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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online BOS Home Log In User Registratlon Hot Topics I Submit Surcharge Scats & Faats Publicatlons Contact Us BOS Site Map Unks search j dbpr a v Product Approval g USER: Public User Product Approval Menu > Product or Application Search > ARplication List > Application Detail SCANNED FL # FL389-R9 BY Application Type Revision St. Lucie County Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Bill Feeley I i1C cop-) Irodriguez@easternmetal.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Shutters BOCC Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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. ® 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 FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 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 Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the 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 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. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVl blade, 8'-0- for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 iI AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 ( Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Dnwg 17-106 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST. PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO emplayen Copyright 2007-2013 State of Florida.:: PHvacv Statement :: Acress Nrty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please conga 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 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 click here . product Approval Accepts: ® = ® R9 E https:llfloddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCBg/o3d 213 GENERAL NOTES: 1, OERNNA H.V. ACCORDION SNIHIEA IM IEM SHOWN ON THIS PRODUCT EVAGBON DOWN ,ED.) w BEEN VERIFIED TOR CONPLUNCE B1 ACCORaJICE WITH111E set, low DUBM W ME MIBUILDING COOS INS ACCORDION SHMRR SYSTEM BNALL NOT Be INSTALLED AT HIGH WLENT (pM IIEWE ZONES. DESIGN 'WINO LOOS SHA L BE DETERMINED M PER SECTOR 1620 OF ME ABOVE MENTIONED CODE, FOR A BASIC WHO SPEED REONROD M THE,JURU9pICNDN WHERE SHUTFDi WILL BE INSTALLED WIN INEGEONALRY FACTOR KA-O.BA U&NGACE 1-10 ON SHEETS 11 NAU 15. 19 & 20. MAL NMa DSMICEED MC NAIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED IN ORDER TO VERIM ME ABOVE CGHTNI ONE ULEMTE DESIGN LWND LaD$ DETERMINED PE, ASCE 7-10 SHALL Be FINS} REDUCED TO A.SD, DESIGN WINO LOADS W MUUIPLCNG MEN W as IN GROUPS COMPARE THESE W/ WK. N&O) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II INRU 15, 19 Is 20. IN ORDER TO L'EIGN THAT COMPONENTS AND ANCHORS ON MIS RED, AS FESTF.D, WERE NOT DIV STRESSED. A 33 S INMEARE IN AJUDWABLE STRESS FOR WIND LOADS WAS Box USES IN MEW ANALYSIS, HOWFYEN, A WIND'DURADON FACTOR C 1.90 WAS USED MR VFMRGRON OF FASTENERS IN WOOD. BERTHA M.V. ACCOROON SHUTTER SYSIEM'S ADEpLNCY FOR WIND AND LARGE MISSILE IMPACT LOTH HAS EEW VE AED IN ACCORDANCE WIN SECTION 1609.1.2 OF ME ABOVE NENIIONEOCODE. As PER AM REPORTS: -W RUNE (D 10214,01-03. 00715.01-03, /10M,01-05, /1214A1-05, F0317.02-SE (CE09.01-10 AND jD210.01-11 AS PDA TAS-201, TAS-202 AND 7AS-203 PROTOCOLS AND ASAPE-1BS6 AND E-1996 STANDARDS (MISSILE'LL D, WIND ZONES 1, 2 4 3) & 01220,01-10 M PER TM 111. 203.1 11 110T000LS LARGE MISSILE. -W WINDOW TIME 0 I050101-011 AS PER ARM C-106 AND E-ING (MISSILE LEVEL IN WIND 20NES I, 2, 3) BASIC PROTECTION ONLY AND 1 0725,01-89 AS PER TM 2G PROTOCOL 2. W IMLADRECD AND W WINDOW BIM, ® ARE ENGINEERED 1O WORK IN UNISON W11H GCH OTHER UNDER ME GENERAL. LMIAT INS AND. CONDRICNS OF USE INCGIED ON SHEET 19 3, BERIM H.V. ACCORDION FRS (W SCREWS), USED AT BLADES KNUCKLE. AND FOR DIRECT MOUNT CONNECTDN TO TRACK, SHALL BE /10273- AND /14K1.75- RESPECITIUY, 410-M ]GRAMM SWNMSS STEEL SCREWS WITH 135.0 Wi eETD SISENCIH AND ISO WISSUE STRENGTH. MCI SHAI. BE COMDIN WBERRU W GCRCSHIELD CGIING SYSIEI AS MMa,,fURM B'F AR SERIES APPROVED COMING APPLICATORS, REGISTERED WISH AUERIL',NN SIIURER SYSTEMS ASSOCARC& PRIG MUST BUR ME W MARKING ON %OR HEAD. 4. ALL ALUMINUM EKMUSBNS SHALL BE ALUMINUM ASSOCIMON ALOY AND TVM E AS INOIGTED DN SHEETS 2 AND I MINIMUM YIELD STRENGTH FOR 6003 % AILOF IS W.0 let AND 35.7 WI FOR E005-15 ALLOY, 5A AL SCREWS TO BE SWNLESS STEEL AIµ OR 316 As, SERIES BIT CORROSION RESISTANT C,,MD CARBON STEEL AS PER ION 50016 U, 50 WI UN- WELD STWn AND 00-Le1 MIN. TENSILE STHENONI AND SHA1 COMPLY W/ FLORIDA BUILDING CODE SECTON 2411.3A4. 6. DOLTS TO BE ASM A-307 GALVANIZED STEEL, OR AM 304' OR 318 SERIES STANMRS SlC0. WISH M AY MINIMUM WELD SMENGM. 7. SEE R1E FOLLOWING SHEETS FOR ANCHOR SPECIRGRONS:W RUDE (D: 12,13.14.15 AND 20 W RUDE (D& 6 WANKING IN UNISON: 12. 13 & 15 & METALTHIS BERTHA NC�RDION SHUTTER SYSTEM SEATS A U.S. PATENT 16-779.562. MUPONENTS OF THIS IPATMAL ME COViNES IN WHOLE OR IN PANT BY U.S. PATENTF5'45B,179 ISSUED TO WISH 9. R SHAM. SE THE RESPONSIBILITY OF THE CONTRACTOR TO VEINY ME SGUNDNESS OF M, STRUCTURE "Me SUITS IS TO M ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR 10 SEQVCALLK AL SHUMOR COMPONENT EDGES WHICH REMAIN, MRU FASTENING IN CONTINUOUS CONTACT WITH ME BLUING TO PREVENT WIND/MIN WTRUSION. ID. EACH UNIT MUST BEAR PERMANENT MBEL IN A VISIBLE PUCE WIM WARNING NOTE I DURING MEMOS OF HUMMI WARNINGS HOME OWNER, TEYMNT, OR OTHER$, MUST PROPERLY CLOSE AL W MO O H COMWTES AND ENGAGE OR LOCK ALL W AND HD LOCHS. 11. SHUTTER MANUFACMRFR'S Mc. SHNL BE LOCATED ON A READILY MOLE LOGIKIN AT ACCORDION SHUTTER IN ACCORDANCE M, SECTION 1709.9.3 OF iLDMA BUILDING CAGE. ONE LABEL SHNL BE PLACID CDR EVER! OPENING. LMEUWG TO COMPLY WISH SECTOR 1709.9.2 OF ME FLORIDA GAUGING CODE 11 RWTW HV. ACCORDION SHMIER S15TEIJ'S INSTALLATION SIIALL COMPLY WITH SPECS MICATW IN MI5 BURNS PLUS AM' BUNTING AND ZONING REGULATIONS PRONDED W ME JUdSDIC NI USE: PERMIT IB APPUM M. 13, (e) Mi4 P.ED. PREPARED M THIS EMo,,ER IS GENERIC Me DOES NOT PROwOE INFORMMON FOR. A SITE SPECIFIC PRORCN i.e. WHERE THE SITE CONDITIONS DMATE FROM ME AEG. (e) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PVRGIt44E M0 IN,,,,MoN INCLUDING LIFE SAFEFf Of MIS PRODUCT, BASED ON DRS P.E.D., PRODDED HE/SHE DOES NOT C,,,W FROM ME CONDITIONS OEEAED ON THIS DOCUMENT. CONSTRUCTION SMEFY AT SITE IS ME DONIRACTCR'S RESPONddLRT. (C) MIS P.E.I WILL BE CONSIDERED IWATD IF ,ALTERED BY ANY MEANS. (E) 5TE SPEQI PROIECIS BHNL BE IMSARW'M A FLORNA REGISTERED ENGINEER OR Mfi ITECT MUCH WILL BECOME THE WdNER OF RECORD. (EO,q.1 MR ME PROTECT AND WHO wR1 Be Rt5PON51BAE TOR ME PROPER USE Of ME RED. WdNER Of RECORD, ACTING M A DELEGTEO WGINEFR i0 ME P.E.D. NGINEER SH41 SUBMIT TO LAIR MTIER ME SITE SPECIFIC OMWINGS FOR RENEW. (e) ORIGINAL PEG. SHALL BOAR ME GTE AND ORIGINAL SEA MD SIGNATURE OF ME PROFESSIONA ENGINEER OF RECORD THAT PREPARED I. s �) DENS& NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET TYPICAL SHUTTER ASSEMBLY 39-44 SHEET 4 TYPICAL WINDOW RUDE & WINDOW DEEAL AREA 2: HV RI AIDE l7 AND HV WINDOW R ADF ,('WHERE APPLICABLE) TYPICAL SHUTIEe ELEVATION & NOTES ON LOCKS SHEET S INMALIATON DETAILS A-F, CONMETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIERMTE DETAILS W SHEET B CENTERWTE &TERWRNS DETAILS W SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/9LCCK SHEET 10 MAGMUM SPAN TABLES SHOOT 11 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 ITS INSIALMON DETAILS 5-X, MM SHEET 17' END CONNECTION DETAILS 7-I2 & K, WOOD SHEET ALB AREA 3: W µryNDOW RIADE (jh ONLY MICAL SHUTTER ELEVATION. SHEET 19 AREA 4• HV WINDOW RI AD ITON Y INSTAW4TON DETAILS,. METAL STUD WAILS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 11•P`)` ,.. ...••�A�✓ 010E TIMCD, INC. 02017 BUSH METAL SUPPLY. ING, BETS ,+'L �L p ,N- A�S"�S�A� Accordion Shutter System • G![!![ l - *; American ShuNer Systems HV' BADE IOT W/ oN w/o IiK 4ArmN aJ➢E .L b'NLI a 61 'h Y TILUT", TESTLNC & ENGINEERING COMPANY % sv. x osscAronox m1 eRArm 6r: Le ! {y p sua xs. uw sLSN. am. Wnaw. u ma, nc«a mle Association, Inc. 1 Om IS-065 M7/1 aAtt, W/27 17 Ph—: (301)111-15]0. F--: (3W1071-1031 4268 Westroods Dflve I _%FC�s'•"•''-st -'"_yaw'^ West Palm BRach, FL 33407 3 ORAWINO No S/DNAL� '' -AMR A TLLR L. PA. 17-107 P E i'bi./RN4NaAYI IDc/nitre ROMA U.. 1 ..I67 R"J a ¢ B •. ;OLID BLADE 3O.HV UNIVERSAL FLOATER US PATENT # 5458179 OUALIFIED FOR USE W/ HV SLAOE(i INDOW BLADE* 6005-T5 ALLOY AND TEMPER OF USE OF BLADE.®'ON SHEET 19 QUALIFIED FOR. USE IV/ HV I. J' BO' 4- 6J0 ,see 4 11 HV I INa HEADR 0 ilEO FOR -USE W/E I HV BLADONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER W1 %MN YMNI 1' o". 16 SIDE ANGLES O IFIED FOR_USE W/ W 1p HV HEADER SILL ((�� QUALIiIE 6063-TS AMID AND BTEMPEf?✓ONL ALUMINUM ANGI ES QUALIFIED FO$ use W/ HV 8L40E 1 ONLY. 6063-76 ALLOY AND TEMPER �OUAUFIEO FOR UM$E W HV SLA6063-16 ALLOY 1 TEMPER. e�yY WALK —OVER TRACK QUALIFIED FOR UC W/ HV BLADE (RI Dk 6063-Tfi ALLOY A TEMPER COAIPONEN! A B T1 T2 2' S' MAIL 1/9' 1/$' 2' 9' M414 0.102' 0.192- 19 2.s' r MAY, 0.190' .0.190' 3' 5' MAX. 0.139• 0.131- QUALIFIED ��,O,R USE W/ HV BIADEv 600-TG ALLOY AND TEMPER 99C Z 6A2 g .A 12 ' .820 ) WREN, C_H TR�A -y pUALI TIME FOR USE W/ HV BLADE (]I ..ONLY. 1@ HV RAINGUARD OUALJFIED FOR U((��77))E W/ HV 6063-T6 ALO�EABU TEMPER, `. ILY Q�......rV(,;/ %,zEN'.. •./�y.� ,� LS iA Df � •'��IDA vat"Qt1L s70/1�e1• `1�\ 1113 P F:'RFLf %CIn1Da411�FmeTr 02aJ ➢L1EC0, LN4 rt oE A S S A■ AnnTILUT ertean ShUNer Sy9}OTB. A890C(0110J1. Inc. a268 4VesGaOds Dfivo West Palm Beach, FL 33407 ®2017 EASTERN MEDAL... SUPPLY, MC. ER TM Accordion Shutter System stem HV. RPDE pi W0R W/0 HV. W60W1 HALE TESTING 6, ENGINEERING COMPANY ma wa..aw: m.. p. %oawm;wM wawa. nap ogle Pne.e i po a)sr1-Ism . r<, : ryos)m1-Iut -�" e-Mo1o°oeiia `gym xkm A xuY J.: Pc "M Mr, 14416J , x aacmPnex 0att 0w.wx Le, 1 OLOIS-065 /2Jtw1n o]RT/t7 s DRAWING No 17-107 . x+ee• i —r I Inv ' RAN '� FROM IMAO , 7 IMER FOR "T" LOCK CEN KmAT QUALIFIED FOR USE W/ HV BLADE (DONLY 6063-T6 ALLOY AND TEMPER 91 w O63' 'S 111• m 3IM MIERMATE W/ No QUALIFIED FOR USE W/ W BLADE i k �A p 6063-16 aLLOY AND TEMPER ® LOCKING ROD A OUALFIED FOR USE W/ NY BLADE(D 6063-76 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/161 ® NV AIDE T=LO ,g�]f QUALIFIED FOR USE W/ MY BLADE 1 ONLY 6063-TA ALLOY AND TEMPER 6063-TO �13 5' 3161 a 6 �in ®LIFIE�R 5E W/ W BLADE 1 k 1(� 6063-T6 ---. O. TEMPER 3i/Y t/PR 0 AI I 304 s -RI ¢ THUMBSCREWS QUALIFIED P FOR USE W/ NV BLADE 1Q W pe" SlS• O - I QP _ -6 CM QV NG ENnRL axm vARN6 �urss wRN AmR l ppASi CM10[P (cX601¢ PUMq iV EGRESS LOCK IALIFIEO OR USE W/' HV BLADE 1 k @ ONLY. Ste, ^ 16• 6O' AfICR RNEDN BEFORE RNEFNG 1/4"0-20 RIVNUT* Y-TJ At" URGE FIANCE T AS NNNFAC m 6Y MIX NM l IX ON% CR E 15 USONLY.E W/ NV -�TNUNBTURN WIDER OR MNDFR 0JI>5' W., 4 Was C WOFR OR REY L 7 up. CTONOM laB uo.. HD LOCK BY REGENT NAROWARE MORTISE LOCKS SERIES 2333 NOON BOLT LOCK. OUAUFIED FOR USE W/ WBLADE 1Ok @ 02017 Times, We. ElSTFRN MEFAL SUPPLY, INC. ,13 GEM `'•,.✓sq A SSA Boon S rM L� INC. Accordion Shutter System e * d' /% '• ` ■ ■ ■ ■ Itv. ■Ars q( w/ at w/o ILv. 1WLAON BLADE * Is -. 30. 'O k ENGINEERING COMPANY American Shutter Systems LYI DEuuPeSN Batt smmi Br: Ln ., ps+56 w" Gew c a..5ort. ros : (scIS. nun, 5a 2660GI.Ran, Inc. I am is-D66 7 x t wtt: 07 n n PNwe : 13a a)en-two . ro.: (xis)e71-t0.Tt t Pnl .........each,L 33 : '0 •�apI09' •'' <y dA -niOL 1°"ia0avir01^ West Palm Beach, FL 33407 a a DRAWING No �xIJLP.E. 17-107 P.E:-$EAL15�bATllNE%DAiF IN=LsRRaatfix s eae� SHUTTER ASSEMBLY SCHEDULE FOR HV CIA HV 10 NV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON RUSHING © HV NYLON HAT WASHER © HV WHEEL CARRIAGE A1SI 302-303 SERIES 0.870'x3/I6' THICK NYLON WHEEL. 0.188*0 AISI 302 SERIES SS. RIVETS © HV 1 3/4' ACCORDION PIN W/ #8 HEAD 'x ® HV 2 3/4- ACCORDION PIN W/ d8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW I(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM WJ HV 10 OR HV 9 BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF FW ACCORDION SYSTEM W/ H BLADE WHEN CORRESPONDING TO INSTALLATION "it", SHEET 7. WHEEL CARRIAGE DETAIL -F r7.1 `—� #.REMBLY LAYOUT OW17 RLVW. Mt. TILUT TESTING h ENGINEERING COMPANY N55 N.t M1A R. Su. SaL NYpryM Y' AtlMS. MRW ]3 Rro.e 1.(ws)mS-m5o . ra. o (sos7an-Ivl .-mvh't!hlooatl.tem 9 41 WFLO TRAM J,. Y. A P E. ft6Rat Ik, 44167 EXTERIOR .fe>s'�'1va9� I ODE .oats• St}�B}s' I1' • \1� :1 1: :\1 POLYCARBONATE SOURCES FOR 94 YISL54a] aw4) :Smut rwala m]+owR e5crw 6MCflC EYUNM1 UN wm 6aa U/n' OON �' ,CnYVN lMwxfpa 4.a a..L 0.%i 6LL R]aY1K RRM Il .. tl•➢ as p)q I RQ1Y41 amllM Y dCa lSa MPt IV.WON Ra1 . ],1.4A.PLL MI1lNa ace -O/ R R-p/n Rvveve Vlla 1]} r !A! f YV, 4VC W bliNYla a vaR Rev /$IY Pol! 41 y5$ wI 5 >�' xxacY ury law T I. em xMW I )RU OSm Sr +Mal] a1RoaM YW wrY w va] v.0 L!a mmc srvm' Waa( YCIM[ma Rvi . wa au wal au emo 0.u. W A.S.S.A. Arnertmn Shutter Systems Assoclattcnv Inc. 4268 Westro0ds Drive West 'Palm Beach, FL 33407 RUDE. Q1 W/ OR A0222'111 o• a o' o' ;' � o• o• o• a o• [ '� fl V ',E I•may NIC■ II �l i i Kim ♦ m d• 70-@-D @. to•Y� TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE ALSO BE USED AT NNE HV LOCN� a SHALL OE USEp AT T/2 OF SHUTTER SPIN OF SHUTTER SPAY FOR SPANS UP TO 105', AND FOR TTEit lSt�PAN DAY Be USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TGl C K 1/2' LONG FIAT HEAD S,6. M.S. LOCATION OF LOCK SHALL BE I cK rterUN Gt UN rUH SECURITY PURPOSES, UP TO TWO W AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 10 CENTERMATES ON TYPICAL SHUTTER ELLVATION. OR AN MT HEAD SS. MS TWO LOCKING EGOS j6... .I. +.+..... — ry U URI M ULNIMMAue.Y be Ut MADE VI/ 1/4-0-200/4' ALUM. a AS SHOWN ON SECTION RYE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Too LOCKS AT 1/3 OF SHUTTER SPAN. 6• CUNTAG RE enUDIDON 13 MR KEYSTDRE MOUNICKO ONE W LOCK or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND MR INSTALLATIONS AT ANY EIEYAMON. W LOCK 0 or ® or a wY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or ® SYMMERMAL CENTEIOMTES W/ (2) 1/41 -20 K 1/2' LONG PLAT HEAD SS. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHInTEA ELV,%TION. USE OF LOCKING RODS 0 W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. LL AAIII l 2 1 MR 4LI O/J2- OR 12' "I lIO-LCCi( DNE ALTERNATE HD LDCN (D wYBE USE, N ULII Or w LoWstv OR'wqq FOR ANY, ANT SPAN AND VNSTAILATafa ATLANY ELEVATION, ALTERCATE MD IDCN � WY Be IISM RON ORt�EMErEIt RIMS pfaQ� AS SIB ON SECT ONS Use- YEA ND I? a N W/ 3 is , SHEET la LOCH WY LLq� AND BE INSTALLED AT MAISPAY ON 12' 14WUUM BELOW OR ABOVE MI,SP,W. USE OF LOCKING EMS 015 MMFEETFLY GPIIONAL 4L1' \r�; .••••••••, ��r uCENSF:, i o2017 NLTEM ND. 02017 EASTERN METAL SUPPLY, ING E TM Accordion Shutter System A. y Y ��C p A.S.S.A. * 2 N.v. annE p1 w/ atw/o Itv. vJrmA• annE (ro ' ��i' ( �O_ TILLIT TESTING @ ENGINEERING COMPANY American SAM}fBF $YEIfB2ns p,, X ors PArc NY" 1M tc. AC A Lev Nw. Aeu♦ x. w AiL, nRruw C4meo. R Mo ADBOOIa}IGn, Ina. 1 Otp 15-oB5 i 2T 1 Nm OT 22 q P..: (E0.J621-i5A . r.i : vasisn-1LT ,,.a: cl.coeod.wm 4268 1YestrooAs Drive Y/eel Palm Beach, R J3407 LL1L ss/ONAL a ; DRAWING No VNIZA, a TeC AIRLUt N. P.E 17-107 P.E. SEALJSICFGEYURE/DATE ILaoA G 1 44167 s SHEET POURED POURED DULNCREIC ANCHORS (SEES SCHEE ON RDWRCI¢lE I EO RECONCREIC !!l!!!------ CONCRETE ANCHORS Q 16 fin'— (SEE YYJM01i vt 0N MM SCHEDULE ON SHEET 13) -- 12M 4 i 1' /' `� ✓ I/WCX01[m3/{• M EO W85.5. USING 1/P-PE20NUE5 1 /per /. O Ix' O.C. L a.e I /' J '230' Na. 13 OR IL0. LI'Ji J Ert I •f� II .250'ue.. ' / OPTIwuL ; RN sDWum, mom a L mu 1x s laFOR 4) mxo I 1 OR Ewsnxc m�N N.mmW'$' 1 cusses ON 117 I (sue stl�rtw [ a. nsTYic cuss—� Q QD HV WALL HEADER INttp ATION + K YSTON nOSDNG wASn CRE, '1 I OR 190 SNd[ON MRE ME "ON To GIAtiS I ' ) I' 1W ,I, 7 (SEE SCHEWEE ON SHEEP tt) tr3�15N LmWuo-' ltxamA Q9 f nama ' RpFGRII CLAP. J i. -r r I _. / � f oPnolu.L 1/e• M. aC. . /'L;-_� uo.. E. ' 19 OR Q • / 0 0 ^ ,zoR® J , J i t( 1 A •'--- J / •. �a 18 IAb+300/P S.S. Ea Ea PNIW15 SCREW HEAD 11.14 l SCREWS YSwO f 1 ! . v ��r R' S.S. S CON<RflE ANC110R$ 1/"ss CONCRETE ANCHORS ✓ T• 1/R'-}p NUTS O 12- O.C� "M : scsE SCREWS MEAD NlUTS (SEE SCNEORLE Otl (SEE SCHSWtEON �RCONCRETWW ON SHEET IS) I Nin. W/1 W/ 1/"'-}a INTS O t}' O.C. SHEET IS) 0 C MOCK W RCWlREO HV WALL SILLINSTALLATION eTION ,lF �� $DNCREIC ANCHORS D" OR CONCRANCRUE E OEMR REDWRED RED CONERE,E SMET�I14) (E)BY WALL SILL INSTALLATION OR CONCRETE DIOCR WNE Rmuwm 0 HV WA SILLINSTALLATION NmE FOR roNR nro or I- SEE SHEET FOR ,WMl191NRat • INSTALLATION DETAILS W/ i � DNG WEwIDNW w 9E DDYaDND ON ANr WAY TO Sun SNY wsrA M?4. E. 0. EDCE DRTNICE (S E SPECMMNW DN �En�131 , ,,, ' � "ON SHEET 19 °R , (� HV BLADE pA T! '' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone aa55 `� . `'•• CEN ••" - 02617 msca R[c. W2CR7 EASTERN NEEAL SUPPLY, WC. 4 D IL EGO,„a. A S S A • Accordion Shutter System HV. MADE ®1 W/ Ui W/0 HV. WNGW BADE -• 4C R� TIWT TESTING a ENGINEERING COMPANY American Shutter SyslOms w. x 5[atmm0x out raAwl Dv,. Ec q�, ,•( a ORIDP,. ;� p e3v NW ua s, w 35A WRPNA DMwS,P, naRa. ME Association, Inc. 1 DIn Ts-08s T } I wm m/so/n •••• -�s' NAL E Gam' N V' F. 1 005071-I55a , r., : Vast )1-1531 ma: n1.�DeN 4268 1('89troad. 04 0 West Palm Beach, FL 33407 } DRAWING No 1,1 Ea_waa}1s M4iEe A 16UT J.. P.E. 5 t 1 �/ 1 7 1 / � 1 0 ar'CFAI /O1rNAnlor/nATC ' E 441P CONCRETE (SCE SCISpUtEM SHEET 13) ; am°T¢ I I I ORREQUIRED ®• EyS(ING i I I i 50.4.NA° I r- =�- EWE m ' RED Iv �iN1VO OtAss—� 1O1gvw..a ' htsa sa , � Ir agsma® . ; swn In F . t'..' I'':�"i �r'F : E In I � w E Gwo I 11 aR m i S . I 3/a TEX SCRLws 0 12'HO ' CONCaEIE ANCHORS B //// /` • ? �/ :. E o'' 7 Im (SEE SREDULE ON SHEET 13) / :�// - : EO �, �i •/'/. a y /'!. / IPPUGAIF rnmnc t / r .•i ; //�%/;/ EDGE or ASS CI� ME D,'—� ": �f ;',{ t r / ' il'�i . ! / r ,'// r • / /, SUED IF . •?i • mto'm �, IPPucAve / .'. o/.. O. ', ' ! SUB /,• Mft�W E RER a Cq� MT MID CONCRETE: MCHRs 1 0 ® CRCREiE IT REOUIRW (SEE SCHEDULER SMET 1.) MT HEAD COMPETE ANCHORS a.Rvsm•® REOAM) D. E T.° (SEE samuLE ON SMEr 14) 11 TRENCH INSTALLATION HV WALK -OVER INSTA eTION AU0 ONLY FOR UP TO ♦70, -75 PSF &&a. HV QI FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER HV CEILING INSTALLATION SCHEDULE /3. SHEET 11 i .grwly CONCRETE MCHORS DORM royal L..�_ m °AS° —( (SEE SCXEOULE 04 r—HY Hwaus— w IN '(ff IS) 1/.V "HW➢d iIPCM w/ Isar P." f%ISEINC EPs11N0 ' ' OR STING / N+fID IIPTip,pxu OI GLASS G4G5 'x fo.wpr ro m,.a �Ty��� i[G°AlO4Y OH 1/.b fMO9 Ou vema[ a um ,0 —O fJ3rD.FAS LNPW. NCa6 eV 1 11/4' 1 yP.,w O@m pm. P e• r.1O rq ' ea. AX, mal,A, �7r o aG rax maw D.o:m tlaY e r-h t/.• s•o' Iv IP re• wa Hwr �t fY.ut ! 1 aNND a twrc E.wamt IW r r/ OIPJ HC M2 e M r NAS 1 XEAO c•o • • / 9Qr 1, (pq 3 B l A ' -1 Yk TFR SlJtflwJ aauE Sia'ANr /IRd/.• HEX HEAD11 3 8• D IT O.0 TER ssROss o e• Beo.c. I i 3/a• j OR 1/ee SS YS. CONCRETE MCMDRG (, 6. 7 y , /uv3/.• sDs. 1 I IH. :�• '. /�/ 1/.•.-ma/.• a Ps W/ HUf O R• O.G (SEE SRWUIE ON f l S % - O O 9. 0. G _� Y� , U910 IpY-}p lru6 I SHEEP 1Q 1/j •_ •• %fr 0WOG T•9iP"---' 7R 18 1/E• Lt. / ^/ - a Bce,cawa ^ EWE OF I / 17 le • 1.. 70E.G. •11P,' (O[MMtAc O m1 �PUClartlE L_' J ' 01 R• 0.61H. SAS. . • WN YOMO cOuamE E.D. CONCRCTE MONTHS ME NOTE 13(D) 4 RENRm K ROD CONCR (SEE SCHEDULE ON ON SHEET 1 NOTE 13(P) NEOWRECREIC OCK vIEEE 1.) RUCONCRREETE OLD" RODNCRETEa M 1 PTIGUAL POURED RVMMO M KEYSTONE MONG INSTA I e coxcRElE QK 00 © HV WA WA K-OV R INSTALLATION O wwJw As.P. coNN UNTIPREswu: .a: u w TION RWUIRW y YAArW $�HRFR SPN, e•-D• 6DiE t n1s INSTAL auc, 4W.L BE E D. ME DISIMCE REDWMIE WON PDHORUE ME I- SEE SHEET . FOR rMCRL SHRIEA (s4 sPEOnGIONS ON SHEET 13) TAD cvfl to AN OPDUDIE EM BVDC' I AON SXEEi'�9 Wfl ARB°Br INSTALLATION DETAILS W/ 0) HV BLADE R- YWxIwG MCh6K WI BE CW®MD w AHr wAr ro sort Ixr omgsAnou• j1'11 R A. T FLORIDA 6UIlDING CODE Hon Hlgh Velocity Hurricane Zone' "VCEN$F :,•✓y Oxon 1XIM, Re, ®201] FASiEAN YELLL SUPPLY, INC. B. A.S.S.A. BERTHA u 1IC p Accordion Shutter System •mrr H.v aanE yl w/ OR w/o H.v vnM)or/ aenE American ShuHer Systems TILLIT TESTING & ENGINEERING COMPANY x D 15-08 a¢ WIV an 7 'E' `• 0 . ..'' '�] ,.`' 3us..•. 3........53 NRr.. R(M). naw DIR 268AssWastmedon. Inc. 1 OLD Is-Oes BUv 1 am o]/YT n Pnm° : (3as)an-1s3° , rP. o (3w)an-Iut t Pal Beach. Drive s West Palm Beoch, FL 33407 3 DRAWING No ro-ameT a .,r/ru.r„' N0.tO1 A iNx b. P.E. 4 1 / — 1 O7 P.E. SEAL/SIGNATURE/DALE 11OROX th' E 43167 • SHEEN • 7 OF 20 OUT IN ! �—Eg6MD Goss 6a83-i8 HIM) I.WY. W 0 CEGILYinE l.1/2'S/S fO N) E /IOle SAS 0 12' H na um1F. mR11 1 /F G TUIE ITNGIrt. F, NN.rsEPARAT10N«®-® o cuss (SEE SCNEOUEE IN DPR01 s2E xorEs av IacnNo Roos ®. m Inns © w INSTALLATIONS W/ 1 HV ,*6�mm® BLADE W V CENTERMATES CENA4RSMlbnaxplMauaEo DR SEE END WALL CONNECTION �E%IStING gASG ------------------- L----------------------'r—j IN KIM -10 q w� ��° �. �r• ci �. o. mrin m Fj Iii ID' W Iv • 4" O � ID IFi � ,� �© I1_--__-__-- OVT CONCRETE _ ANCNOIts Y 18' O.C. s. 3 vuel 3 � I 9e # « ® w ® OUT 6 1/2' NAY. SU HVD HVE HVF** II ,,,.,,,,,, FLORNA BUILDING CODE Non Nigh Velocity Hurricane Zone Q 0=7 WOOD, M 02012 EASTERN YET& SUPPLY. INC. NS ioBERTHA VTN IL E C O E■-. S S A Accordion Shutter System A ■ ■ ■ ■ tLv. RAM PI w/ w w/o KY. WNoav aAOE TILLIT TESTING A ENGINEERING COMPANY American ShuHer Sy91om9 OExmmax o3n oRArm fir: Lc \• .C„'•,. COnm{A ..+:G7• ,JE uv x.. «,,. sta..x�, wlmw cu,m„ mm� 3Le Association, Inc. 1 OL9 I6-Oes T/2T/2 wte 02 n n c3��1S--•--^g-z-NG-w A0' Pna; (3mW/6131IdR-`Ia_mpy.pyF«la : (=1871-1e31 4268 Westmods Drive WOa. Wes( Palm Beach, FL 33407 3 ^70NAL..I E[a12 OR1AW7N— P.E. EZ79CRAUE/DATE nwAG 11N 1a,3� 14416r ° SNEEi a B OF 20 "T" D 0 Hy MALE/FEMALE "T" JXKS CENTERMAT5 _8_?_ & LOCKERS /()HV BLADE SEE ENO CONNECTICH OET I c ON SHEEM 10 A to OUT ar" —INSarn reoba®®aapO"Nrn. �xu"asx, eewtNouuE4NLomxwnarn saenxmsNuoe.N , P U * seE xmE a raa N+ taws , r wx, ax wper a t ar>ae eui xv�mmu nnmmnmewenva, ,xa auPm OPµ ou9¢pa(/, x(V upstr mOSe w fWx ©OeHV "T" LOCK IN -0 v OUT e-20 x 11/2" S.S.M.S. 7/6"0x 3/32" WINGNUT. 11L* O1017 NNCO. WC. TIWT TESTING & ENGINEERING COMPANY asvxr. sew s4, u.. sox xPca uamrs. nwu v Opens a (305)BT-n]0. ran t 110"671-n]I •-ma: ,0eewarepm ta-caoa MR A11LLa 441P.E. rLOPeAtb. / IiI BJ M rr ®swap R-rm A.S.S.A. Amertcun Shutter Systems Asseelation, Inc, 4266 Westroods Drive West Palm Beach, FL 33407 sx �ma w uxcw ,Dorm a ro® �pom w ua e amTew waxen mucmava wo-xm e wn nm axmpuxr uxxrarwe , a (p KV. MADE @1 W/ OR W/0 N.V. AWING No 17-107 MAKIMUM SHUTTER SPAN 'L+' OR 'L-' (ft.). FOR INSTALLATIONS VI/ MATESCM or VI/ ONE H.V. L0® ®®r ®orr or HD LOCK IS W/ NO LOCKING R005 0r CENTERMA7® 28® 29 W/ ONE FQi- LOCK 30 W/TWO LONG RODS 35 TOP BOTTOM t115EE ... _ . Ara PmN P b.Ll m -1 GON C& & IN; tAW110NS 0 WALL YWNIWG RCOG MOUNTING I. W l-(n) L4 W 1- 30 OR LES Ifi'-0' 16'-0' IBC-0' I6'-0' 35 i.', 1f-10' IS'-2' 16-0' 4D 13'-10' 13'-%0' 1 14'-2' 1 15'-2• 45 I3'-1' I]'-1• IS'-4' 14'-Y 50 55 11'-t o' 11'-l0' 12'-1' 12'-11• 60 11'-4' 11'-4' ll'-7' 12" 4• 65 10'-10' 1a-10' III I* 11'-11' 70 10'-6' 10'-6' 75 tD•_1• 10'-1' 80 B5 9'-6' 9'-B' V-9' 10'-5' 90 9'-]' 9'-3' 9'-5• 10-1, 95 9'-0' 8'-9• 9'-Y 9'-10' 100 B'-s' S'-4' 9'-0' 9'-7' 105 B'-7' )'-11' 8'-9 W-4' 8- 9-2, 115 8'-2' T 125 T-10' I 6-8' 130 135 7'-Y W-2' 7'-9• )'-9• 140 7'-5' W-11- Y-Y T-6' 145 7'-3• V-9• 7-5' 1 T-3' 150 T-2' 5'-7- 7-P 7'-0" 155 7'-0' 5'-5' 160 8'-n' S'-2' T-t' 6'-7• 165 6'-10• 5'-1. 1'-0' e'-4' 170 6'-9' 4'-11' 6'-I1' 6'-Y 175 6'-Y 4'-S' -W ISO ISO 6'-6. 4'-5' 6'-8' 5'-10• 185 fi'-5' 4'-6• e'-Y S'-8- 190 6'-4' 4'-5' -7-6--7-6 IDS 6'-J' 4'-J' 6'-5 5'-8' 200 20.5 MAXIMUM SHUTTER SPANS 'L+' OR -L--- (ft.) FOR INSTALLATIONS W/ ONE HV LOCK Or or W/ NO LOCKING RODS (SEE NOTES T, T7) .- ... AS0. � PP � Nam?) CONCRETE & 6000 vML 1OWIILYr. b FTaoR/tmlxc uouxmcc u 1N DI 30 i6'-0' IBC-0' 35 14'-10' I 14'-10• 40 13'-10' 113'-10' 45 IS -I' I 10'-1' 50 T2'-Y 12'-5' 55 II. -to' 60 ll'-4• 55 m'-10' l0'-10• 70 fo'-6' I so'-s' 75 to. -I. 80 9'-10' 9'-10' 115 9'-6' 9'-6• 90 9'-3• 91y 95 9'-0• 8-9' IOU e'-9' 8'-4' 105 e'-Y 7'-11' 1ID 8-4 115 6'-2' Y 3' _)1. 125 7'-10' I 6'-8' ❑0 T-0' 6'-5• 135 Y-Y 6-Y 140 7'-5' 1 5'-11' 145 1'-3' 1 5'-9• ISO 7'-2' 1 5'-7' I5S 7'-0' 5'-5' 160 W-11' S'-2' 165 6'-10' S'-1' 170 6'-9- .'-11• 175 W-7• 4'-9• 180 6'-6' 4'-S- IRS 6'-5' V-6' 190 6'-.- 4'-5• 195 6'-0' 4'-3- 200 6'-2' 4'-2- 205 6'-I' 1✓ MAXIMUM SHUTTER SPAN* "L+' R 'L-' (It.) INSTALLATIONS WSYMMETRICA HV LO & W/ ONE CKS OR W/ NO LOCKING O DS (YNJD FOR MONTN0Q1 SHEET 7) Nµ44y COrICRETE VISTA KN15 wtp ROOR/Ca o Ywa= f•1'�'�t FLCpt Ju uL-00 L 4 Inl l-IN IO 10'-0' I6'-W 39 IS'-2- 16'-10' 40 14'-Y 15.-2. 45 IN-4• W-3' 6o 12'-3' I]'-1• 55 II'-1' 11'q l• 60 10'-2' 10'-11• 65 9'-Y 10'-1. 70 8'-9' 9-4' 7] J INS+ I I A�ENG CONCRETE & WOOD WALL A. B. C. D. E. M. N, 0, P. 0. MOUNTING F. K & L R. S, & V. rLOOR/COUNG MOUNTING G, H. I. I1. J T. U. W & % & M D MWIMUM SHUTTER WAN •L+- 09 Y= FOR INSTAWTIONS INTO WOOD SHALL BE UMRED TO 105 P0. AS.D. DESIGN PRESSURE RAPNO. t W CORNER CENTERIALTE /3 MAY BE USED AT ALL MOUNTING 015TALLATIOMS. MKIDNG SPEOFICATIONS M SHABE AS NOICotf) ON MANDATORr CONO T.T. 12 NOTE /5, SHEET 5. ft EXCEPT i r WIA M sHum SPAN'L+' OR *L-* µ0 MACLNM ASD. CODING PRESSURE RATING FOR NSTAlIATpS INTO CGNQRTE OR CCNCREIE &Opt SHN1 SE LHUnT, AS MULOy : I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64,-72 P.a.f. AND 8'-0' SPµ, SEE MOUNTINGO)ON SHEET 7. SEPARATION TO GLASS SCHEDUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE FLORIM BI CM17 MUM. or. �TT1co A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ens 11.r..1¢a..D, V... v avmuz L. W" Association, Inc. Plies t (ID!)071-1530 . Fa.: p05)371-1531 4268 Westroads Drive '-' aln. w<v^ EB-o=719 West Palm Beach, FL 33407 UT MXMI A 76L. PL FLORGA 11c 1 4416J (1) L+: MAXIMUM ALLOWABLE $PAN FOR A GIVEN POSITIVE Asa. OESIGN PRESSURE MTING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATVE A5.0. DESIGN PRESSURE DATING. (2) PROCEDURE TO DETERMINE MXoUUM SPAY FOR WALL MOUNTINGS (TOP/60TIOM) OR FLOOR/CEUNG: GIVEN A POSITIVE AS,D. DESIGN PRESSURE RA1INC. DETERMINE MAXIMUM SPAN 'L.' FROM SCHEDULE, GIVEN A NEGA7NE &S.D. DESIGN PRESSURE IUIING, DETERMINE LMKIMUM SPAN -L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWAULE SPAN IS EQUAL TO THE MINIMUM OETERIAINED SPAN BETWEEN 'L+' AND 'L-' (3) PROCEDURE t0 DETERMINE MAXNUM SPAN FOR COMBINATIONS N BETNEER WALL MOUNTWGS W/ R00R/CEIUNO MOUNTNGS; FOR A GIVEN POSITIVE ASO. DESIGN PRESSURE RAING: DETERMINE: LI+- MAY. SPµ FOR WA. MOUNTING INSTAIARONS U+e MA%. SPAN FOR FLOOR/CUUNO MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE ASD, DESIGN PRESSURE RATING: DETERMINE- LI-- UM VAN FOR WALL YOLNTNX INSTALLATIONS U-- MAY. SPAN FOR FLOOR/CEfUNG MOUNTING INSTAUARONS. FINAL MAXIMUM ALLOWABLE SPAN 6 EQUAL TO THE MINIMUM BETWEEN 'L1+', 'L'-'. 'L,- AND 'L2= OTN FINAL WXIWM AS.D. DESIGN YAXILIUY ANCHOR 02017 FASIEIN MAL SUPPLY, NG ER » Accordion Shutter System MAX AT W/ Of W/0 RV. 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ANCMRS TO SUBSTRATE SN BE AS MWDlq!: (A) TO EMSRNG POURED CONCRETE; (Wn 1'e - 3 IM) - 1/4'0 ""GON OR TMCON M MVANCED MRFMFORIE rcoUROUDG1 µE"% AS MWUn CMRM BY LT.W. BUMDEX (Wn. re - 3 ko AxGNOR. cPJre'�MIf iAPLON OR - 1/4.0 0 3/4' / POINTS. SOUO-BET ANCMRS, AS DMME, m NL POOR, s,M. B T N SPENltt EOWMF. (Wn. re - 3 w) - 1/4.0 BLUE TM CONCHES ANCHORS.IY/ W AS WyUFACTURED BY FEARIDA FASIdERB ORECT, NO. (Yin. re . 2 Lel) fAPCON WIM AOVUMEO MREAOFORU TECNMtOOY I/4.0 TAPPER+ µCHDRS AS WHUFACMRED BY PDXERB FASTENERS, WC.. AND OMesm VY POINTS SCREW, BOLT h SPEC411Y COMPANY OR µY OMER WPRWED UEMOCG OR AUMOR,, VENDOR REGISTERED WIM ME AMERMIN SHATTER Sl3TEU5 ASSOCNTioe, WC (W. 1'. - 3 N•G All. PaNTS SOUD-SEl BLUE TM W/ CAP Norm. TAPPER+ AI) MINIMUM BMBEDMEM INTO PDEREO CONCRETE Of TAPCON 0 TAPCON WON ADVANCED MRENOFORM TECGN0L)0Y ANCHM AND TAPPaf+ µCLORE IS 1 31e. 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WNDDN HARE Ink "I SCIIS nex wrt 1W4MS av: c 1 OtO/eT/1 IM 0)/1) 1) DRAWING No 4 17-107 Wo U➢CON OR lWPCON NAM AOVANCEO MREMrORU TECHNOLOGY PENETNA"N MRrMEO AREA TO COMM WOOD HEADER (SEE Soo= ON SNov 15) 5f➢NU110NHF%DF%RA REOYIagED IY 1 OR (9' 1 M aA55 L� II�fIX�O� Tm�R I aaAa�a ma4N OM HV WAIL HEADER INSTALLATION [wmxc 2'.=W WN. SEPARAT01 TO DTASS I I 1W00 Pl.iq we scRusua ON sHEET 11) fi I 3 2'M' "Do REWD. 1/1'. TAPOON OR /APCON MATH ADVANCED MREAOFORM TECHNMAR;r W/ 1 1/2' MI.. PENETNAWN Cr MFEAOED AREA TO YaRRNO WOOD HEAODL (SEE SCHEMM ON SHEET 15) � 1/1•0-20.0/4' As. MuMM, SCRDYS WJ 1J1'-20 NUTS O 1 Yw, 12' O.C.rEi 0 Yw. WOOD REWIRED W TO CL ON SHEC E>mTu� (SEE SCNF001£ dV �SHECT It)�l� I I E- 1 FFpu{7{17N1 �IIIpNII I'1 , NW. 1/4'. TOWN all TAPCON WNH ADVANCED THPEADFORM TECRNOLOGY W/ 1/2' 11 I ) I urn. PFNFRNRON OF INRFIDFO AREA wf0 PLTM1'0pD� \ (SEE saeDIRE ON sNEET IS) 1/2 WN. CON] 1/1'o iMCAN OR APCON NTM AblµCED ON RO TECHNOLOGY 1SEE SHEET 1 FOfl TYPICAL $HUTIFA Yw. 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W., P[NEMADON Or THREADED AREA TO E1tR1`NG WOOD HFADEAL 111 , I (SEE scousu E W SHEET IS) WALL FINISH ®HV WALL SILL INSTALLATION METAL F' ' IL EC O INC. nLDT TESTING A ENGINEERING COMPANY Pn.m: (ao e)m1-m». ro.: nm)an-Iss1 -m� �oeo Aa,n Wum A, Tnur'a. P.E n0°R' L, / 111eT , A S S A American Shutter Sys)em9 AeeOa)a)Ion. Inc. 4268 Westroaas Drive West Palm Beach, FL 33407 ._. ..IY Accordion Shutter Systl NV. BLADE b1 W/ OR w/o HV. NItmW HeB n. u oroNanoN wTE DRAAAI V. La I OLD 15-O85 /]7 1 wra 07/22: =.f,,`•'. ............. i SA/0p•�•. E•µµ..SO I P.E - M 1JJgW) %%ATE s ] ORAWMC No 17�10 . s SHEET 6 OF ° ■ 0 WALL RNISIN I v HT 2%.0 U N5 E $ 9 O I SPAN & DESIGN I nen MR INSTAL 1 ATIOAl W11H 1/4.0 TAFCON sw - , KING IN UNISON / Y• IAPCON WRt1 AWANCED- MAX 4 aB YnWN0 'I -w Ee 2• THREADPoRY TECHNOLOGY WOOD uw. W/ 1 1/2' Nln PENETRATION SIRYCIURN ADEQUACY ,- EDGE Or A PucutEj I / jl• OF Mfl ED ARU TO 1H•0-2maN• 5.5. OF CKSTANG WOOD eEW 1 1' PHIWPS TRUSS HUD E%ISIWO %000Mx 01, SH . 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I MD 15-0e5 2/27 1 27 n Plwn. 1 (30*371.1m , T.. ; Wo5)aTl-uJl 4288 Weslroaas Drive 2 �Q G�,..dL m`TEe .N . West PaIM Beach, FL 33407 L No NAL EN W P A W • P.[ 07 P.E. SEAL%SI.... RE/DATE nQRDF, uc E 44167 ° ° 20 IQOR ®• 6-O.0.0-53.Q- Q•fl•Q•Q ..4r,. Or •fl•fl•O•if•fl END CONNECTION DETAII, END INSTALLATIONS M HV BLADE OR f& WINDOW BLADE INTO 2"x4 MIN WOOD STUDS —Immc aaa w,om ux w�urk[ s NIT [u. It. t•�et t43 I I S N .10t m noon END CONNECTION O I-- o - men Mum M. P IL ECOIMc. TIWT TESTING a ENGINEERING COMPANY uv nx een at sa wa. x.mr. svmms. —31 w... � poelwl-Iwo . ra. , (sw)an-iwI r-mrm w..ee.xwn e-aoowl9 W4fG A NLr J.. TeTc nma Iz. / aalV mu-....00u wwv U) Pa•IK sas nT. Ul✓M1 .vaawuTo w�u r ocher.¢., v ap}) A.S.S.A. Ameriean Shutter Systems Association, Inc. 4268 Westrooes Olive West Palm Beath. FL 33407 _END CONNECTION DETAIS, • .ms. oru,a sw.a mo w cw� u•-r • SEE Mu�AlI0N9 aF USE FOR BUOE ON 91RET 19 Accordion Shutter HATE #1 W/ CR W/o KV. 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BLADE Nt w/ (2T w/o H.v. vnrnav BLADE i l STATE e• , r, N usrA"rou wrt oAemr nn Le ol0 16-a6s T/llll wsr, W/zTl1T •, 'Ty `,` '• Oq`•.Rpg10P:`�a6jr,a • [ �p •Ga� , p F CreX%L�1FA)e'M1.IiO•)nATe r DRAWING No 1 7-107