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HomeMy WebLinkAboutPRODUCT APPROVAL11I520J8 ' Fonda Department f BC15 Home I Log In I User Registration I Hot Top[¢ Florida Building Code Online �agwa'tt FA 08PR1104E, 08PR 01(KI810N3 COMACT{pBPAQuernit Surcharge I Stats & Facts I Publications I FBC Staff I 5CIS Site Map I Links I Search -' g az Product Approval x SCANNED USER: Public User B Product Approval Menu > Pmduct or Application Search > Application List S} L • UCIe County Search Criteria FILE C0123Y r Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL 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 Search Results-AplaIlcations FLft Tvee Manufacturer Validated By Status FL389-RS Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion *Approved! by DBPR. Approvals by DBPR shall be reviewed and ratified by me POC and/or the Commission If necessary. Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Fiends law, email addresses are public records. If you do net want your e-mail address released In response to a public -records request, do not send electronic mall m this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Plants 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 emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Depamnent 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 . ProductApproval Accepts: in ® 69 12 CreditSAFE https:/Moridabuilding.orglpr/pr_ppp Istaspx 1/1 1. BERTHA �HNV. EA ACCORDION N 6NUmR SHORN SHALL W NO OD PbTWAGF�O AT NU(UUCHAS SEEM N VERIFIED FOR COWIMADE N1.ACWftON10E WITH THE M14 (15% EDITION) OF THE FLORIDA DENTGN MHO) LIMITS SHALL ER CITE UNTIL AS PER SECTION 1n20 OF THE ABOVE MaRIONFD CODE FOR A RATIO WIND SPEED REQUIRED ST WE JNAWSRON WERE S19RiER TELL BE INSTALLED MIM A DWECmNVElY F4TGR M-GAA& USNO ASCE 7-10 AND AWL NOT EKO® ME NAHNON (RSA.) OL9GN RIESSLIRE RATINGS INDICATED ON SISE15 11. TIRO 15, 10 & 20. IN ORDER TO VEAFY ME ABOVE CONDITION. ULTNATE DESIOU WIND LARDS [DETERMINED PER .ASIDE 7-10 SKAJ. BE FIRST REDUCED TO ASD. DESIGN WIND LOADS BY WLTIFLY NG THEM BY 0.6 IN ORDERED COMPARE THESE W/ MAY -(ALSO) DESIGN PRESSURE RANKS NOrAED ON SHEETS 11 WNM 15. 19 & 2N IN ORDER TO VETTlY THAT COYPCNF7RS MID ANCHORS ON THIS PLO., AS TESTED, WERE HOT 0. STRESSED. A J3 ■ INCREASE IN 4LOWAD(E SIRES FOR WAD LOADS WAS HCIL USED IN WON ANALYSIS, NOREVUR. A "NO DURATION FACTOR CD-1.GD WAS USED FOR YETORCATNN OF FASTENERS IN WOOD. TIRRA N.V. ALCOR[40N SHARER SYSTEWS IDEOUACY FOR WIND AND iMCE MISSILE IMPACT LOND RS BEEN VFRFIFD IN ACCORDANCE WRH SECTION 1609.1.2 OF THE AI00& MENTIONED COVE AS PER AR REPORTS` -HJ BLADED /0114.01-" /WISOI-OT. /lOW.01-0% /1214,01-05. /0317.02-06, /0009.01-10 AND /0210.01-I1 AS PER TAS-201, TAS-202 AND TAS-2GY RWIOCOLS ART) ARM E-1W6 AND E-1996 STNNDARDS (MLSSUE NAVEL D. MD ZONES 1; 2.& 3) 4 I11.1220.01-10 AS PER TAS 201. 203,A 203 PROTOCOLS LARGE ASSIE -MA WRIDDM ELATE 0fo3o5D1-OB AS PER ASTM E-I666 AND E-1936 (Mb9LE DEW. 0. V ND ZONES 1. 2 3) BASIC PROfECfiON ONLY NA f 0723.0E-W AS PER TAS 202 PROTDDI- 2 NV BRAE QI ANO.FN WINoON BVDE m ARE pNtaTTEFFfD l0 YNRK.IN U119JN WOH EPRI OMER MINER TE GEHfRV. LDUUlIOM AID CONOIlI0N9 Oi USE lNOG1FO INN SNEEf IH J. Sn➢�D6S Sim SCPFAS MV. ACCORDION VTIN i1J8.0 W 111e1) STRENGTH AANDAI0 too WZAND FOR TENSILE SlP� . WS BE51MLL K CONNECTION WARN BERTH M',141dDYROWD I) COOING7Sri'REN AS V• {IACIU�1fRED of �� COATING MPIIUSCS, RaVITERED WHIN AMEiN.W SHUTTER SYSTEMS ASMCMIIPN. RNS MUST BEM THE W NMBNG ON WENT )LED. 4. AL ALUMINUM EKIRAU015 SIWL SE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS PD4.\TED ON SHEETS 2 AND 3 MXAc)M YEID STRENGTH FOR 6063-76 ALLOY IS DOM W AND 317 W MR 6005-TS ALIT. 5. ALL ScRims To BE SMNE35 man. SO4 ON 318 Alit SERIES OR croRsIsION RESOTATu COPED CAReDK Sim AS PER PN Same WeN So Eci MIN. TITLED SINENGM AND, 90 W MIN. TENSILE ST ERM AND SNARL COMPLY W/ FLORIDA NODNfi CODE SECTION 2411XL4. & BOLTS TD BE.ASTM A-307 WLVANNET Sml- OR. AV 304 OR 318 SE7nE$ SWNLESS SIIfELL TEAR 35 W WNNUM YIFID SIRFNCRH. 7. SEE THE FDIIDWNG SHEETS FOR ANCHOR SPEaFIGItCN3:W BADE Q : 12,13,14,15 A7E:20 W BADE D & O TURNING IN IADSOIk 12, 13 & 15 -a THIS DERnN 1W. ACCORDION SHOWER SYSTEL BEARS A US. PATENT 18'779.582:-COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART DY MS. PATENT r54S%179 ISSUED TO EASTERN UL74 SUPPLY, INC 9. R SHALL BE ME f✓E Cry OF ME CONTRACTOR TO VERUY THE SOUNDNESS OF ME spOTIURE WNETE SIWt1ET IS TD BE ATAcam To NSi1RE T2a'aT ANCIoNAE. CWORACTOR TO SFAL/CNRK ALL SAITTER CONWFeNT mCES WKICI RENAL{ IHKI FA.TENONO IN CdeIMNOUS CONTACT WIM WE RAGA 10 PREVENT WJIp/RUN INIDVSOIL Ti EACH UNIT MUST DEAR PEWLANFM LABEL W A VISIBLE PLACE Tells WARRING NOTE: DUUNO PBOOOS OF HUWRCWE WARIN S HOVE OWNER, TENANT. OR 411M DUST PROPERLY CLOSE ALL TV AND No CFNNEAUTES AND ENGAGE OR LOCK ALL W AND ROD LOOOL 11. SHUNEA YANUFACRIRWS UFIEL SNUL SE IOTANE) ON A RENDly MINE LO('.VnON AT MCOREON SFMIER IN ACCORDANCE WHIN SECTOR t710%3 OF FLORIDA EXADINO CODE CNE IAM SHALL BE PLACED ran EEn OPEEM: LAEt1WO TO COMPLY M1M SECTION 171043 OF WE; FLORIDA EIILONC CODE. 12. 00" N.V. 4CONMION WN SSTEMIS p15W1A1MHN SHALL COMM.Y W11N SPECS INDICATED IN THIS DRATENG PWS ANY INIMIO AND ZONING REGU1.t1WHS PROVIDED BY THE JURSW'CRDN RWAE PFPbEb APR)ED 1R 13. (o) THIS PLO. PREPARED BY THIS ENGINEER IS TLNERIC AND DOES NOT FIWNOE NFOfAMTION FOR A SITE SPECIFIC PROJECT; LW WITS THE SIIE CONDITIONS DEVIAIE FAWN ME PLD. (b) CONTRACTOR TO GE RESPONSIBLE FOR THE SELEVWN, PURL AS'L AND NST141AMN NCLUDNO LIFE SAFETY OF THIS PRODUCT, BASED ON WISE P.F.D. PROVIDED NE/ONE DOES TOT DEVWE FROM THE CONC IDA13 aff t ON THIS DDCUYFNT. CONSWIC11ON SAFETY AT SIZE IS THE CONTRACTORS RESPCS@yR. (c) THIS P.EO. RILL BE MAyO IF ALTERED BY ANY HENS. EE1 SUT SPECIFIC PROIECIS SHALL. BE PREPARED W A FLORIDA REGISTERED ENGINEER OR ARCHITECT WDCF TELL BECOME WE EWINFEt.OF RECORD (EO. , fbF THE PRNECf PNO WNO WBL BE RCSF'OFSBIE FOR WE PROPER USE OF WE PED. ENGOtEM OF RECORID ACTING. AS A DELEGATED ENGINEER W WE P.E.D. CARNET SHALL SOBWE TO MI$ LAM THE SITE SPECIFIC ORAWF%S FOR REVEVL {PI OAJGOIIL RID. SEW! BEAR ME DUE AID OECIVI SEAL HIM SPRMTUFE OF ME PROFF590N4 QNCIN]Bt O' REDOES TINT PIItPN6D R. OS IL ECOmc �TL* TWA TESTING & ENGINEERING COMPANY ' =f QF IW Nl w 545M. ]W WIImA W✓DEM. RONIA JI PNon. ; (OG4JB0)1-1680. f :, (Jo5T6Tl-t>31 m: FdMccOaM.vn� 1'FLISI A. t&. PL RMM tic / Nn6T TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SNUpER ASSEMBLY 38-/4 SHEET 4 IYROLL M9YDOW [RARE & WMDDW DETAIL AwFA 9: HV BLADE 6) Amp Hy TNINDOW BLADE 6T� (WHERE APPLICABLE) TYPICAL SHARER O"ATION & NOTES ON LOCKS SKEET S+ " INSTALLATION DETAILS A-F. CONCREWRIeCK SKEET E� INSTALLAON DETAILS G-M. CONCREIF/BIDCN SHEET 7 CEMERWTE DETAILS W SHEET B CENTELMAIE ALTERNATING DETARS W SHEET 9 ENO CONNECTION DEEAHS 1-6. SKEET 10 1V)IM11M SPAN TABLES SHEET Il ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SOHFDULE- CONCRETE & BLOCK SKEET 13 ANCHOR SCHEBUIE- CONCRETE & BLOC( SHEET 14 ANCHOR SCIEVULE- ROOD SKEET 15 INSTALLATION DETAIS M-R. WOOD SHEET' is INSTAIAITON DUARS S-)L VICOD SHEET 17 END CONNECTION DETAILS 7-12 & )4 WOOD AREA 3: W WINDOW BLADE 6a SHEET 18 ONLY TYPICAL Si1ypER ElEVA1WN .AREA 4: HIT WINDOW BLADE (Tl SHEET 19 ONLY PMA.LAMON DE AM METAL SEND WILLS SHLLT 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ) .I A.S.S.A. American Shunter Systems Association. Inc. 4268 Westroods Orive Wasl Arn Beach, FL 33407 MADE St W, OR WING No 5-085 •I � a 4]T � w99 • �HV SOLID BIADEI �HV UNIVERSAL FLOATER ] UNDER US PATQfr It 5458179 OUALIRED FOR USE W/ Iry SLADE01 6005-T5 ALLOY ANO TEMPO )NS OF USE OF BLADE ® ON SHEET 19 6063-M ALLOY AND TEMPER ©HV ADJ. FLOOR TRACK OUALIFIED FOR USE W/ HY _ b 1.917• t p �. � 1 .(63• g 'D .1W BTo 11 HV CEILING HEADER 1Q HV HEAD/ER/SILL FlED FOR USE W/ Iry BLADE(1 ONLY. OUAUFlEb ORTB E AND BLADEVONLY SEE SEOTONS ZVAUDIf1'.'' 6D63-T6 ALLOY AND TOPER I YYRI 1' 1' 062 1�6 SIDE ANGLES QUAUFIED FOR USE W/ HV ALUMINUM ANGLES BLADEQt QUALIFIED FOR, USE W/ W DLAOE 1 ONLY. 60fi]-TB ALL AND'TEYPCR 70• S• e9]• ©HV WALK --OVER TRACK QUALIFIED FOR U L W/ HV BLADE 1 6063-76 ALLOY TEMPER (R 00,11) EK A e 11 II © 2' V MAX 1/B' 1/e• ® 2' 6' le1L 0.1B2' 0.192' 10 2.5' T' MQL 0.190' 0.199' Y 5' A40G 0.139' DA31• IL ECOLNC. TRLIT TESTING k ENGINEERING COMPANY exs:KA. 36iwA. 3p..XawUu 9Bd(M.IIPBY. J] 1Tme : (b5)6T1-1510.. Fm : L�6)s71-16J1 DArtR w Turt I.. P,E FIatOA Go, j NIBY A.S.S.A. American Shutter Systems Associatlon. Inc. 4268 WesUoads Drive West Palm Beach. FL 33407 IN 0 2015 FASIERN METAL SUPPLY. M. BERTHAWTM Accordion Shutter SysteE ILV. BADE.#1 W/ OR VA/O KV. WIMOW LADE :v. oacemm nrt o6a*+ Drt M.. 1 OID 11-192 lJIJ/IS oMe 4/11JI5 2 DRAWING No '. 15-085 PIrH � [xonr OEYAneI © LOCKER FOR "T" COCK CENTERMATE OUAUFlm FOR USE W/ IN BLADE IQONLY 6063-76 ALLOY AND TEMP[R Ca: 9 M ® LOCKING RODA OUAUFlED FOR USE W/ W SLAOE01 6063-T6 ALLOY AND TEMPER �2} NV FLOATING CENTERMA-- O ED FOR USE W/ NV BLADE I & ONLY 6063-T6 ALLOT AND TEMPE a]A• 93_ - D K OUAUFl 6083OT6 ASLELaY/AND 1EB4 R I ONLY M 6063-76 ALLOY AND TEMPER M OUAUSED FOR USE W4 W BLADE 1 & 6063-TS ALLOY 0 TEMPER *1/1• I/.-X W 1/4" 0-20 AISI 304 RIFS S C THUMBSCREWS OUAUFlEO FOR USE W/ NV OWL V JL ECOING. . TfULIT TESDNG & ENGINEERING COLIPANY fXT X.11. M.. A.S MMA .N R' PAem : t305W]I-13]A . Fm1 (203w,-wI m�p95)19 iEOR[N 11u 1 0167 P- }SM &5' D OO - NV EGRESS LOCK QUAUFlEDffR'USE W/ HV BLADE tJ& ® ONLY. J60•AiID't R,. enO(P RNEIwG 1/4"0-20 RIVNUT* DMm M AUDn ,ARa nAx¢ TAN m9, as urmuacv® ar AXYL Drc, XDY xxse' orwA aX e9en. RNATIVE LOCK FOR USE W/ HV DE ONLY. lINY6[ed GRINDER OR 1QY CILNI#'R 06]5' Mn. i .116' 4aa. 0 IFAD@IUNN CalNOER 0R XEY I.R Yua BY REGENT HA®HD C TME UDxKs 00 6D6E5 2533 NOOK LT LOLX. QUALIFIED FOR USE W/ Hy SLAOE IQ& OA A.S.S.As American Shutter Systems As&DGlatlon. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System Ky. aADE @1 w/ OR W/0 NV. w mti HALE _ ;AWING No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV qX HV 10 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870't3/16' THICK NYLON WHEEL 0.188.0 AISI 302 SERIES S.S. RNEIS ® HV 1 3/4' ACCORDION PIN W/ /8 HEAD a ® HV 2 3/4' ACCORDION PIN W/ #B. HEAD i ® POLYCARBONATE IMPACT RESISTANT FPa WINDOW W (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR HV ® BLADE. T SHUTTER _ASSEMBLY EXTERIOR NYPICAL (2) HV PIN ® MAY BE USED IN LIEU OF (1) AND ONLY AT A�� NY PIN ©OEzttkl009 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q w.ax+' ausE's 10A1001. j NUM M G TO INSTALLATION "I1', SHEET 7. BLADE WHEN CORRESPONDING 049'-p-- REONREYFNTS) (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16" THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAL X, SHEET L CARRIAGE DEFAIL M EMBLY LAYOUT M HV BLADE SOLID & fA HV WINDOW BLADE DETAILS N.T.S. IL ECOInc. TILUT TESTING & ENGINEERING COMPANY O]Y rM. abA 54 bh Wa. t'01 F. GRQ41W4W N Fly.: (aa1)8Ji-tsao . ra. ; pmpTt-1 VI ec W. tsar: .te1s' evoL .os»• ,tom .orn� .sszs• POLYCARBONATE SOURCES FOR tmvE rmw�a NWlal smwm �av rp rnamrt ,�,ar� e >� �c mmr am, mn aaa Na' vaa mp' +camcmv anmcm rsn aava v,Mv o.+ vava oat nwrr arm�n a ,nv Em vmv ivam wE �E.o7 W. rlmwt avun .wu may .Mamv wE waav vt React ,glalm a'aa 1YN OEM 10 R-b. w Il R•®� 9r1S T91t ,a}n WM] .14 2 ati i . sat a ouBec rm vsM c-� am o-� a..M svr nwnoh isnv,aa mM r am r � ulu ciss neat AXM.IN MWI A4n ra m pJ. eMo a.+ +omr a+ms vaa¢ Roauoo •nu me w, r.a am v.� A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach. FL 33407 INA "NO No 15-085 ?�? �E •Fy1.F�Ir� 0 0 0 0 0• •� B S E ���trlr_rr_nu_,n�tr,±t�s�t�rrr• =r�tn III R D. D III IN If�6-Maw --y---!-! faF•�LL'�Ai:�f•il�if•�� --- ----- tf�itV OO. O• D. O. O• O• O. O•' O• O• O• O• O• O TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. C OF CORNER CENTERWTE 1. j Mj1: ONE W LOOK ® or a SHALL BE USED AT 1/2 OF SHUTTERNJSIRM FORRTANY MY OR 12 AB WE OR BF�Owor �2N4Y BE UEEB AS M MSIOEA R UOU EDE LOCK, & NO) TO QJI OAR Q� � EE NTERMA. NN LOCK U CENi6iNATES WJ(2I 1/4'9-20 K 1/2 LONG MT HEAD SS. N3. LOCATION OF LOCK SHALL, BE AS MOICATED ON SNURER AnOH 2 . I PURPOSES. UP ro TAO W 0® SHALL BE OR INDICBE USATED ONNOTE AN INSIDE OR OUTSIDE LOCK. CONNECTEN OF LOCKS TO CENIERNAEES LOCH N OF LOCKS ONIX WHEN MI �-LS UaH1 W/,WO NV rrxsL•. LOCKNG RODS ARE NOT REDUIREO AT�IUI' Is E PoSITION. BUT MAY BE ISFD IF DESIRED lO ENHANCE SHUTTER PFRFO LUNCE. LOCKING RODS (LID OR AN:PLTEflTU7TVE DEVICE WY ALSO BE USED AT STAfCONO POSITION (NON HURRICANE P091104). 4. - ONE HV LOCK ® ® SHALL BE USED AT CORNER CFNIER - SPAN AND INSTALLATIONS AT ANY OR MSICE IOc1. ATTACHED TO @D CORNER CENTERI.UIE W/(2) 1, 1 20 K 1/2- TANG MT HEAD ss. N.S. TWO LOCWNO RODS y� AT TOP @ BO OY SHALL BE USED. LOCATION OF LOCK SHALL BE AS INUCITED ON TYPICAL SHUTTER ELEVATON. MAXOEUM SHUTTER SPAN SHA L BE DETERMINED AS PER SCHEDULES SHUNIN ON SHEET 12- 5. Al • ONE ALTERNATE W LOCK MAY BE N UEU OF W HOCK or FOR ANY SPAN AND INSf TKIHE AT ANY LEVAlION. N- ELM LOCK WY BE USED AS AN SIDE OR OUTSIDE LOCH. ATTACHMENT OF 1/4b-20•s/4' S.S. THUMBSCREW TO ® OR CEDfRdATES EHALL BE MADE W/ 1/4'9-20W/4- AUIM. RNNUT AS SHOWN OIL SECTION! HVE. EHEET B. ONE IDCIC SHALL BE USED AT 1/2 OF SHUMN SPAN OR TWO LOCKS AT 1/3 OF SHUTTER VAN. 6. - —^• NIX: •"•• 83 FOR KEOSEEBEr MOUNOW =Nj =a ONE W LOCK ® or ® or @ SHALL BE USED AT 1/2 OF SEWrER SPAN MR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN MR WP LW TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK ® 9r 0 or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 w ® SYYYEIRICAL CENIERMABE; W/ (2) 1/4'-20 K 1/2' LONG MT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL MWTTER ElEVATK N- USE OF LOOKING RODS ® W/ M ® TOP AND BOTTOM S COYPlE1Ei.Y LINDATOW. *NOTES ON HV "T" LOCKS AND CENTERMATESE 1. �; ONE N.TERNAIE !N T LOCK WY BE Ilbj[Al1ID N UEU OF W LOCKE OR FOR ANY SPAN AND NSTALLAnON AT ANY EIEVAl10N. AL TE lOCI( QjI�LAY BE USED AS N! INSIDE Ofl OE LDCK. ATTICNMEM OF LOOP ®INCLUDiS USNO RDNFORaNC IDCKER �]i . AS SHOWN ON SECTION M. SHEET 9. WHICH MUST BE CONNECTED 7D CFNmUdA16 ANTI w/ 1/4'0-20 z 1 1/2' LONG S.S. THREADED DOLT W/ 71r0 z 3/32- N�AUYMnU�M��OABOVE AN BFIOWTYOSPAN. lbE OF TWJO LOgrGN�GCLos ® TOP AND BOTO�MIS T MANDATORY. AN OR T2' ' N HD , �( ONE ALTERNATE NO LOCK yg MUBE ISFD IN UED OF NV LOCKS Ofl FOR F� ANY W AND OSTA MNS AT (ANY ELE MBONL NJEOUIE W LOON ® MAY BE USm Wilm MFAIENT wsrer 55 As SHORN ON SWOONS HBO- AND TO IIOO-We. SIFT 0 BLOC% NAY BE WSULIID AT WcSRAi OR 12' W10 WN BDDN OR ABOVE E DWAN. USE OF LOCKING RODS ® S COYPLEELY NTKYW. 1L. EC 0 txe. TKLT TESTING & ENGINEERING COMPANY 6T)SNL 76.4.. Y. Ya SA. VN.Il4 ry1106. R[ImA L Nang : TwBMTt-New . Fo.: (wBTeTt—t5T1 .-.mot MMm0ao4am WiW6Tt9 HATER A TLLTPL I A. iEaPM lic NteT A.S.S.A. American ShuHer Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 KV. 9/CE #1 W/ OR W/O NV. E E ANCHORS [SCNIDUIE ON Ea 4RE0 lE N1Cf11© B IW (�Wa1Nt®m 94i >) ON ON SCXEpRE SNt2T 1. ,]) (SEE (SEE 11 ai. 1 C.-zD'I]/t' S.S. _ W W USINCOIit--2 HUIS - a i2' O 13 ao 5 00 ■{_ O a L 1 _ 1 6 t 7 _ 1 1 . O SEPNNDON ro saau IAE ON v —+ I i mm E it OPaONLL 1/4- Yar. O O f /2- o.. E co 3 m - — 1 4 --- 1/4'.-2WIC PHUPS W YNJUNE. �ma a CaNCFtIE ANCHORS1/IRU55 NGU YYAYNE SCRENS LREIE .NCNRS 1 8 t' 1/a'-20 NNI4 O 11' o.C. (SEE SCHEDULE ON Sf&Er 1]) W/ t/4'-20 UM O 12. 04. (SEE SDNE ux ON SHEET 13) aei. Rw N NnE &DCIt OR COWOv4cw�fi EYM REWiPED REDW QD HY WALL SILL INSTALLATION ANONom �EON OHV WALL SILL INSTALLATION _ CONC,mE SHEETT 14) OR.001CRElE ELDCK XE°UIRED © HV WALL SILL INSTALLATION r ^�•—��— INSTALLATION DETAILS W/ . faN IYRGL 9a1m0 . E 6 e E,GE pSrNKE .SEE /iqN$ DE USE FOR (1) HV BLADE rTClOeS fAV RE CDY�I® REE SPECJnGigN4 @J SHFEf ,� HME�W SHE£T i9 5iM nN,'U15utv0iorl, onom4 DUNniur rnnE M.... N:..L. V„i.,,-H„ W—;—.,.. 7.,,...1 P.E. IL EC O INe. A.S.S.A. KV.ABADE01 W CR W/O -huff. WNM,vYE4Snn 711Lr TESTING 8 ENGINEERING COMPANY Amerloan Shutter Systems OtscWmlaN nrz owm+ m: ut nTUUT sa sm. E GINE cwuosnw vi Assoalatlon. Inc. , aIn tt-1s2 t/n/is Ove a fs/ 4268 Westroad9 D (ws)Sn-taco . Em : (xipmf-ISJ� rive 2 DRAWING No w«oaow.mn. West Palm Beach, FL 33407 s 4 S_np 1`nJwxm.ro OR V HV CEILING INSTALLATION r, -- )OOR IX5wG 1 �j10+S/9' NIX W!SNEM HIAD TD( SCREwG tl ,x' 0.C. 'COL1a M ANCHV POT 5El1fOUlE OH SHEET 1]) EDGE �w 8 —EDGE OF SAG IF AE PUGwF ` M,juT N I= HUD UUE ON7E ANCHOR) (SEE XNEDULE Qfl sGEi 14) HV WALK —OVER INSTALLATION ensa cersrsETE Nmlm+s "" (SO? 3CN a ON7 FUi NFM w DONCANOFIR9 OLmm (SEE 9aE]A4E SNEEf N) Q11 TRENCH INSTALLATION ILO ONLY FOR UP TO ♦70. -75 PSF A O, UE51GN PRESSURE IVONG & FOR SPANS PEA SGNEOULE A SHEET 11 Qwa91fR IffM av". ak"Nr aCREM _ /14.cT/4• NIX HE I 6 0 fY OR SCREWa O 9. OD. OR I/PO-x0 SS. IAS i CONCRM ANCNpRS @ _ — 6 7 J '� /INS/+• SDS. O 9• C G _ - ' 1/.• Yu. ♦ _ %/ b lr' m wRJ w/ Nui tl 9. OC ' j (SEE SCIIEpIRE OR SHEET 14)L—,,E 1 1 7 18 O 1/P• 1• 18 1 j.pp YIN.::. Eo MuxLiml (bE01NR2 Yu) ,{ L COW 01, 01 %Nr3/4' FH: SA.S r NCH ;' _ •i.. Eby OOxou1E T a' 17 ( PPP(IG9lE CONCRETE INCHCRS SIX NOE 13(b) n U' T IJ(b) MEET n. 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LOCI( 0 or 0 or or HO LOCK 0 W/ NO LOCKING RODS QY or CENTERMATES. ® & ® W/ ONE HV r LOCK ® W/iWO LOCKING -RODS TOP & BOTTOM SEE NOTES IM1LM {xu B]I W� 3# w ) CONCREIIE & 11000 MSINUIIOVS 0 WALL YWNTWG tL00R/CeIW+c YOIMTINC L. 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SPAT FOR W4LL MOUNNNG I STUNG qNS. Lx-. INAL SPAN FOR FlOINN/CDUNG MWNRNG gNSTALLATI0N5. RNAL iuoaum ALLDWAHE SPAN IS EQUAL TO THE MNMII BEQW 11+:'tx+'.'Ll- AND la-' (4) W TO ANCHOR SCHEDULE WBH FINAL ",mum ALOWA6IE SPAN Me NEGATIVE A.S.R. 0ERCN PRESSURE RATING TO DETERMINE NACYUM ANCHOR Hurricone Accordion Shutter System M. BIDE Bt W/ OR W/O KV. 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