +70' -75 PSF AS.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE @3, SHEET 11 0) HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroOEs Drive West Palm 8each, FL 33407 .W17 FAS]ERN ME & S LY, INC BERTHA HV,M Accordion Shutter System 1LV. RIME y1 W/ CR W/0 KV. W1NDON R" WANG No 1 7-1 U7 MAXIMUM A S D. DESIGN PRESS IRF RATNC ( f 1 AND CORRESPONDIN M XIF, L Ah I OR SPA Ih f S hED I F FOR A GM MAX SHU... K SPAN NEGATNF ASD DESIGN PRESS RAThT` a T1 A ORRfBPOhDih 601h I T F (SEC uOuNnr.0 ON SNEER 16 & 17): 2� lJ EE5i �=-3I T F;;Z E SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 5 U I a. SPRUCE PINE SPRUCE PINE 1/PLYWOOD X 2 W wN. DOUGLAS FIR W/ MIN. G=0.50 W/ MLN. G=0.43 W/ MIN. G=0.J6 RWW/55. FIR NORTH FIR SOUTH W/ uiN .O.�A MIN. G=O.43 Y! MIN. G=0.36 �� b WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS IA. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL uDUNRNCS B.O. WALL MOUNTINGS &O. WALL MOUNTINGSW&% W&% W& X P& G S& Y S& V S& Y Dm,l"A^6 ii59R VE 4ll ®IGA6 idSJCOE (vD t®°VMM'iifd; r� IS°p9AmYg13RaRIiA ®1L1%iGQ`i{IOEflj ®p'.{IQ.a MIC (� Wd4Y1�Rd149d1 04A[W4R0e4aC Lyl 45g®FC1!RDL6IXF Lyi - T--T-- W 05 30 10 60 A 90 OS 30 {p 60 )5 9p OS ]0 !0 fi0 >5 90 a5 SO 40 w PS W O! SO 40 60 )5 90 05 SO 40 60 75 40 M !0 40 w >ff 90 OS SO •0 60 TS 90. OS ]p 40 60 ]5 90 OS JO 40 60 l9 90 05 '-0' OR 12 10 10 9 e e 6 8 B 6 6 8 12 10 19 4 d 8 8 6 8 6 6 8@ 10 10 B e s 6 16 1 616 Is 16 8 S {!! 3 12 12 12 12 12 12 12 12 11 12 12 12 12 4 Q 12 12 12 4'-0' 12 1a 10 9 8 8 6 6 6 8 6 8 t2 10 10 8 9 8 6 8 8 6 6 6 I2 t0 10 9 8 8 6 6 6 8 6 6 6 5 4 a 4 J 12 12 12 12 12 12 12 12 12 12 1R 12 12 12 12 12 12 12 • I2 10 t0 9 fi B 6 6 6 b 8 12 10 10 9 8 8 6 6 6 6 6 E 12 10 ID 9 9) 6 6 6 B 8 5 6 5 • a 4 y 12 12 12 t2 11 t2 12 12 I2 12 4 12 12 12 12 1It R 0.• 12 10 10 9 8 fie 5.5 4.5 12 10 f0 8 9 5 b b b A 5 a.5 12 10 10 9 6 15 6 6 b b 5 65 6 5 ! a 15 - 12 12 12 12 12 12 12 I2 I2 12 t2 12 12 12 12 12 10 8.4 )'-0• R 10 IO 9 6.5 A 4,5 a I2 ID ID 9 5 J 6 b E 5 1 .9 12 IO 10 ] ].5 - 6 6 d 5 4 JS 6 S a • - - 12 12 R 12 12 12 T2 12 11 12 12 10. 12 12 12 EMS m 6'b' 2 10 1p )S 1.5 3 ! S 12 10 t0 6 J.b - 8 6 5 S J 12 t0 10 a - - 6 6 5 .5 b S b 5 •12 12 12 H 99 12 12 to 9 7.5 6.5 9'-0- 12 10 10 5 15 - 3 12 10 9 • - - 6!5 ♦ J 3 12 IU 4 J - 6 6 4S ♦ 33 6 5 3 - - - 12 12 12 12 12 012 it 12 I 12 12 10 9 6.5 .5 J�4 10'-0' 2 10 ).5 4 - - 3 - 12 10 8 J - - 6 8 ! 5 ] 5 - - - - 12 12 li 12 1595 R 12 li 10 85 5 12 12 9 ] 6 S 1T'-0• II 10 5.5 - - - - - 12 I0 45 - - - 8 SS - - - 12 f0 6A ,S - - - - 6 5S 4 - - - 6 I2'-p- 12 ID4.5 - - - f2 t0 3.5 - - - 6 5 SS - - - @ ID - - - - s 5 J5 - - - 6 5 - Lg .3 8 @ 12 tl BA 7 6 12 15 ]b 6 5 4 IY-0• 12 10- - - - - - 12 10 - - - - 6 !.S - - - - I2 ).5 - - - - 8 !.S - - - 1 - 6 9 63 .5 12 0.5 ) 5 4.5 4 L4'-0' t0 - - - - E S - - _ _ 12 ) - - - 4.5 - - - - 12 ) - - .5 - - .5 .5 - - - - 6 3 - - - - ,2 12 12 95 9 6. R 12 9b ).5 6 1.5 12 9.5 6.5 5 { ! IV-0- 12 - - - - - 6 - - - - - 12 - - _ _ _ g _ _ _ _ - 16'-a' 12 - - - - - 6 - - - ii - - - - - g - _ _ - T 9 6 5 4 - - iL _ _ _ _ - 5 - - - - •• e - - - - - f2 f2 t0. H5 E.5 < 12. 12 a 8.5 5 3 n. .5 5.5 4.5 S.5 - i;� HV BLADE OR Ct� HV BLADE W1 9 HV WINDOW BLADE WORKING IN UNISON' . ]a IMA1J3 O IK RA } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I..VKNpiS t0 WN1• nqq a1 =0 99Lq mRiT v µy BE AS fpLOAS: 3. 6U95 X S wN5151 OF Tw rW1PMNx -90UIN(AN PSQ No- 2 W/ a-0.56 (N.05) - lI4'O TRPo.OH /Y6MP5, AS WNUfICNIIEO BY LT.W. 91pa'hl W/ YItN/UN E'4'C➢YEM AS I4MGtE9 AT -wUMS he V G-OM (HOS) FKH SELTOt1 pN SNRIS i8 & iT.-SiR4CE MM Pool" W/ GW4! (PASS FSEERI OC: SEE W E 2 8N -SM'CE ML M SWIM 11/ G-Cm (IIAS) 2 NICHM TO N0t20W C1124 SWLL DE AS PEA V )vxR`c TYPE U. "an 17 0`0 SNNL cooseT Or -UN. 1/2- wY RY+IDpp (IBP6 APA) IAO SCREWS AS PER. MS 2015 SPCCIMAiIONS. 4. /N OFSI SNNL PC UUTN rOU,cooPo NL Or ME 9E0GYYE?QNa01S nos bPEG.ICNgNS T16 AVCNNiS YAYWFCIUFfR. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' la'�P /f 02017 MITCO. v[C, ®2tl1] EASTERN 4EIP1 SU{P�PLY. INE. ..........,. ViceNSF':`9 . *. 3 1LT E� ABER A■S■a�l,/i■cordion MA f7VTM Shutter System 2 •a 3 * American Shuffer H.V.1VBLADE R1 W/ OR W/O HV. WINDOW BLADE 90:..� f r TILLIT TESTING & ENGINEERING COMPANY Systems % Association, LOCII?WON 94a ruuaH 9.: Lc I QtD IS-085 /2)/T : �[y3. e3a x.W. >ew sl. Su. l03. Hmm, G6Wa6. PtO:w a: Inc. rr� m-1 303 )1-RSO. Fo,+ 0038T- ( )a ( ) 191 4268 Westrood9 Drive 2 ETS•••, 0 1p -mei: u006,10wu West Palm Beach, FL 33407 3 DRAWING No =_/0NAL E�G,d11 -41OP A RU.ffI.1. PC 17-107 4 P.E. SFIE%31;r;T RE/DATE Rama u` 2 .10 s SHEET ° 15 OF 20 EMRN �WA 1/lb TAPCoN OR I I TAPCON WIN ADVMICED I IHREAOiORAA TECNNOEOC/ i of =WNDTIORNININ t• �i:. COSTmO WOOD NEAOE& I II (SEE SD COU E ON SNEJT is) I I `ins I ` i COOMIG WIN. NJDER REONREO—Cl i ExaI m 4Y9A(TaN I GGLASS"ro L_. SUE W SNEET E Ti fai BIOE IDAN9 al SHE[T 19 FOR 1 IEAa5 ma m RIM WALL HEADER INSTALLATION (ME S0f501AE oN SME[T 1 7A OA N WN ADVANCED TNREADrORM TECHNOLOGY 1/2• WK PENETTuIWN OY MACMEO ARE, To EX,,,,0 N[ADER (SEE ECNeoux ON MEET 15) ('��_ MADNNE lJ"� SCREWS IY/ 1/!•-20 NUTS 0 12' OC. 9 w v'TIxgH P I E ME I� AN. 2".P NmO 1 HEADER REQUIRED 1 ENSRNG 511N. sEPA mq TO GLaS WE SCNEDNIE ON SNEET 1I)— UN. SEPARARNJ }0 RUSS I E � (SEE SgRDNLE OH SHEEP \ ! 777 -' i Ce-20 NU DW12- i f� WOOD PUTS t ��. ROYD. 1/A•B TOCON OR TNPCON NW/ AJNgNCEp wREP0ETRA fNCor NREY W/ 1/2 1.. I, ,I Ii 1 1/!•o TAF{ON Wi Min.' PENETRATION OE M 15)FD MFA INTO PLMUI �I � MR DN WIM ACNANCED tt-(SEEM SNECT l i0N TYPIORE (SEC SCNEd.NE ON SHEET 15) EIDSTIND MM. 2'N' ` 1/2t IIiN. {DI(, THREAOEOflM TECHNDLOOY SNUttfA ASSEUBtY. SNOB O 16. 0.0 M.OtU PLWmO AFO.O. W/ I/2" Nin. PENETAAR.. DE 4-MOUNmip BECRNa CA'1 BE NM, coz PErnmo REo'o, wau nr rHREMEp aeEA MTo PErrmp coNan'm M uTr Tur ro REDD DTO ST TO N (BEE 5CN2UtE ON vw 15 SUR ANY WSTAUAiIOfJ. ED o 16. O.C. MAC. REV0. ATTACHED ID SN05 w ) M TO SrUGS IN ACCORDANCE SECTION 23E a ME P.B.C. SECTION 25De N TIN: © HV WA SILL INSTAL ATION ♦SEE mta OP E 01 NSTALLATION P.e.c. euD�DN SNEEI�I YJ taus. �:''•�iCEAjs•: v c m OAS G{IL 3PNNINN {� 1 NEET A E OY 51QDal IB RxT EmJGxai BNEB ma® Guss-1 V.. ,NT:Gn DH wcoN %IEN AWANCFD Um CQJE1RAMNCOY THRUUED AREA TO COSTING WOOD HEADER. (SEE scNaxxr N! eim 15) 2".x• P.RUD Sttl AIE REOb. i U Fir - II " J 20.O/l' SS 3 i f Sf'E .-- L NONG 1•/4'-20 NUM I ,I CONR 1- Mu. 1/4'0 TAPCBN OR TAPOON Nn. ApVMao TNRENfORx TECNNOLaOT W/ 11/]- 1 Ya PENElRAT1oN MIE BY MRE . a1 TO ; III jI "O=C WOOD NIOam ism SOtEpofE ON SNEEI Isj 1I '�N'O11 nMSH ®HV WALL SILL INSTAI I ATION * F ,i IL ECOtna. AAA.& K �r T •O '��/,�y/�/ , Tl L v. TESTING a ENGINEERING COMPANY American Shutter Systems N Association, Inc. , P 4 : (305)nl-15230 . Ta, : ampTl-,u, 4268 Weslroads BrN, x i Psi �RIDF : gyp' pie-wB a � West Poim Beoch, FL 33407 5 sJ/jpp}}ee '• ��jj01 E� 1 1 TA Wll n, n m, PC l P.F'SFd('R�t�7tgLI%nATV nCAOA ulEr , KV. No ■ C WUL PUSH v vo.v 51. 0 U. CJ liM 55U ING S S 19 FORMA SPAN &DESIGN LnAD FOR INSTALLATION WITH BLADE 1 & A WORKINg IN UNISON WC WIIPLOY OR r TAPON WITH /pyµCEO 4,8 (61in.) Eki51p10 it TNRI - Iv TECHNOLOGY W000 DPJ4 REQUIRED, f j / ME (P µ�� w/ 1 1 2' M PENETRatNN STRUCTURLL AOECUN.'Y �' lE) OF PIni�ED AREA TO 1/4'0-20J/a' SS. OF MUNC ISOOD EEp4 EfOSoNG "DOO HVDER. NI PWCLIPS TRUSS �0 TO DE CD ONTEO 0t A{ r SCNFAON SlffEf 15) P'� W/ 1/4-20 NNS AtlfON�OOECT PRORtJro OR ' ! FP / E ( ' �- 'Y _ E%ISTtJE WOOD 12' o0. sImER IN xT rcN �/ :%T— � yy / 1/2' t/x' RAFTER 0 2e O.C. RECUIREO t QR 1 1/4 P TAPGON TAPCON W1M ADVANCED .397' TNREEDFORN TECHNOLOGY V 1 FJOSDNG SOmT Naz C/ I 1 xEO M PIJO RION EO-- E %14a2H' EO�' S/a' Mez IHK OPnotOL FlD51W6 WOOD HMEN. r+"J' S.M.S. T v4'vl/A' COW. µUM TUBE 1 • it f i, n;u (SEE SCIIEDUIE OH SHEET IS) �� O 6' O.0 (2t5/I6'0 VCOSI ic ScII TO I ... 1 ar 1© or 15 I 1 or O3 or © RAFTER OR TRUSS, CUEING EV! 2N 1 I I I YIDMDPII aSMETING AT EACIASS I HEADER REDb GIA55 II SW. SEPARATION TO EET 1 I CPCS STUD T AT EACH MEMBER. (3' M2i. NOMLOD (SEE sCHmUfE ON SHEET 11) [nSTING ) SRN TO ACCEPT WIOIH) W/ x' VTR ( CtASS� 1 5/1610 LIG SCREW PENETRATION Of MRFADED 1 I AT CENTER OF NEE JIREA MID FOR INSEKIATIONS WIN ')2w1 OS HV WALL HEADER INSTALLATION I maA ! alsTwa i �,p „D, MAIL ASD. DESIGN, MD 041 9'-0 UM SPµ. TN15 I le/aAI mAm •41.ASS I sTo w Ofi0 o15PAL'APIOJJ G WILY VALD 1 al sm t9 PR n IO OR ® - II ItR Is/orNAA FOR WOOD W/ MIN. SPECIFIC CRAYRY Or As WU4, 1 uarrtWE srcrosex amKnm�" Huca9o- {g 1 aAoaWa� 1 OR oRSOUTHERNr mvmE C 1 w NN WproSIAT ANY P6TNIAIAN. OHV CEILING INSTAL A71nu U CEILING S TAT® I — 100R ®� I tnx. 1 I 1.@L SCPARAIION TO GI J ' IE � I I (SEE SCHEDULE ON SHEET II) IXISRNG H rw ONE GlWO JS r SEPMI�PO�N 1 ONSm lam 3 IR Ezm^ua 1 1 ° `t,ON WI ! \� atTER J I iIR'iIl I I I WALL r ANCHOR I I 1 8 I I nnI• SH ' =,mON EK511Nc 7 I Iin u. ©' 75 e tt0o 4' Ha G 1 I I I J q HEAD TEK ( 2.6' MIN. I, 1 OR 2'.6' MN. WOOD SCREWS D 12' O.c DECK REQUIRED ' lil MCI PsomaD (NO - (NA o IN 1 U nFaI µLOxED) IF E OF AP LICAGIEH --- `�0:- 1� DI IF �— EDGE Or DECK I •t _ 1•-I 1/4-0-20W4- S.S. -�! APFlIEA9tE � IF APPUG 9IE I .� T/40 T/jT;ON 0.R UI Ps TRUSS HEAD 2 JNe. 1 t TMCON WTIH ADvµCED MKWNE SCREWS I 3 M' ICOm. I,; TFREAOfORM TECHNOLOGY -� y SRA PU/C W/ 2 NUTS 1 V4'0 DIFORM . OR TJRCON WITH ADVANCED RLyD. 1I OF 1 1/3' 14n. PENETRTION O Tl O.C.O.G /4b OLCOYZIPCO/ 1 112O Vfi1N ADVµCED F N,GEFDRM-. 2. VR. PHRFAOFORM r `NtRI0LOGY W/ t 1/3' Mu,. 3' MW. Or TNRG VeOD AREA 10 TECN.To EXISTING W/ i 1/r M:N. PCNEITGTAN Or TXREAOED PEKE TO TING N I 1 (SEE: sE xTpO'IPADER. iRFA ro mslVJc W000 HEADER. (SCE 5a¢grtE ¢: SHEET I51 AREA TO EON SING !15) NFMOL (SEE • (SIGN SCNEDJM1E QY SNEEi 15) ♦ EEC U or USE f0R StNEIXP.E ON SHEE1 15) OV HV WAL SILL INSTALLATION v S+ac 1_ W&HV FLOOR INSTALLATION QX HV WALK —OVER INSTALLATION ftORIDA BUILDING CODE(Bon NI h Velocity HMrrlcone Zone at 11 jP 020JT P41LC0. M. 02012 EASTERN MISUPPLY. INC. 1 v .••••• •••••.•• I%• �� 'i? ERTM N M Accordion Shutter System OA.S.S.A. Hvo ®1 w/ OR W/o Kv. vnwav lu F A t T�df% * • TJWT TESTING A ENGINEERING COMPANY American Shunter Systems NwrPvn6x wa DRAWx Im LG �.O''•. F .: @ 4` 63p xW, sa. S,. n4 ma w:mrA O RRas. FUI 31161 Association, Inc. 1 C40 15-085 T/np wTE: oT/zT 1T PI : 004 1-mw . FR,.: (31 4268 Westroods ©rive a 'S/ONALEN�\�,,d I1'�y°�o*a^ West Palm Beach. FL 33407 s DRAWNG No nAtIV A 11WT it. Pi. 4 17-1 OJ P.E. SEAL/§....... DATE NI LM t 4net 6 SHEET 6 1] OP On E-ca-e»-ai •!�� IND MINE__ OTION DETAIL 0 END INSTALLATIONS Q HV BLADE OR I(A WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 7" ,,, O IND CONNECTION DETAS ,LO ` R+4H° aV ,W 5V1Y9 ma,{R rwY IY-S SEE 1MNATIONS Or USE FOR alPOE 4ON SHEET 19 Q �; nlw �UEC0 TILLIi TESTING A ENGINEERING COMPANY .vs ro.. xu, s; ,.. ,os YRw•. w6vs. nmm. ,,,e Pna. ; (.6syo),-trio , rw : (x,7en-tsil w,.co9easwn ia-IIWB)19 MFDt A f6U) RwP l . 1 4.,67 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroodo iiNve West Polm 8=. FL 33407 a�E Nv. a wE , ew T , - 2017 CI N NETK $UPPIY, INC. B RT A VTN ordion Shutter Sy #1 W/ CR W/0 NK WM=v N AVfiNC No 17-107 0«0« S I6 P, M. IA ENO MAY 5 NIHVGAG xtO m w R.A mnw. eVM Q1 i $EE END CONNECTOR DR/AS an 5x[ETS f0 R 18 M. F= lrtuart. 0 i ti (D> 7 o> I DaWNs 6 FELDWION v5("llyp P. mlNE���TTTT CFHIERNATEs'V' \ w/I'�3 0R 5 RID W/o (SE NOTE A ARo&) _ PLAN I un sPARUIaI m aAs sRaPEE M 5Ni£r 1t nu BAq QI Amw---mRNl--- 0 /41(D 1, i Aso. OESIGN PRccS RSTNG: ♦110. - 110 p6.T z MAY 9NR31 SPm as' ]. MIOMCO tIRRIaN 5: A M 0 e H OH SHEETS a. T; AS YIUL As MOVRIMGS M. 0, T. U e w ON OW 18 @ IT. 4ONLY �CEENnRA A V OR 0 / A �VYOV �1 4 E OF OPP YO b�mrt Ms) MusT eE e1cwD,, Mly AT f%iE5tF ACME 4M aF Sm, aWwiuNA�NCRd)el &I➢E SHNt MAY IILOx A WImM Of 5 OVAIDI.'s {0.6 NMfS) mR ©PER AT SPAPNCS sNONN ON sNEEr x. (R) wN. CIrAWVR: IR6 TOP OR echo EOEE OF MI MHOOx• RU.MQ of 4 ]•a RML FOR � SINLL RC 12•. (0) MOR § e C M1NIR OUT FROM STN 4 CATS MAY eE W (0) W xwSOx"E Q MNsF RC USED µlpblArE TO A SOUO W a E( TNNOI1GNow sxermrs went (E) AIES LMLL Atw BE VSlµl(p IOMOENr rO A SMIO w/ &AMvI Ar EIR®i 90C Of 1MM. (FI POLrC.1ABlYiAff NJ M1teR/ un Fi41 BE sdIHILO 50 T1yl[ ZMn FKE ME uRUdM 0! D2 OPEN'NG R PROICCIEp. NN mnOOn a�+YUST eE mr IMSIMEED AND tOCN,, uumw A Iry sm,n; TOW. PR w w Am No. R. SEE .WCxOR MM`NC SCHMUIX MR INSLWA}eN5 Wfo KOO nuuE ERJUI1Gs ON SHUT 15. AS 1SRrt0 ,, sFM M OuNam L (sm moE 1 A, 2 MlWn. T. sQ. MCNOR SYAoNC SCHEOM MR NdT TONS Nac POUR,, VMoR E OR caRoRTE e w ON Sm ETS 12 O 15 AS MM ,, SPIN ANU acce" E (SEE NOMS 1 k 2 AeOK). R. MPLWM SEPAV WN M s"SS SRRWLE. PER ASIM E-19W MHO 2Mh MINIUUN %PMxwN TO CVsi t rNRU A a.25 viP'_' *' = �• 02017 TNIECO. M TILLR TESTING & ENGINEERING COMPANY eem x.w. !a( O* sM. Ts611R�w; (s R)a ROPM AI °"""� 1nE'°°w'�«x rooms RMM Ek. / N16> w � A S S A Inc..4r' 268Assa strop, c. American Shutter SystemsM.E West Palm Beach, FL }3407 POI Yl Beac , L 33 02012 EASTERN METAL SUPPLY. M. BER A WV-,, Accordion Shutter System x.v. ante RI w/ OR w/o HV. wrmW BADE sn MuxN NY Lc /n/I nwE: oT/xo/nPG67aT1-u65,m,;(sm)en-umt s$/ •EN� ORAL Pr S7411RIC6IATUPC/Ms DRAWING N0 __ _ _ CI 2/r. 6 I/A•. Gnua wKx uu,.� a- 0 ( 4' 0 C64f. -6 Sane.COD IVACC CHNM'CE `O 8• tl.Cl a 6' O.0 A51M A-653 aRABE W Mn. G-60 l �0,i4)tIts SoSom M' AWG TJNM 5 Ett6 rµ'e i AS A.PIIU EJO G GLASS i +. SEPMa0N TG GlAS3 (SEE SCHEDULE) /.N BASY Imm .1 EK511NG mv, rC0.S?. f1 sICE,. 1M4t "n, 1 As RFPL)JtH( pII ASID A-ess WBC w v c-eE rxvu+¢m .aftrw'ACE —TO s` l I die dJc 1106. O.0 06'0 9 * G -SYSTIMTER EM INSTA ATION TOM A ME) WA S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2 MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4, ONLY ENTERMATE W/ HV LOCK ARE ALLOWED WITH 21 ARRANGED21 A 24 METRICAL LAYOUT. USE 0 (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. • d u `^'i *'I` BLADE SLACK DETAIL HVF IS ALSO VALID. FOR -W ------ I/2' T2 CENTERMATE.21 APPLICATION WITH BLADE 11) a ------;; 43b 0 6' O.C. u:n. ASa1 A-653 CUBE 40 ,..:£,uh;, ..: u*XSTUDSS IIs-oc uIW.=,1 =` _ MS WAL R SINSTALLATION ,I - - Et45➢NC CV55 _ _ 430 436 43c SYMMETRYCAI, %' ' SYMMETRYCAL-�' CENTERMATES W/.' iJ-;.,9QENj_E_RM_A_TES W -};I (.EXTERIOR ACCESS SIDE:'INTERIOR ACCESS SIDE, .. ^ .. IN (6'Mi..) MATES @ 72.00•Ma.l- ,a1 nL NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLAss ScHEDU F 3.owl M0. Ax uoN . '- ® 1/4"0-2OX3" BOTT MUST PENETRATE 3a I' 1.373'y 250- 1- G30' 1/4'0-20 THREADS 43 1/4"01 ELCO CONSTRUCTIO PRODUCTS FAB—LOK HD COMPONENTS W TWA'X A4 APPLIG.pLE SC - 3/9•_ ,• TOP A amroe6 . GALV. SIEEL TM CwN81El - WM A-653 G E 40 W., G-W my4Nl$Ep FASTENm To Mn FT.G6,ON VARIES I a/ (2) /6.1/2' IN 5<JtEMS M 2• PI,ERIaR A CATFIem'f FACE UEE) Mm. , rn WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 )^ 4 4• a L4l 12 t 3 (6-Mm.) 24 EAOER sI ENDS VIEW Y -a I/4• (Trod a 1/2. OrP) >• ' y SIDE CONNECTION TO TRACK (Cant.) u" MAI(, SLACK 'I��t WA 1;<VB BLADE SLACK DETAIL uve C FLORIDA MIIDINC CODE Non Niah Velocity Hurricane ZODC ,.•!`YGQ {l 71(��l =� azon nTEca. lrm. ®zon —EeN METAL SUPPLY, Wca Q :............... ✓ - A S S A BERTH te ,M 7 I LrE C O IS Shutter System '� • // � ''>} TILUT TESTING A ENGINEERING COMPANY American Shunter systems HV. :®1 W/ OR W/0 H.Y. WINDOW BADE '. au oA" ecAw av: LG ax. e(305)1 1-153 2587. Association, Inc. r OLO IS-0&6 �0:,5C .: M . Fe.: pns)en-Ivl 4266 Wes[mads Drive > .0. _F Q• kr•<. ,°"<°a<a,<e•n West Palm Beach, FL J3407 J DRAWING N0 s.[Og10;:0��; w-Ma62,4 17-107 WKTrq 0. ,lUl .4 P.E P,E. S (DATE n°R6w u` I <AI6> s SHEET 20 OF 20