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HomeMy WebLinkAboutPRODUCT APPROVAL4/4I2019 Florida Building Code Online I a t + 3g BCIS Home Log In User Registration Hot Topics !' Submit Surcharge Stats & Facts Publications j Contact Us BCIS Site Map Unks I4 Search i d"daProduct Approval USER: Public User Product Approval Menu > Product or Application search > Agpliration List > Application Detail FL # FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easte rnmeta I. com Authorized Signature Bill Feeley rodriguez@easternmetal.com Technical Representative SCANNED Address/Phone/Email BY St. Lucie County Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. U Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FLa89 R9 COI AMERICAN SHUTTER SY TEMS DRAWING 17 10 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards I E Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param-vGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 113 4/4/2019 Sections from the Code " Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3" for 40 psf Evaluation Reports positive ASO load and 13'-0" for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by [racks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,_ INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f Created by Independent Third Party: Yes '. negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 p.s.f. A.S.D. Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 PRODUCT OF EVALUATION load for HV blade for Keystone mountings 7'-0" p.s.f. for metals REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYST.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC,, INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Bach Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EBD employer. UpyLgM1[ 2007-2013 State of Florida.:: Pma[v Statement :: Attessibilifv Statement :: Refund Statement Under Ronde law, email addresses are public records. If you do not want your e-mail address released In response to a public-recoNs 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 4S5.275(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 emails 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: ® ® Ltxk m https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8a/o3d 2/3 GENERAL NOTES, I. BERTHA N.Y. ACCORDION SHATTER SYSTEM SHOWN ON THIS PROWCT EVMMNON DOCUMENT (PI HAS BEEN YERME's FOR COMPLIANCE III ACCORDANCE AN THE 2017 (6W OMNI OF THE FLORIDA BVLLERM COOS THUS ACCUNNUM SROTTER SYSTEM SHALL NOT BE INSTALLED AT ANON VELOCITY HURRICANE ZONES. DESIGN WIND TANS SHALL. Be DETERMINED AS PER WGION 1620 OF THE ABOVE MENTIONED CUE. FOAL A BASIC µIRO SPEED REGWRED BY THE NRISOIMON WHERE SHUTTER WILL BE INSTALLED µITN A DIRIONOTUMTY FACTOR K0I USING ASCE 7-10 AND SHALL NOT EMCEED THE MANNUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU IS, 19.& 20. IN ORDER TO VERIFY THE ABOVE ESIGN RHO IONS CONDITION, ULTMME DESIGN WIND LOADS DETRMHED PER MOE 7-10 SHALL. BE FIRST REDUCED of 0.50. D BY MULTIPLYING FROM BE 0.6 IN ORDER TO COWARE THESE W/ MAY. (&So) BOGOR PRESSURE RATINGS HOICATED ON SHEER 11 1To 15, D & 20. W ORDER TO VERIFY THAT COMPONENTS MID ANCHOR, ON THIS rec`. AS TEMU- WERE NOT OVER STRESSED, A 33 2 MCNFASE N ALLOWABLE STRESS FOR WIND LOAGS WAS USED 1N THER ANALYSIS HOWEVER, A WIND OUMONON FACTOR CC-I-W WAS USED FOR MURFICATION OF FASTENERS IN WOOD, EI$ SERTIU H.V. ACCtlRDpN SHUTTER SYSTEWS ADEQUACY FOR WINO AND IMGE MISSILE IMPACT LOAD HAS BEEN VERRIED W ACCORDANCE WIN SECTION I609.L2 OF ME ABOVE MENTO ED CODE AS PER AM REPORTS' -NV ,LAC£(D ID214.01-03, /0715.01-0. /1004.01-05. I1214ol-G5, I01Z02-BB ID6pB.01-to AND I0210.01-1t M PER TAS-201, TAB-202 AND TAS-203 PROTOCOLS AND MIN E-1 MO E-1996 "ANDMUS (U8,1LE LEVEL D, WIND ZONES I, 2 & 3) & B1220.01-10 M PER GAS, 201, 203 & 20 PROTONS, LARGE ANIMUS. 886 -HV WINDOW BODE D, /0505.01-06 AS PER ASM E-1886 AND E-ING (USTI LEAF D, WIND ZONES 1. 2. 3) BASIC PROTECTION ONLY AND 10T25.OT-BB A5 PUT INS 202 PROTOCOL 2. W SlADIE0 AND W WINDOW SLUX ® ME ENGINEERED TO WORK IN UNISON M, EACH OTHER UNDER THE GENERAL LMRATIGNS MD CONDInOxS OF LEE IOURATO ON SHEET 19 A BERTHA M.V. ACCORDION PINS (Mr SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACHS SHALL BE I1*4LIl' AND, /14s1.2S' KSPECT I 410-M WHIN STAINLESS MEL SCREWS WITH 135.0 Wei MM BTREMOM AND Too AM TENSILE SIHENCTI PINS SHALL BE COATED VOILA BERTHA W DACROSH6LD COMIC SYSTEM AS UANN,,,UHM BY UM SERIES MPROVEIE COWING APPLIGIORS. RMSIERED WRIT AMERICAN %iU MITI ALLOCUTION. PINS MUST BEAR TINE NV MARRING ON MDR "M 4, At1 ALLMIMIM EXIRLS"Ro ENLL1 BE ALUMNUM A55DaAIDN ALLOT AND TEMPER AS HdgTED - SWEETS 2 MN 3. MWMUM WELD STRENGTH MR 063-M ALLOW 6 S 4 AM AND SLAT Aa: FOR JOGS-T6 ALLOY. 5. ALL SCREWS TO BE FABILESS STEL 304 OR 316 ALA, SERIES OR CORROSION RESISTANT COPIED CARBON STEEL AL PER ON =10 WITH 50 W MIN, WELD SIRENGIH AND 90 A:T MIN. TENSILE ETGU GM. AND SHALL COMPLY W/ FLORNIA BUILDING MOE SECTION 24, tj3 .4. B DOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NA 30, OR 316 let ES STABLES,, STEEL VAIN 35 Psi MINMUN YIELD STRENGTH. J. SEE ME FOLLOWING SHEETS FOR ANCHOR SPEGIFICAnONS:W BLADE ,D : 12.13.14.15 AND 20 RV WAGE DI & ® WORKING IN UNEON: 12. 13 & T5 & NNE BERTHA N.V. ACCOLWION SHUTER SYSTEM 'EARS A U.S.. PATENT f6TJ9.58Z, COMPONENTS OF THIS APINI ME COVERED, PI W e,, OR IN PW W MS. PA M, /5'456.1J9 YAWNED i0 EASIFAN NEIAl AIPRY. INC. 9. R SHALL BE THE RISPONsSULBY OF THE CONTRACTOR TO vERIrY THE GLUMNESS OF THE STRUCNNE WHERE SHUTTER B TO DE ARACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEAL/CAULK ALL, SHUDEq COMPONENT EDGES WRON REAM L MRU FABtixmG CV CON ..DOS CONTACT WITH THE BUILDING TO FR&ORY W RU/RAN TNRLSIO, IM EACH UNIT MUST BEAR PERMANENT LASEL IN A VISIBLE PUCE WON WARNING MOM DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL. MA AND No CENTATMTIES AND ENGAGE OR LOOK ALL W AND ND LOCKS, 11. SHMTEN MANUFACNREY3 UEFL SHNA BE LOCATED ON A READILY VI LOCATION AT ACCORDCM MUTER IN ACCORDANCE WM SECiOM 1709.9.3 OF FLORIDA BUILDING CODE ME LABEL. SHALL BE FLANGG FOR EVERT' OPENING. LABELING TO COMPLY Wt1H SECTION 17019a OF THE FLORIDA BUILDING COPE 12. M.Y. ACCORDION PERMIT muff IS MATTED tU. SHUTTER ETSRMi TAL IRSIATION SHALL COMPLY RNSPECS INOOATED IN TNG CRAVING PLUS MY BUILDING MID ZONING REGULATORS PROWOED BY THE JUNEGGNON WHERE 13. (a) TINS P.E.D. PREPARED BY THIS ENGINEER IS CENETOC AND DOES NOT PRO THE WFCRMATION FOR A SITE SPECUIC PROLI le. WHERE THE SIX COHdTIM OEW.TE FROM NE P£U. (5) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTOR, PURCHASE AND N6TMATION INCLUDING LIFE SAFETY OF NIS PRODUCT, BASED ON TYPE P.E.O.. PRONGED HE/NE BOSS NOT DEVIATE FROM ME CONORONS DEELLED ON TWO DOCUMENT. CONSTRUCTION SAFETY AT RATE IS THE CONTRACTOR'S RESPONSNLM. (0 THIS P.E.D. WILL BE CONSIDERED DMIUD IF ALTERED BY MR, MEANS. ITE SPECIFIC IDULL GO PREPARED A FLORIDA ED FA�ONEBLE RN THEPPROPM USE OF ME P.Ec. BY OFRRECO�RD AACTNGHTER OR ARCHITECT WHICH WILL AS A 0¢EWTED EN NGI TO THE�PCCL ERCTHE WEEEER Nkl. EEJt OF WSW TO MRIS FOR DOIER THESISIX 5 E 91C DRAWINGS FOR REVIEW, (e) ORIGINAL P,EO. SHALL BEM THE MT AND ORIGINAL SEAL 910 SGNATURE OF THE PROFLSSIORM. ENGINEER OF RECORD THN PREPARED IT D20n P Tree. 9G. SCANNED cG��/(}' �� ECOtna. BYa11f�51� y*A TIWT TESTING & ENGINEERING COMPANY f {elj AA a:v un xa sL. w. zca .+w+v.. c1vm�E nca<,A a St. Lucie County s�fONAtE�U,` ANIEFANBUT P.E. P.E. S`FAMfGIPAeAY IRr/nSTF "I Le. 14416J GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL MOM BLADE At WINDOW DETAIL AREA. I HV SLAM (DAND HV WINDOW FIT ADF 1n ,IWHERE APP [CABLE) TYPICAL SHUTTER ELLVAION & NOTES ON LOCHS SHEET 5 INSTAULMION DEEPAS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCBM/BLOCK SHEET CENTERAUTE OETML9 W SHEET B CENTERMATE MTERNAING DI W SHEET 9 END CONNECTION OEIMLS 1-6, CONCRETEALOCK SHEET t0 ALUMINA SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION 0ETARS S-M, MW SHEET tJ END CONNECTION DETAILS 7-12 & X. WOOD AREA I HV WINDOW BLADE SHEET 1A ONLY TYPICAL SHUTTER EIEAVIWN AREA 4: HV WINDOW BI AO n ONLY SHEET 19 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA Am&&A. American Shutter Systems Association, Inc. 4268 Westroods Drive YleSt Pohr, Beach, FL 33407 KV, HALE pt W/ OR W/O KV. LAYING No 17-107 UNDER US PATENT Q 5458179 OF USE OF SLAPS ON SHEET 19 ©HV ADJ.FLOOR TRACK Ol.PXJNED FOR UJE w/ HV 0 9D' 0• BR_ •Q RID L 1.88s• dso• A11 HV CEILING HEADER 0 FLED FOR USE W/ HV BLADE T ONLY. SEE SECTIONS FOR VAUD 6063-T6 ALLAY AND TEMPER Y.4%aNYYNt ! i' 082' 16 S1DE_ANGLEc QUALIFIED FOR. USE W/ W o..•A g 4. (j)HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ W BLADEGI 6005-T5 ALLOY AND TEMPER � vAwEs 1• t9 ' a1a. 9 $ .109 $� .081• �. I: .� 3 �t 8>D HV HEADER/ ISI QUALIFIED FOR USE W/ W DtPDE,.PCNL 6063-76 ALLOY AND TEMP I ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV 6063-8�LLCOY ONLY, TEMPER �`4 HV DIRECT MOUNT QUALIFIED FOR U E W/ HV BLADE 1 6063-T6 ALLOY AN TEMPER_ �HV WALK —OVER TRAG QUALIFIED FOR I(IS�E W/ 1W 6063-16 8VO E 10 TEMPER COMPONEA�;' 11 T}/6• j I/8•f9]• i0.I92•90- D.190•39• I0.111' C� 6� . V HV 90'/18D• STARTER OUAUFIEO FOR USE W/ W BLADE(}I SD63-TS ALLOY AND TEMPER 99� qo842 ' m — 0j HV TRENCH TRACK QUAtJfIED FOR USE . NV BLADE 0 ONLY. TEMPER CO HVRAINGUARD QUALNTED FOR U_$E W/ HV BLADE 11 6063-TS ALLOY AA TEMPFR. 11', w`j6.•••.rl l/,-- SS 1$ _L •y10Ef%S�: A•✓9 i,L I WWII TRITC0. wG IL A■a7■S■A■ American $11YNeF $Y9}Bm9 Aesocleflon, Inc. 4268 We8(road5 Oriv, V1e51 Palm Beach, FL 33407 -- 03017 EASTERN MEW. SUPPLY. INC, EKTH- A 1�1/TM Accordion Shutter System N.V. 9.NE #1 W/ OR WA H.V. WNWN RAPE ��}�nr! A/ � �{ 1 MlTt. DI' i , �� ., :A"S,"•,�RID P: �q„1Rp - / ��II • ((.. C1' II P'C 'RCA•I r%• dAic /nal: TIWT TESTING A ENGINEERING COMPANY fiM5 NV. YT Y. Sy. ]py V.FpA4 GpP, q IICFp yy16 Rana : (]OS.fiT-ISSp . fm : (305)8%-U3! •-mCe�a g«g. .4" A B11R 11 P.E, FLORu U.. A N[67 . N p NpRpa p!tt quNN g,,, L_S, ! OLD 1$-OR$ 7/$l/1 We O7/7]/17 p a DRAWING No 1 7-1 07 _ __ r t�t HV C.NT RMAT FOR USE W/ MV BLADE lO& 6U6]-i6 ALLOY ANO iCMPER i PLAN rROM ElE4rl1ON LOCKER FOR "T" LOCK CENTERMerr QUALIFIED FOR USE W/ HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER 1 sf Y— � ass' .zrK• �m`-i- •�3 OU�ALIFIED FOR USE W/ HV BLADE t t! A`; 6063-T6 ALLOY AND TEMPER ® LOOKING RODS QUALIFIED FOR USE W/ HV BLADECI 6065-76 ALLOY AND TEMPER )INSTALLATION WILL REOUIRE A 7/1! 12$ HV MALE "T" O Ir rcurcouerc QUALIFIED63-R6UALE0Y/AND TEBML PPER t' 0 R9 6063-T6 AyyA`�'� 31 A�' .I�,c�sJYv 1a�nn�9A N S.i61 lex ti 405 3HD CENTERMATE' QUALIFIED FOR USE NV BLADE 1)k 1g 6063-T6 ALLOY NO TEUPER L - RI TH EB REL'W' OUALLF7E0 FOR USE W/ HY BLADE 1(,'1 amrJ nL1EW. Ixt. f TILLIT TESTING k ENGINEERING COMPANY • i• !i rN0 E! ssss xW. sm. sE, m. xs. xeCMA r..ecab, reams ss PN[m :. (so97m1-rss➢, ra.: tsssHn-Isss -wA on.«vo<rvan [➢-Opt6J 19 WµTFA A TILUT yA PE. me TLOPOA tk. / A.1sJ (�rw� Tx.Aai axm PArcE0 cx�s ¢aN ➢e. Lenar EVEW.iA (away �IA1Ep) i HV EGRESS LOCK OUALIFIED FOR USE W/ PN BLADE {1�y d: e ONLY. �,Sfe ��.36D• •,T6fe' AETE�N BEFORE NOTDNO /4"a—?n RIVN ITT! leas-13 AUOD t "I M:b D.. AS NNIIIIACWAU, 6Y AY Y. NEW 1QSEY AlO pt EWIL iNATIVE LOCK " USE 1V/ HV HE 11 ONLY. O.975- Wn 1 135' ba.. in �6TUNN S � OR OR xEYEY 1 J8' u �R HD LOCK BY RECENT wADW®LIORng SERIES QUALIFIED FOR USE W/ HV BLAO A.SMS.A. American Shutter Systems Association, Ine. A208 W6stro¢Cs Drive Wes( PRIM Beach, FL 33407 L,;dCIN HOOK BOLT LOCK. i 'tom City HUrricCn' TN. SUPPLY, IN<. FLY. BADE #1 W/ CR W/D KV. VANDOWMADE- w3,1 x OLoDsscaNv-neo6bs rz rcWW:N NamGr /N 17-1a�67 SHUTTER ASSEMBLY SCHEDULE FOR HV HV Oj HV BLADE 1 ® HV BLADE IA ®, HV LONG RECESSED NYLON BUSHING KV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE MSI 302-303 SERIES Oe70"x3/I6" THICK NYLON WHEEL. 0.188"0 A151 302 GEAIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN Wj g8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD POLYCARSONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR HV ® BLADE. x7`s (2) HV PIN 0 MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET .70" m7co. MC. 1 LC TILLR TESTING a ENGINEERING COMPANY Ssss uu. U.. a., su. xm, .. 4wvas, rwvm 11 Pee..: Ooslan-fsw , re, : (5Dst6xr-r5s1 a-nwi tnacwao;e4m e-wosxla NALT(A r1 ?IWT te. P.r. RDNW lk. / N16) " RIOR 025" 1DE .5625, SttILYl3-.£ 0625 .00z} INUVADVL PLASTIC LEXAN 103 ;EE NOTE "F" ON SHEET 19). POLYCAR80NATE SOURCES FOR 44 .vn{va¢ c T Tm�l=1 6TNNA0 "im mnnaz .a Pxe•.ax sxrsc �+xn •£nlemrx: un vm mu e/' va1 mom' mm6.4ry PSomm l5n oex c..w .... e.sx a... �nmx zrmcrn {r u:o Asa mw �x,x4 c.+. NI a... rw.urn vusxs .sn orw xw.ow au o 5.aox r...A .'os wm4v uW Sup:t On4M MN M1iMs .l.x a eaSTa ws. wrc as vvcvw: rm v6ss o-� aus a-r wss SDr Wi6gx .Six ol>M Id0 i py i Srewtmv5: Am. 4:4, msu nar�mn um mruux: mau slvsss evws eunevns .sru ae un w ewx ... M6i r. r e1{o Pu enev au. A.S.S.A. Amerieon Shutter Systems Assoolation, Ine. 4268 Westroaes Orive West Palm Beo<h, FL 33407 W 2ull t J"N uor SUPPLY. WC. B R A M Accordion Shutter Systei H.V. 9ADE #1 W/ OR W/0 H.V. WiNTXNI S ADE v. x vtusimvx 66a vx.xx 2 Lc. I GL0 15-Gas )J27Ji are: wlz7/,; x DRAWING No , —roe Dn tat n�Q•'ii'°`LSr 0 C go Cy" 4 X S T 0 -xvq t5 II II Il :8 xvc-4YC KQG IT�gTq�SB.E r� / t x8°'rDD-- hf(E3 KE3;pRy .1@�oym"o I ND--J EGBW .S ON o r S W r x I A a a 4 A a R Y N a 1. NIL u �15yt. �g x. ,C�W,. �w�,��,'�,''. ADj�j v.� •^� IYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE * N6TE5"tSN HV LO KS AND NT EARAAIATE,�S- M1L I- NAEY CONDITION AT ONE NV LOCK ��} m ,Ey SHAL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BOW2 OF SHUTTER SPAY FOR $PATS ❑P TO 105 AND FOR INST/�.�RONS T AtM EENTERMN. NV LOCK Oe B MAY BE USED AS qN INSIDE OR OUTSIDE LOCK, giTAplEb TO Q9 OR C RMTES W/(2) 1/„'P-20 A 1/2' LONG FIAT HEAD S.3. M.S. LOCATION OF LOCK SHALL BE AS INOIGIED-CF LOLKS A Wn14e Un tUN SECURNY PURPOSES, UP TO No HV R3 , �$ OR Q§ MAY 8E USED iS AR INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMTES ¢] OR SNN1 BE AS IND: LOG ON L BE AS WDIG ON TYPICAL SHUTTER ELEVATION, /I rl 11v LOCKc)• LOCKING ROD$ ARE NOT REQUIRED AT URflICANE POSITION, RUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE, LOCKING RODS 05 OR AN ALTERNATIVE OENCE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. ""^0 - ONE HV LOCK SHALL BE USED AT CORNEµy SPAN AND INSTAUATKTNS AT OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-2�FLAT HEAD 5.5. M5. TWO LOCKING RODS AT TOP h 001tYYOM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICTED ON TYPICAL SHUnM ELEVATION, U)U MUM SHUTTER SPAN SHALL BE DVEFMWED AS PER SCHEOHCES SHDWN n" Sum INSTALLATIONS AT ANY ELEVATON, A.TCRMTE LOCK 0 MAY BE USED AS ANiNS10E'OR OUTSIDE LOCK AiiACNNFNi Of 1/4"0-26a3/4- S.S. THUMBSCREW TO Q]IAR CENIEitMATES SIMLL BE MADE W/ 1/4'4-2Ux3/4' ALUM. TOO "W AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TSVO LOCKS AT 1/3 OF SHUTTER SPAN. B' ONE W LOCK ar g or SNAL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP TO Be", MO FOR WSTALATIONS AT ANY ET.EVATION. W LOCK * 0, 9 or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTAINED TO 21, or @ MMETRICA- CENTERMATES W/ (2) 1/4'-20 x 1/2" LONG MAT HEAD SE. M.S. LOCATION OF LACK SHALL BE AS INDICTED ON TPRC SHUTTER ELE,,T*N. USE OF LOCKING RODS ' W/ t§ CR @ TOP AND BOTTOM IS COMPLETELY MANDATORY, *NOTES ON HV "T" LQQK5 AND lNTERMATES: OF LOCK 0 INCLUDES USING REINFORCING I_CCKEF. h5 SHOWN ON SECLIpN HVG. SHEEi�9, WHICH MUST BE CONNECTED 70 CENtERMTES NNO f$ W/ 1/4'0-20 x 1 1/2' LONG &S. THREADED BOLT W/ 7/B"o K 3/32- WINGNUT OR W/ 1/4'0-20xl' $,S.M.S. INTO A 1/4'Px 5/B- RNNUT. LOCK MAY BE INSTALLED AT IAMPAN OR 12- MAKIMIM A00r AND BELOW MIDSPAN. USE OF TWO LOCKNG ROOS C TCP AND BOTOM IS M,WGTOW, *NOTES HD LOCKS Y11 S" rr'' 1' IM NO[M :ONE ALTERNATE HD L= 04 WYBE USED W LOU OF VN LOCKG Y OR li9 FOR ANY.STAN MO INSTALATIDNS AT ANY ELI.fXIMLN. ALTERNATE NO LOCK C41 MY BE USED AS M NS CE OR OUI$OE LOCK. ATb.CHMENT OF NO LOOK tjfTO 4 IS W/ 3 IS a 3/8' FK S.S.MS.. AND INCLUDES RBNFORCEYEIIf RTSERT U AS SHOWN ON SECTIONS HOB-H1'�AID HOC-HML, SHEET 10. LOCK MY BE INSTALLED AT MIDSPAN OR 12' M IIMW BELOW OR ABOVE MDSPAN. USE OF LOCKWG RODS 4 G CQMPLETELY OPT0,M_ - L\t' N .••••" �/% NSF•.'9 ENZ _ �Q+ c sAr 02017 IILTELD, Ifit. I L E C O I N C. A.SL*SL*A. American Sheffer stems Association, Inc. 4265 Westro_ OriVC West Polm Beach, FL 33407 02017 EASTERN UU, SUPPLY, WC BERG Accordion Shutter System µY. BLADE #1 W/ OR W/0 µV. N1TmWYBLADE W IIWT TESTING * ENGINEERING COMPANY axis rn. xn. K. sx Sus. — (3O5A7l-IL`0 , rea : (J05)Bil-t531 vn-f&eiis .ado- r,ASTIRA.,,,T;..PA. iO LK. 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ET 4 EDR TMIC4 SHUTTER INSTALLATION DETAILS W/ ' C. D, . VICE DISTANCE • SEE UM�ITATXINS OF USE FOR /•� G SEGIIDNS UN 8E CQN"NOT (SEE EPEare,,NzN$ v'4 SHEET 13) 8Uo: 1�}A ON SHEET is ll� HV BLADE TO SUIT ANV INSVJIANON. A AAr AA 0F A r `' FLORIDA BUILDING CODE Non High VeIOCIty Hurricone Zone \\\\\ �,�rrENSF'.•'r „ OMIT RL1EC0. LYC 02017EASTERN METAL SUPPLY, INC 4 l } A■S.S.A. ERTTiu H 1�e o ,H- Accordion Shutter System NV. RUDE 81 W/ OR W/0 NEV. "NOW BLADE j��{V, �,, American Shutter Systems 'l -'� • q \ TIWi TESTING a ENGINEERING COMPANY 1 Ev. x vttwlvnoH vArz cw.mi er: Lc. S .c'''•._(ORI9A r`\+4w.1\\ wss xw. 16a. sL, v.. ave. „wrxA C.RDD:A RPvd vm A990CIatiOn. Inc. I OLD I5-085 7 BEfl' D+tE: 0 /2' 17 .gip--1— vne�, : (_m)e71-Isx , rm : pas)071-1Ea1 4268 Westroods Criva 2 S�QAlAL EQ1 West POIN) Beoch, FL 33407 S DRAWING No ED-ocoeT'l ' 7107 A.gre."^" Yr1'IER A PWI Je P.f t P.E. SM/SIGNATURE/DATE YLORDA ue r \Ata) s SHEET 6 OF 2a . __...... _- - NN N➢Rl11W 1 I L� a' _. va. aumml CONOREIE (SEE SC EOUtE 0Y SHED 13) p�0 1 OR E%ISPNG RECNREO yy,A� Ezc N ' s4L1 sai to FOib 9 C1A53-� .,, ururmr '1'!•(94 SHUT I " a E. P'__. ,w COSH aronmsJ s P I (-EO £� 3� 4A�NOIIOa� i I —) r m>xi1 ! 9 EXSNNO ' r LOCa1WN •_• ' i I 11 GR t GP 15 ( tKT3/a• S W12- O.C. . HFIO I t i _ ctASs TEN SCREWS c 12. 0.4 ' 4 7 9/ WECONCRETESCH ANCHORS 8 EaE OE � {SEE SCHEDUI[ W! SHEET 13) � E � uwucA9lE E95i1NG i� I II' . ' IF ME OF ` fa 10194r 19Iw 1 O CONCRETE OF GtA55� � S�iAO IF / J rv4 .,o, qu APPGCFPiE .0.. EO 1 APRICA&[ { 1-.-... _ MINECEHErf_J J �`RED L fUi IVEID CONCRnE RNCM.ORS I rmua ¢mom �� POu J C 0• RCE4CU WE (SEE SGIEOULE ON SHED 14) RVLSbaQN R£OUiREO E 0, --C, tl.a FLAT HGD E'COMM nNCHOR4 •\ .... 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I it oA 18 EOGE OF rE 1JR �1•' 4\ '-17 p ?l 1 . 200 E.D. `wul lgluoEm ip4 «F r !;: I I/G• 1 O/R J) 2 r �1Ha3/A F.H. $A.3 AIIN I.D. LCONDOM AMadR3 SFf NOTE 13(N) ,.-...-1' � O 9" CIE. (. �—.N�MIIPWt CNIC'm POURED CONDI (SEE SCRIBBLE ON ON SHEET I \ SEE N01E 13(N) t.- _ EA� _ _ OR COW VE So, SMn 1f} POURED CONCRE�[-3 ON SHED 1 REWIRED OR CONCRETE MOCK PTIGr1eL POURED RECUREO cru;canE } WD KEYc 1 AEOUNTIN • INUA ATION' REOIRREO t�L) HV WA WALK —OVER INSTALL ATION Nw SWOi9tRWNIPe SG4,1Re:..w; n rol �,.,. V I INSTALLATION t gM. I, t TH5 NsOxEATNN SHALL BE • E. 0. - ME 03TANCE RENOJA OMC, PERFORNEO I- SECLYC S� 4 FOR TYPICK SHUTTER (SEE SPECYICAt1ON5 INN S1EET IS) ORADJ EEN�CE T TO AN OPERWLE CHI SERE ENTE(�ONNSNECEOF USE FOR 19 2-UONNTWGSECTIONS CRIBECON&NEO INSTALLATION DETAILS W/ (1 HV BLADE w ANr wnY ro sun AVY InsrALunOR. 1rLj1 EQ X. "' FLORIDA BUILDING CODE (Non High Velocity HNrricone Zone �`` ''y\CEN ✓-- o20n RLFEcc. NO. ©eon EASTERN OCTAL SUPPLY, INC, #1., O. A S S A BE rM L�- Accordion Shutter System •a : (7E IM 90DE /p W/ OR W/0 Hv, WNCO 19077E a 9p '/ TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systams GtscRlMR2 Gut GRAwN DH L4 �••OP ; ;Fw40NN s3s3 lln. 1sa. n. m 31, .IFrn. cwarx rwan4 331s Asa0ClaHonr Inc. I N otn is-oa5 2Jnh WTE: mJn/» �-Ff 1 vnen.: (3mJsn-1530 . ro.: (3O3)MI_7331 4288 West,. Drive 3 DRAWING No S"ONAL E ROHLICR -OWG219 . vleSt PGIm beech, FL 33407 3 CIC aF1I /C Yr.I.'r,iAe/n.m F-GRBHl W./441V 1 N%� WASILS oUT ON SHEETS 10& 18 sa NOTES ON 'oes":..S Q N,, Torn © o• IN Cost GASS INSTALLATIONS W/ 1 HV **u:R FIttPH. WOtx®O56R S. S VIEW FOR M BLADE W HV CENTERMATES GRV` DEt R„ m 2u fQµt ®«�«© O«�O«10 •®« �10•®«©•Q*®.®« OSEE END WALL CONNECTIG • r--Exrsnac Cuss DETAILS ON SHEETS .o & saG 2% 1,re w•-x T6 µCOY) AUY. i 8 B« 9• I 5 r r. 3 1/4• Y 6 1 x• O' ® ® ®«®•� / x W/ x) 1/a'A TNR,gN NOR M.B..-- (rfs/5ottael x nln- sus. ro ruee� AT F}LN AI mp) ! _ir EfgTS ERMAT S _ /,o.ada• sus o ,z• r y,�HV L��` TER TES Y L FYtI IENGM• () I( { O 5 IAt ^ VRRIJ(QN H(V OSChr 5 I I C /o/�r'p_ (SEE \I ! V « CJ V 35 * IN rA4- ON SHEET :: $ —ilk * — -- — Q«®«©.�«0«ra•�« � I— 7 ---- OUT */-_ 10•®«©.Q«©.®« HVA �® HVB«� HVC ®'O] •©«©•O7 .®'fni 7 «®a «©«:10 •Qee EXST�NG GW s .-POUR- NCRETTE OR / 10 5 « x. E,E &LOCK Wu 7" n _®«0 «®� I�lLxrsnrc 7 SY M IN {"�•0 • ©��®'" NON. SEP~ON t•- — t— — — — — —t GLASS t -� CENTERMATES * 1 ®. �g «�. ®„©. ® Tc E nss r, . i «©'® �/--yy* W V O OPt1aNAL 1 « (SEE SOREWLE i TAW. 50,01ATIONy1 ®«F)y_� 3 INTERIOR) ®•®w O8•®«1�•�J ON SItEET H) TO GV55 •CC.'71 I (SEE SCHEDULE IN OPTIONAL t ©, ON SHEET 11) (INTERIOR ...._ _ t ---i O - Q--__-«'/ChORSo ' _ , r _ OUT = i L — ---- — _* * 1 4 3 vARIEs ONT (EXTERIOR) G C(Y VF** SUCK OUT HVD HVE H narunA..,,,, FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane \`r P' •' ........... =17 MUCCO. P: ®RWx EASTERN PETAL SUPPLY, INC. J sF •• ti BER A VITA 11 E c o a■ S`• S'■ A■ Accordion Shutter System HV, BLADE y1 W/ CR W/O, HV. WINDOW BIADE TIWT TESTING & ENGINEERING COMPANY American Shutter $TS}BRIS Er., x ytlCAinoa oA,E aloe^. ev: LC, n_ ON, xs .u:Ta. O.AoaNs. Rwa m< Association. Inc. , oto Is-css T/zRl+ y rz: so LC, n w,xM : (yGyN,n-,ma .'I, (wy)mr-:yn 4268 Weslrocds Orive x s/�NJC ^��N T 'e-6aaMS7:a West Palm BeOch• FL 33407 4 ORA15gNG Na P.E. ^SMSIGNATURE/OATS R0.i°4 Oc' a aat8z ' SMEET 8 OF 20 u LOCKERS_ SEE END CONNECTION , OETAU ON SHEETS 10 A, ta I F� IN I� rKut OAMK tt[ut .N[. IxaaRo ax svm a. wow©' Qwb [0 •�w irmK.no w ncs sxer, Rn FE wm xnx us ararc{ 110 •®w©. ®'®.®e �xsrcu N OCiur x. ntt Iry ixN axm C t• Lwur, ox �r a f HR2Y Bw{ 4Wx44 (Z03<-n 4LOY) IM„C MYGE Tyl sxm xarsvn, PMrt 1 oB4q rs xuwFJcruvm m nwu oaxm nxrowr, vwvs�vvarc. xm nxs[r ows, ax LQML ---------------------- 60)` 1 N o OUT 1/4" a-20 x 1 1/2" S.S.MS. w W/ 7/8"e x 3/32" WINGNUT. ©HV "T" LOCK (OUTSIDE) — =17 TILl¢a INC. I LT_TE C O TILMT TESTING & ENGINEERING COMPANY biSa X.Y. JWA S) 7, 15M, F. G5p'J6, /LWD< A vno", p (avJ)an-[sw . F. : (sas}xn-nJr <-m r: ul..<oaasam e- ma7 4 yaL1Fft A 9M1] :r, P.r. 4t16] INSTALLATION In HHV BLADE W/ HD CENT QUAT 03 & - & (aviaw+t Hl}B—HVB OUT (�' HDC—HVC SYMMETRIS,gi NO CENTERMAT� SYMMETRICAL HD CENTERMATEe W/ • 0 K (�T�RIOR.� W/` LOCK T RIORi A.S.S.A. American Shutter Systems Association, Inc. 4206 Westroaos Drive Wed Palm Beach, FL 33407 ' � epR W IpCgrA FW4(1} lMpj IMtS tlp y42i 9 's+Nx[4 RWTK B'.A�rQ mM M}xq p v4+U N4 4l KN�W,uRS MRY�Pob xilx d NQ i CODE(!on High Velocity Hurricane Z( fht]ERN ME[.LL SUPPIT. INC. R H— TM Accordion Shutter Systez RV. BADE #1 W/ OR W/0 KV. W1NIM RILE w, x. OLD 5-0815-08 wJ[ ovwx» tc. � 5 1J771 MR O7/E7/11 DRAWING No 17-1D7 MAXILIUM SHUTTER SPAN °L+' OR FOR INSTALLATIONS V1/ CFNTFFIMATES ® & ® or O -e wl ONE N.V. LOCK ® or or or HD LOCK IS W/ NO LOCKING RODS�f or CEMERIAAl@ 280 79 W/ ONE to " LOCK 30 W/TWO LONG RODS 35 8OTTOM EE SA b�r3 uT(�O�iP� C& Joe J wSrALW1aS0 WALL MIXlNRNG FLOOR/CDUNO YWIIDkG LI IN L-DD [, (U L-Ve 30 OR LES I6'-o' 16'-0- NV-0' 16--0• 35 I1-10' IS'-2' 16'-0- 40 la'-2' I$'-Q' 4$ 1]'-1' 1]'-1 13'-l' 14--3 50 fY-Y 12'-5 12'-6' 13'-7' 55 11'-IB- II'-IB' I2'-I' IV-tl' 60 11'-i II'-P n'-Y 12'-a' 65 Io'-Io' to' -ID' n'-t' n'-n- 70 10'-6' t0'-6° IV-9' It'-S 75 lorr 10'-i' IV-{' It'-,' 80 V-10' T-TO- NY-0- 10'-9' 85 B'-6' 9'-6- 9'-9' 10'-5' 90 9'-3' 9'-]" 9'-5' to'-t' 95 B'-0' 8'-9" 9'-2' 9'-10' too B'-9 B'-4' 9'-0' 9'-7- 105 It Y-II- e'-9. 9'-{' 110 B'-4' Y- - 1'-2° r-3- 9-4- 6'_11- 120 B'-0' 6'-11' 8'-r V-9- 7'-10' 6'-B' B'-0' B'-5- 130 e 135 T-r V-2' 7'-9- 140 >'-5' S'-II" T-fi' 145 7'-S 5'-9- 7'-3- ISO Y-2' 'v'-7' 7'-0• 155 )'-0' S'-5' 6'-9- 160 6'-11' S'-2' le V-7• 165 6--10' W-1- V-4' 170 6'-9' 4'-11' 6'-2' 175 V-7' 4'-9' 6'-0'180 6'-6' 4'-B' '-10'185 V-5' 4'-6- '-e' 190 w-A• 4--5- 6'-6 5'-6' 200 V-2' 4'-2- 6'-4' 5'-3" 205 6--I• 4'-1' 6'-3, 1 5'-I' MAXIMUM SHUTTER SPAN* 'L+ OR -L- (ft.) FOR INSTALLATIONS W/ ONE HV LOCK or ®ar W/ NO LOCKING ROOS (SEE NOTES T, ft) UWlmttc AN(IMUM SHUTTER SPAN* 'L+' R 'L-" (ft.) INSTALIATIONS l4 & W/ ONE HV LOCKS OR W/ NO LOCKING ODS NXID FOR vKauT.G SNFLi )) CONatur INST vioNs .esRE U ROCR/CEWkU N0J.NG 4aaNrJ AR R 41 4WN1Jlc 1 I IS - (N 30 -0- I6'-0' 35 IV 13'-2' 40 1"-2' 45 13'-4- 1{'_]' So 12 ' Ir_r 55 it 1, 11'-11- 60 10'4- 10'-I,• 65 9'-w 10--l' 70 V-9" 9.-4- 75 INSF Q1•nox IF.Fr,D CONCRETE & MANSORY W000 WALL A. B. C. 0, E, M. N, 0, P. 0, MOUNTING F. K & L R. S. & V. CFLOOR/CU9MG MOUNTING G. H. 1. it. 3 T. & IA D MAXIIAVU SHURER SPµ la' OR 1 ' FOR rtiS1ALIATWNS IN10 WOpO $H4LL BE U.LlIEO TO 105 Pal. AS.D. DESIGN PRESSURE RAMC. t HV CORNER CENTERUATE B3 INN BE UBEO AT ALL NDUNfWG w5ALLATIONS. IOCNING 6PECIRGROY$ SNAtl BE AS IN wo oN NANOAToRr oaom, /2 NOTE /5. BNEET 5, tt EXCEPT 1NAT M %iM 5-IUjIER SPAN i,• OR i= AND MACMOM Asa OESIM1G PRESSURE RATNG FOR NSTA1 , S IMe CONCRETE OR CONCRETE BU= 9WL BE UNBEO AS FOLLOWS I- CONNECTIONS TO XEIRTONE MOUNTING ❑MNED TO +64,-72 P,S.f. AND 8'-0" SPAN, SEE YOUNT19G©ON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TD GLASS 1 THRU 3 )" 10 HV BLADE FLORIM RI a2017 MUTED M. ��ECO A.S.S.A■ TIWT TESTING & ENGINEERING COMPANY American Shutter Systems ma ,... m.. x, a. w. wmr. [Imva. 11AIDX Fl1 Association, Inc. PNu,4: (W5)671-'N0, FR. ; (3w)ml_15n 4268 We6tro0ds Drive 8--M -mon.71acl<a•n West PallN Beath, FL 3340, W41[R A "11h, Pi ",.UT (1) L+: MAXIMUXI ALLO'NABLE SPAN FOR A GNEN POSITWE A&D, OESICN PRESSURE RATING. L IAAX. ALLOWABLE SPAN FOR A GIVEN NEGATNC AS.D, DESIGN PRESSURE RATING, (2) PROCEDURE TO DETERMINE MAXINUTA SPAY FOR WALL EtWNMGS (TOP/BOOCM) OR FlOGR/CEWNG: GIVEN A POSRNE AS.D. DESIGN PRESSURE RAMC. DETERMINE NAMUTA SPAN %L - PROM SOHEEULE. GIVEN A NECATNE AS.O. DESIGN PRESSURE RATING. OE1ERwhE yU(Mlf SPµ 1 • EROM SCNEOU1. MG. MAXIMUM ALLOWADLE SPAN tS EMU TO THE MINWUN OETERNNED SPµ BE69EEN -Li µD 'L--. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBNIATIONS IN BMEEN WALL MOUNTINGS W/ FLOOR/CLUNG MOUNTINGS. - FOR A CWH POSITIVE &S.D. OESIGN PRESSURE RATING: DETERMINE: L1+T MAX. SPAN FOR WAIL MOUNTING INSTAUATIONS, U+- MA)(. SPAN FOR FLOOR/CLUNG MOUNTING INSTALLATIONS. FOR A GNEN NEGATIVE AS,, DESIGN PRESSURE RAPN4`. DETERMINE: L1-® MAX. BPµ FOR WALL UGUNDNG INSTAIAiiofi, U-- MAX. SPµ FOR FLOOR/CLUNG 4WNDNC INSEALLATICNS FINAL MA(eJUU ALON'IBLE SPµ IS EOMAL TO IHE MNIMUM BEIYIEW 'L1+'. 'La+-, °U= AND 1 -' (4) GO TO ANCHOR SCHEDULE IYITN FllA MAXIMUM ALLOWA LE SPAN AND NEW AS.D, DESIGN PRESSURE RATING TO DETERMINE WXPAUy µCIIOR ✓ =7 FAS7ERN ffaK suPRr. INC. ERTHA HVTIA Accordion Shutter Systel NV, RIME #1 W/ OR W/O KY. 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F Q` TIWT TESTING a ENGINEERING COMPANY 0.+v xR Mm 531 ■ ■ ■ ■ American Shutter Systems KV. RACE y1 W/ OR W/O RV. WINDOW RAM IRSEDPDPN o.n ca+Wx c: Lc A,. YrRAA , gryyy y, Ine. 1 OLD 15-aGs 7!n/I wtEi 07/27/17 _ ". (JG a)871-15J0 . ih. (ws)sn-mJ1 t GOS) ItlrcORa.wm 268Association, 4268 WestroaOR DEiae Wcst Polm Beoch, 2 DRAWING =s/GNAL ENS�'•1 Ee-ooD6TIP FL 33407 J No .4I[R . „Yi Jr. P.L a 1 r D7 P.F. SFAI %SifNATI TR[/neT[a �'�* � E u1B7 EMD INSTALLATIONS nl HV BLADE OR 13 WINDOW BLADE INTO 2"x4 MIN WOOD STUDS C \ W.7 rQs O9 Q-ji • - q 6-II•Cs•x II. J ti#• Ca-Q3• G•J. • G- C•fl-O.3-i+•Ci ZND CONNECTION DEIA1L(7) •s a.• la. si_ �s la, sqy �Mx 02017 MIT". IM IL�C O * TLLDT TESTING A ENGINEERING COMPANY a. mm rcn. va. at sr. »s. xauw 9VMN9, rpa, ss ;�G .'' Pn�•:09s7ea-Imo. ra.: lsos)en-ss,Ts e4rz9 A .u. PC mnrc aoaw u. 1 I as67 a w,ej� �na�ea w N�rnss�.� A.S.S.A. 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MAR. SNUe[p SPIN: P6' J. IYpN S U. 0. 1.. U A 0. L h N pH ySEiS 6. ): AT Ytt[ n5 MOUNTINGS Y, 0. r.]�U11�YhE1Iw4®CO/NL yIEEr$ IB ONLY Wl 0.YIM. [O) YTlef BC VIRIIDEp p1yY nr �)nCYEyT SpC p!NG OR 'F. HOLES) OR (4 PER &!l1E5HIAT LNLY AS S n YAON{1Y 11 s OPENW45 (S'N HOLES) )di �P[R AT srncwas SNOWII 0.v SNFET .. (8) MR, CLEARANCE rR/k TOP OR EMUCU EDLE or W WNWN ®ApE© P NIY J'P HOLE rOR 0ylµl DE IY, ((C)� , OR DIME CLYLp CUT M. 6)MeI6 .r ENDSunr It Nv 5LAVC(0) M''Do" BUN" QuV31 BE USED M'MInn )o A TWO MI E ADEQI TMOUCHCUT SHUTTER'S MM (E) CENAI[5 SHAL KMAxi 9E'-VALIID MULEM RI A EOLO M/ DUCE 1 A ERIIFR SEE OE MOL TH fPOERFO &NY.IE NI wLVDOM RG PROTECTED.EC W 59 rM5 LKE 1M WRAOR Or AND LOOKED G NO VaCM�YNST BE WNLY INSTALLED MD lCClt® 119NG . NI SmINC TOOL PROYIpEp BY )35N, WC. 6. BEE ANCHOR SPACING SCHEDULE FOR MSTNLA1pN5 INTO Nqe ENDUE BUILDINGS ON 9uce IS. AS UTA BY WAY AND DESIGN LOAD (SEE NWCS 1 N 2 NBOVE). ). SEE ANCHOR SPADING SOKEWIE FOR C4reL'/.11pi5 INTO MURED SONCRCiE OR CONCRETE BLOCIL WM1 ON SHEETS 12 N 13 M UNITED By SPANM0 DESIGN LOW (SEE FATES 1 & 2 ABOVE). & IC•LNUY SEPARATION TO GWT SCMCWLE, PE(L A4 H E-1D68: MNO ZONE YLVIWY SEPUNAT N TO CUSS TNNU 3 1. ALTERNATE OPPO�IN• pYAl1S 2122 W/'35frXTERIOR ONLY) AMU W/'� OR (SEE NO1T[ a AROV ) IjA+22�♦ / n.RxOY6.o \l A.S.S.A. American Shutter Systems Association, Inc. 4266 Ill. otls Drive West Palm beach, EL 33<07 w4utf WILNN ULM SUPPLY. INC. BE T A KVT,I Accordion Shutter System HV. 6(A¢ ®1 W/ OR/0 HV. WN70.V MADE SY. IXSCRVIION TNT[ pWMN [Y; LC I DLO iS-085 )/D/T ws O1/2)/H) MATING No 17-107 61 uIn "a =5- INI. -1 s0 Mn. _ vM:ES � An. C-60 4•LY. SIEEt - — 2' M... .U& SLUM A 16' 6 V•'. o.o3s• rmu vw j/ a3a 4 a o '4: GiQA ,MC. OMW:4 O 6' OC. O 8' O.O. ^. EESTING Mr. 0-60 CAI, uak ENDS 6 UN' SEPARATION TO GV.SS (SEE SCNEDULE) k rcTFM INSTALLATION TO METAL STUD WAI I 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 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE Or (2) �3Sf (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. Io e-o.c_1 06_-04. - 49 _W, o .® ** BLADE SLACK DETAIL NW IS ALSO VALID FOR s-+. -- f2 CENTERMATE 27 APPLICATION WITH BLADE 1Q o a3e 0 6' O.C. WALL HEADER/SILL INSTALLATION M MM �2.000' i 0 00' 3® A"® NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS c H DU E S 3.e00' NAND ZONE MINIMUM ASIM E-1996 STEOPARkTION GLASS 1 THRU 3 1' 4 4- J ax LENGTH • I- 43 1/4"0-90X3- BOLT MUST PENETRATE (9 1' L373'-, —rn 1/40-20 THREADS 43 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/9'- 1' Ox I(SfTTO GLEDUIE) H .ES rRN�Efi� &1.,/� M FACEYS I U LO^Ati D AT 1 Z HEAOER/SILL ORDS VIEW Y 1n. uAX SACK **—I SIDE CONNECTION TO TRACK ++sa gyp p 5 e'K Oren uvr fiYS FLORNA BUILDING CODE(Ron Rich VelocityHurricane Zone a T)((,�`a= o2an mrtm, K. Czon fN'tENN unALwPPLr, INc A.S.S.Aw Accordion Shutter System 1k ' > 'fT ; NLLLT TESTING h ENGINEERING COMPANY American Shutter Sysfem9 HV. MADE 01 W/ OR W/0 KV. MEOW/ IiA➢E wss x.e. Ym. s,, iv. WS n�c.0 CuryOA, n ID AssOolafl0n, Ina. I otstFlmox OLD 15-065 Dart 1/T]/1 erunN ¢r. rc OA2: OJ/1]/1T A. v6ou : <:ca1m1-o3o , m+: Isos)an-1s3R 4268 WeeHOOds Drive West Palm Beach, FL 33407 v s DRAWING No �",S ' `• • ' aca : P.E. to-,=6ns x.LaA A TxLi y. P.E 11p104 Ic I u,s' 17-107 5EAC�3rssaal�RE%DATE s 6 SHEEP *A of nn