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HomeMy WebLinkAboutPRODUCT APPROVAL11/52015 _ Florida Building Code Online Florida D"""entd BUS Home Log In User Registration Hot Topl6 Submit Surcharge Stats a Facts Publications FBC Staff BCL9 Site Map Links ( Search Buf ssla Professi i �' p' product Approval EE USER: Public User Regulation SCANNED Product Aoproval Menu > Product 0, ApolicaUcm Search > Application List 13Y St, �UCIC CO Search Criteria linty 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 FL# Tvoe Manufacturer Validated By Status FL389R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion -Approved py DBPR. Approvals by DBPH snau be reviewed am rallied by me FLU am/or the Commission It necessary. CorHact Us :: 1940 North Monme Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. COPydom 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund grammeM under Rome law, email addres are pudic records. If you do not want your e-mail address released In response to a public -records request, do not sent electronic mall to this entity. Instead, contact: the office by phone or by traditional mall. If you have any questions, please contact 850A87.1395. '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 dick bgus . Product Approval Accepts: M aCle`c 02 Cred itS'A F E hftps://RoridabLiilchng.org/pr/pr_fflppjst.mpx 1/1 GENERAL NOTES: I. BERTH KV ACCORDKW WOITIER 'LATHE -SHOWN M Tie PRODUCT EYAI.WlION CONTENT (PE0.) HAS BEEN VEUDED ON COYPIlWCE W ILL1Y'OIIDNKE WITH THE ZOl4 ISM EDIfIDN) OF 1HE HIMdOt BUO➢NG CANE THIS ACWPoA]N sHUDFR SESTEU WALL NOT BE INSTALLED AT HEN VELOCITY HURRICANE ZONES. ENSIGN I ND IOAOB SWLL BE BEIEWRfID AS PER SELiEN 1620 W THE ABOVE 1ENTIONED CODE FOR A BASIC WIWT SPEED REQUIRED BY WE JURISDICTION WHERE SHUTTER %ILL BE INSTALLED CORN A ORECRONNRY FACTOR 144-044, iSNG ASHE 7-10 AND SHOAL NOT FKUTID WE NAX11w (DISC) SEEMS PRESSIRE MARKS INDICATES ow SNFEIs 11. THRU 15, 19 a M. W ORDER To VBUFY THE ABODE cOND ICK ULTDYTE DESIGN SND LCDS DEECRUINED PFR ASCE 7-10 SHALL. BE FIRST REDUUM TO AS0. DESCRI WOAD LOADS ED iNLIIPLYNG TRN eT LLB W OROERID COYPAPE'RIEBE W/ UAX'MD) ccssY Piff59UNE RATRNe NOK.VED w SHEETS 11 TON 15. 19 a 20. IN ORDER M VLREY TAT OOUPgIn05 N l ANCH DRS OR THIS PFD, AS TF51EU. I,ERE NOT OVER STRESSED, A 33 R. NCRGISE N NEDW.IBLE SIRES FOR 1MND LORDS WAS IRE OSm W WERR ANALTSEL EWAEVFR, A I:OID DURATION FACTOR C 1.61) SAS USED FOR VERIHCA➢OR OF FASTENERS N WOOD, BERTHA KV. ACCORDION 90RNER SfMWS MEDWLT FOR WIND AND LARGE Y1 IX IMPACT LOAD HAS BEEN VERIFIED W ALV'ORdWCE URN SECTION 1609.12 OF THE AJTOVE MENTIONED GODS AS PER AM REDCRM ' -IPA WADE 0 /0214.01-" /0715.01-M /IOpIDi-09. /1214.01-0E.10317.02-05, /0509.01-10 AND /0210,01-I1 AS PEN TAS-20I, TAS-202 AND TAS-203 F4LTTOCOIS AND ASTR U-1885 AND, E-1906 SWIDUIDS (IDSSILE VL D. KIND, ZONES I. 2 e 3) k /12MOI-10 AS PER TAS MI. M3 h 2N PROTOCOLS URGE NSS0E -IN WRR10V! WADE 0 /050501-09 AS PER ASTY E-IB56 AM E-105 (uissm LEVEL 0. WRID ZONES 1, 2. 3) BASK PRORCDWI ONLY NOI / 0725.D1-88 A9 TIER 7A9 202 PROTOC , 2 MA WADE01 NID Hv wNDOM GLADE ® ARE EKSRETED TO YfOAIE W UNSOII WIW FMI OHER UMOEI THE GENWL IDIITAlnNS NW CCNOIIIONS C I13E INOKAIED CH WIFEf 19 3. BERTHA H.V. AOCoRBON PUS (EN SCM.YS). USED AT WADES ENIILME AND FOR BONET MOUNT CONNECDON TO TRACKS SF U BE /14a 75' AND /14a1.75' RE4ELTNEEY. 410-M WnUIY SEA6 STAINLESS STEEL SaEWS HOW I= W YIELD BTIENG01 AJia ISO M TENSILE STFELGRN.nNS 51MLL BE CQUED WTIH BERM w DACAOSlIlE1D COATING SR TEY AS U N NCNISD BY AFTImNED CWNC APPLL MR% PF%TE1RED WTIN NERICAN SHUTTER STBTEES AiBOnATaK M MIST SENR THE NV NAAO4O OR REIN HEAD A ALL AWWNUY ERIRUSONS 9HNL BE AWNNIIY ASSCCoDN! A AND 7EUPER AS NOCAMD ON 9R218 2 AND 1 UINNUN MELD StRENOW FOR W0 TS NI AY 5 300 W AND 33.7 W NR 6005-M ALLEY. S. ALL SCREWS TO SE STAINLESS STEEL 304 OR 316 AISI SVOICI OR CORROSION RESSINJT CMTFD CARBON STEEL AS PER DW 50OI8 NOW 50 W UK YIELD STRENGTH Aso 90 W UN. TENSILE SWENCBE ARID SHOAL COUPLY W/ FLORIDA BLWLW6. CODE SECTION 24111 4. S. SOLIS TO SE ASTY A-307 GNVANRED SIEL. OR AW 304 OR 316 SERIES STANLESS SIm. WTW M W ImRWUY IIEID STRFNOW, 7..SEE THE FOLLOWING SHEETS CDR ANCHOR SPECRIaTIOKS: W COME 0 IZM14.15 NID 20 iN TIME 0 h Q W'oRRNG M WlGOK tt 1S a 15 S. THIS BERTHA KV. ALN'ID'ON SHIRTIER 56RL1 BRA% A U PARDN j57795 0016gNdR Of TILLS APPROVAL ARE COVERED. N WHORE OR W PANT EW U.S. PATENT /5458,179 mTIED M CASmSI UEM SUPPLY. INC. 9: R SHALL BE THE ASPOMNNiY OF TE E AN, WII G WE 50N0nAS OF TE.SIBOCWRE WIRI O TONTCR STOW NN INTA ILO N511RE PROPCR N4XOWl:F. 1;OIRRIGICR TO SF11/CNJIK ALL SIRIREA WYWtt✓URT FDOS WNIOT RFIAAN, 1HRU FASTENING IN COHTNUOIS R%1NYAci CORN WE BOLDING 10 PREExT WWD/RUN INIfdK.iON. IS. COL UNIT MNST BEAR PFRWNENT IMK W A OAS®£ MACE W11H IIVJRNNG NOTE DINNO PEADOS OF HURR%ahE WAANNC, NONE GYNER, TTTAIR, OR OTHERS INST PROPEEY CLOSE ALL W .AND NO Cafra ATE5 ACID ENGAGE OR LOCK NL w ANO No LDOCL 11. SINTEII "WACWRWS LABEL SHALL SE LOCATED ON A Pf=Y MOLE LOCATION AT ACCORDION SNUTFEI N A UITH SBCIION 1710.821 W FLORIDA BUIIDING CODE ONE IASE. SIMLL BE PLMED FOR LVERY 0P 0. LABELING TO CoYPLY WIN SECTION 1710.82:Of THE RCfLOA.BWIOBiC WOE 12. BERTHA KV. ICCCRBIDN SXVITR SIRRTIS NSTN TX N SHALL WNSLY. WOW SPEDS NdGTED N W3 DPJ.WNG PANS ANr MILOUR AND INNING REGUINIO S PROVHOED BY WE JWISDtGWN WHERE PEIRWT e. APftED lO 13. (P) WK P.ED. PAP sIED W THIS EHGN EEN S BENEAC AND DOS NOT PINNDE PINRWTNN FOR A SITE SPECIFIC PROJECT To. UHEAE WE SITE COIIOWONS DE M FROM THE P.W. (S) CONTRACTOR TT BE FOR THE SEIEONN. PMaW'L AND INSTALLATION NC IAMO LIFE SY OF THIS PRODUCT, BASED ON WS P.U. PROAOD'-W4SHHE WFS NOT DEMT: FROM THE WNORIONS GEARED 0.4 THIS', DOCUNEII. WNSIRUCTION.SAFCIY AT SITE IS WE COIORNM)NS Rf51VN51BIt11Y. (E) TNe PEA. TILL BE WNIDERED WHALED E ALTERED BY ANY YEJ (eT BILE SPEL4K P(tOJEC15 S]WL BE gEPMED BF A FIOPoOA AEOSTFIED FNCNFDt OR ARCNRCCE WWOI tlLL BEWI� 1HE EIpHEFIt OF RECORD (EO.RI EDR THE: PROECT AND WRO i BE Rf:SPO®L FOR WE PfNPfR USE OF WE P.ED. ENGINEER OF IELOW. MTND AS A WLT.ATa, CROSSER 10 Be PEA E ONEEA SIWL SUBYR TO w LATTER WE SITE SPCCM0 02UONC8 FOR RENETY. (e) ORIGINAL'P.ED. SHALL L BEAN WE WE AND ORIGML SEAL IRA SONATURE OF WE PROFE35EWL ENGINEER OF RECORD TAT PREPARED IT. L IL E C O /ND. TILLER TESTING a ENGINEERING COUPANY RVy w.m A.s 3 .w rulm. 33 P. ; (3M)eA1-1330 . Fa : (105)BAI-101 ED•DA6119 YNllER A TLW h. PE Ra1AA UE 1 MI0 TABLE OF CONTENTS GENERAL NOTES SHl1:T 1 SYSft1 COMPONENTS 1-" SHEET 2 S151ENI GOYPONENTS 21- 7 SHEET 3 IYWCL SHUTTER ASSOUSLY 38-44 SHEET 4 TYRCK WWOOW BLADE B WINWW SITAR. ARFe D: WBLADE n AND WWINDOW BLADE. (WHERE APPLECAiTLE) TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET' WSTNEA,TION. DETALS A-F, CONCRETE/OLOCK ENEET,. INSTALLATION DUALS G-N, CONCRETE/BLOCK SHEET CFMETOMIE DETAILS W SHEET B CFNIDRWTE ALTFFNAT9:G DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET ID YANYtIN SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCREM h BUICK SHEET 14 ANCHOR SCNEWIE- Sao) SH6.E7 15 VISTAl1A1ON DETAILS M-R, WDOO SHEET 16 INSULATION DETNLS S-%. WOOD SHEET P7 ENO CONNECTION DETAILS 7-12 A K, WOOD AREA 3• IDY WINDOW BLADE IQ S1EEF IB ONLY TYPICAL SHIMET EIEVAMN AREA 41 HV WINDOW BLADE(11)ONLY SHEET 19 WSTALATION DEEMS, METAL SWD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORID)' _ A.S.S.Am American ShMBer Systems Association, Inc. 4268 Wostroods OrNe West Palm Beach; FL 33407 Accordion Shut KV. RAGE 01 WJ CR W/O KV. LAWING No 15=085 r wv'j('voo•aa¢4g �1 U}I Y 999' QUI) BLADE ,(3HV UNIVERSAL FLOATER US PATENT j 5458179 QUALIFIED FOR USE W/ W BLADE01 INDOW B 6005-T5 ALLOT -AND TEMPER INS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ALLAY AND TEMPER ©HV ADJ. FLOOR TRACK QUALIFIED FOR U§E W/ HV .R LOW a6a' �Adl' .a6T' .1Wr C A. 679 1 HV HEADER/SILL 11 HV CEILING HEADER QuauFT�Eo FOR USE W/ W BEADS I ONLY FlED FOR USE W/ He SLADE((1"�ONLY. 6063-T6 ALEOY 00 TEMhp SEE SECTIONS .FOR VAUDW, 6063-T6 ALLDY AND TEMPER % YYNI 1® SIDE ANGLES QUALIFIED FOR USE W/ IN ALUMINUM ANGLES 8LADEO OUAUFIED'F0$ USE W/ HV BLADE I ONLY, 063-16 AUGY AND TEMPER BQHV WALK —OVER TRACK QUAURW FOR USE W/ IN BLADE 1 6063-16 ALLOY TEMPER W He (AYPONFNf A B TI n © V 6' " 1/W 1/6' 1® 2' V 1HIL 619E MIST 19 2.5' YARN. DAW M19V 9. 2' V MAIL 0.139' 0.131' 1L ECOF.7. TRW TESTING & ENGINEERING COMPANY VZ W sR, 3 se Nn. rwwa 9Awd9. D u. PNm{ : 005)1-120 . Fw a 0OSj6T-I331 -6m: ul.wooasan mK000>19 YMIet A 161I} A. PL }14MN li � N18) �5 HV RO'/180' STARTER QUALIFIED l;OR USE W/ NY BLADE 1 6063-T6 ALLOT AND tEMPER 6 99{• 000' a 8 1 }3Ti O HV TRENCH TRACK QUALIFIED FOR USE W/ IN BLADED ONLY. 6DII -T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Assoclatlon. Inc. 4268 W"Lroads Drive West Palm Beach. FL 33407 KV. BLADE HY ©LOCKER FOR "T' LOCK CENTERMATE QUALIFIED FOR USE W/ NV BLADEOONLY 6a63-T6 ALLOY AND TEMPER O ®.LOCKING RODS QUALIFIED FOR USE W/ EN BLADEQ 6063-TE ALLOT AND TEMPER 0 STAL3AMON WILL REQUIRE A 7ZIO as7 ' 9a �1 O I �QUAUFI 6DOfi3OT6UN10YE/AND TEuLPER 1 ONLY 6063-76 ALLOY AND TEMPER •D NV CORNER CENTERF O AUFIED FOR USE W/ W BLADE 6063 T6 ALLOY AND TEMPER OUALIFLED FOR USE W/ NV I 6063-TO ALLOY AND HD CENTS / OINLI 600W-TTa FOR A UYW.(ND EyPERE 1 & 1� 4I-1/'2-L 1/PO HV T /4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ EN BLADE iQ IL ECOtNC. , TILLIT TESTING It ENGINEERING COMPANY 1WT*.PE Da 1 u167 L sa' an. 1B. �wEnEoib 8 . Irr 1/rA-2D z 3/4'S.S. THUMBSCREW*snc; gM1 SNQT MiRtb. PMf � W'iQ /5 WYJiTCIWRD H/ 1Yi UE➢AY RTIedL P.W9%V11'. XE91 JEPY1 O:UN pl NLL4. LOCK ® NV ALTERNATIVE LOCK QUAUITED FOR USE OUw BLADE ONLY. W/NV BLADE (jj ONLY. e Oaa O n0 90E' _ MIM6M1uiN C LNDER OR NEY CnMdER aars' ". 1 .125- U. r TERA®NRN ORIICLY OR NCY .i Yin G1IRICEII ' 1.75 Mac (9 HD LOCK m REOEETE N %%sc MMDRE LOONS 503E3 2333 NEON DOCT LOCK. QUALIFIED FOR USE W/ NV BLADE TO& 0 A.S.S.A. American Shutter Systems Asscctattan. Inc. 426E Westroads 136e West Palm Beach. FL 33407 Accordion NK BADE 01 W/ OR I MG. SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q HV BLADE 1 ® W BLADE lA ® HV LONG RECESSED NYLON BUSHING ®. HV SHORT RECESSED NYLON BUSHING ® W NYLON HAT WASHER ® HY WHEEL CARRL4r. A1S1 302-303 SERIES 0.870'x3/167 THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.& RIVETS ® HV 1 3/4' ACCORDION iPIN W/ 88 HEAD ® HV 2 3/4- ACCORDION PIN W/ 18 HEAD ® POLYCAREiamm IMPACT RESISTANT HV WINDOW OR or HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR TOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR BLADE. TYPICAL SHUTTER ASSEHO13 HV PIN ® MAY HE USED IN LIEU OF ® AND ONLY AT 1T1� iRIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oo�2r )E WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER 0 -L BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'b>, ET IL ECQinc. TILUT TESTING i ENGINEERING COMPANY 8tp K6 ]FM1 !tr bL ]W. WGN.G+PSQ1i 11Ymt A PbPK I (Se5Ml1-13]0 . rm : (J6515li-153I r u7 t2' m 162i .ism' 0ME e62S' NOTE 'F" ON POLYCARBONATE SOURCES FOR tmau. uvuust swo:® vmu .0 muoo« s« e6Ydr sxvc morn � wu aw b1•' eoa o/. lsmara: tsm�ctmc slm �x Imi mro vwo v.+ e•sro v.t nmw+l Srtmcni W tao ASIII OIW Ia3W o.A ISNc pLL IINPOL 1@lW R111 CAi .YMe Nl W.ml V+� Mars imam 0m xsn wu +a rr-m/ n Pry vlo¢ mrnr ntu meu n.t x eu x wx we or mvac uls van al am o-I us .•aI IlYipl ISIY eIYA IOU T Po T lefX 62POLTI.NIO1 RVI Apl U0 OUt P+L ®10 ial ta66C EIS OffYF x0.11f1W NN 6M. MOI NL Opt V+L A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 I:PA:T2f MST. ��;�ttttttttrt�e;�elr�en�����ttt� tttttttrntn III � t3 NONE O• O. O• O• O. O• O• O. O• O• O• O• O• O• O• m®d©•Q7 m eQm10 •�� 1 'TYPICAL (1i HV BLADE SHUTTER ELEVATION N.T.S. C M OF CORNER CENIERMATE I. WNDaORf rIlH0IE1}HO�NH /U ONE NV IF IDCK m MALL BE USED AT 1/2 OF SHNTEA SPNt FORRANY OR 12' ABOVE OR BP/1 m �2MAY BE USED AS AN MDE MR OH OUMDE LOGO, ATTACHED T5 Up TO 106'. AND FOR 0149 ELLj2 LFY LOCK R1 CENTENWTES 1/2• LONG FIT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON SHUTTER AnON. MR PURPOSES. UP TO TWU HY.A.ww aKS� OR YID USED 1S AN INSDE OR OUTSIDE LOCK CONNECmN OF LOCKS TO CENIERMATES •LJ� OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCH ON OF LOCKS I'm PIP Well COND !2 6 USED w/IWI X.V. IDCKBI:. LOCINC RODS ARE NOT REpUIREO A7�URRICANE POSITION. Blli MAY E USED IF OEMWED TO pUVNCE SHUTTER PFRF CE LOC(NG R005 OR AN /L7ERNATNE DEVICE MAY ALSO BE USED AT STAGING POSITION (NON HURRICANE PO 4. ONE NV LOCK ® ®MHAL BE USED AT CORNER C SPAN° AND D6TAUAnOHS AT ANY OR MOE LOC(. _ ATTACHED TO Q3 CORNER CEMEIOIATE W/) 1�4 205f4L.28E AS MMCAIEO ON TYPICAL SHURFR ELEVALONG FLAT HEAD S.S. UL& TWO LOCIONG �D�WI.o AT TOP h SO OY SHAD D USED. LOfi. N F LOCK MAXNUM MHtY EH SPAN SNDL BE DETERMINED AS PER Sa EOUIES SHOWN ON MEET 12. 5.AMATORY • ONE ALlEIN1E HY LOIX MAY eE N U OF HY tlflf FOR AM' SPAN NW INST TINS AT AAm To MANDATORY! NY KEVAION. PL TE LDCK MAY eE UMED AS PN 510E OR oUT51DE LOCK ATTFCHMFM OF 1/4'0-2W/4' SS 7HUMBSOREW TO ® OR CENUTWATFS SHAD BE MADE W/ 1/4'0-200/4' KUM. RNNUT As MOWN ON SECTION KOE, SHEET B. ONE LOCK SIWL BE USED AT 1/2 OF SHUTTER SPIN GO TWO LOCKS AT -1/3 OF MUTTER SPAN. 6. N,4^•TpH CONDITION! #3 FOR KEY AmNNF MOUKING ff&TM TONS ONE NV HOCK ®a ®w ® SHA L BE USED. AT 1/2 OF S1MTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUREN SPAN FOR SPANS HIP TO BB•. AND FOR IS ALATIONS AT ANY ELEVATION. LN LOCK 0 or 8 or 8 NAY D USED AS AN INSIDE OR OUTME LOCK ATTACHED TO ® or ®mMETRICN. EENIER oD W/ (2) 1/4'-20 M 1/2' LONG MT HEAD S.S. M LOCATION OF LOGK MEWL BE AS INDICATED ON TYAGIL SHUTTER ELEVATION. USE OF LOIXNG RODS 8 W/ 8 OR ® TM AND NOTTGM M CGMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: All MAI In ONLY MR W -r- 1. ONE ALTERNATE HIV T HACK MAY BE N UEL OF HV lOGTS OR O9 FOR AM SPAN AND INSTAUADO Ai ANY E1F'A71DY: N. T: LOCK ��LAY HE USED AS AN NSID OR OUTBID LOCK ATTACHMENT OF LOCK Q9 NCLUDt5 UMONC RDNFORGNC k • AM MOWN ON SECTION HW, SHEET 9, IATDCH MUST BE CONNECTEn To CENiER1AAlEM ® AND ® W/ 1/4'0-20 A 1 1/2' LONG SS THREADED DOLT W/ 7/e'0 A 3/32' WINGNUT OR W 1/4'0-204' SS.LLS INTO A 1/4bA 5/8' RWNUT CK MAY BE INSTALLED AT UMSPAN OR 12' MAXNUM AND BELOW UBGSPAN. USE OF TWO MIMING RODS �9 TOP AND BOfem IS MAFOMDw.. NOIFS QQN HO Lou AS. 1, r :ONE AUFANAIE O LOCK 8 L 8 USED N SEMI OF . FN LOCKS 'Gfl.O FOR ANY -SPAN AND MSTN1AnONS.Ai(A�NY ELLYAM. ALTERNATEIa HOCK MAYMl, AN USED AS AN INSIDE o NT�jxRRT.Q��prim ON SSEECTIOONS HD.MYB " B W/ 39 f 0. LOGIC MA BE DSTALED ATE NDSPAN OR 12' MNONUM BELOW OR ABOVE IOOSPAN. USE OF LOGGING RODS 8 M COMPLETELY OPOOHA_ IL EC0INC. TILUT TESTING At ENGINEERING COMPANY Abi xc xa xt m.. xiE. wAsa.. O.AwO. Nma as PGaw : (JW78T1-t5]0 . Fm i DOTIP)1-15T1 AwS.SmA. American Shutter Systems Association, Inc. 4268 Wes(roaas Drive West Palm Beech. FL 33407 a 2013 EASTERN HETAL SUPPLY. MG. BE H HV,M Accordion Shutter Syster KV. RATE @1 W/ CR W/0 KV. VAN[)OW RACE EV. us If Iw nrz vxlnt Br: Ml. t aD n—rez Hops oAm s/u/Is 2 DRAWING No 3. 15-085 C. C. M"amvWSds�IfIr,"I101=kVAJ ' �I RI Li I I;i6Tyll; i`i1-, RM 0 7 DR (D. �D�M1F�, ,©HV WALL HEADER INSTALLATION NV WAL HEADER INSTALATIONLL HEADER INSTALLe7iON +KEYSTONE n i EAD K UANa e ,E' O.C. (SEE sCNFWIEON SNFETIJ) Yin. HV WAL! ATION SILL INSTALLATION QD CONfAEIE SNEET 14) OA.LbJIX OU1a( W� REo Q HV WALL SILL INSTALLATION PxAttIN Or 4a11ONS - • EOe iYPUAL sigma • E. O..= EDGE OWAXE ♦ SEE Uu A1WN5 Or USE mi Ea,WS Cm a CDM3 IEYE sPEanaanrs =N ,� E,AOEgaN ,9 9Va ANY PVSW1A,mY. ID 1 ONNORETE /rvalORs I I POUtffD McPETE (si✓EET ,O) ULE ON , ORCONOYEIE BLOC( raawPm OHV WALL SILL INSTALL ATION INSTALLATION DETAILS W/ (f) HV BLADE IL EC O t.a. A.S.S.A■ American Shutter Systems Association. Inc. 4268 Westroods Drive' West Palm Beach, FL 33407 HY. TIWr TESTING 8 ENGINEERING COMPANY P TUIT TES IN sm xENGIM RING COMPANY Plwn.: {sm)sn-,Aw . rw ; (swjPJf-+sL .-mW: we<aowio� M-0 6719 1ULRA A VU0 8. PM nam4 uc / N,or , : s 4 e OR W/O Hy. HV CEILING INSTALLATION O 11 ANa19R5 WIE aN . I HV FLOOR INSTALLATION t I NIX WM9irA HFM ISO 12. 0.C. AVQIIXtS GIRL ONSNEtT IJ) L(= Nun wMcu .Nc1114) (SEE SOME c ON mcHO4) HV WALK -OVER INSTALLATION a ca+cralE aNawRs (SCE Saie)aatE 0� 1/4V SN E 15) '01HtFD-' Fur NF/O ODNa1ETE MIa10R5 FETE (sE ¢a a c sm u) msva Q11 .TRENCH INSTALLATION- AUO ONLY FOR UP TO +70. -75 PSF A5.0., OEGNOT MMURE RATING &FOR SPANS PER, SOM u: Yx S M 11 �1-- S1' G • AQ C J/e /Ia,N' SD.a V+• l _ o .Y1ae m wm O 9• U. a �+ pS1eIRW M=R"KM 7« 1 B 1/y p 1 Q t.ao F0, u9a � t9N (aavwbE /11•]/J'OTC• FJI. SO.& uR! , :. _ N�ran OJiOJ]L OONCREIE ANa M SEE MOLE 1](b) O 8' 0.c: 7 :, f�' !;; •` �i �p Ieaun[o (SEE SCHEOUS ON ON 41fET 1 � LOVa1E1E 011 431QT 1HOTC ](b) , {.1'.4•( + t• :... - L= St¢ET IA) OM CM'atElE Blna( NEOUSiED ©KEYSTONE MONN7ING INSTALLATION HV WALL FLOOR INSTALLATION © HV WALL WALK —OVER INSTALATION IWL.M 94RIOi SWI, J"d 1 / RAINGUARp INSTALLATION t 2A7� • EOEE.06,NKC t ROJINA91E MaNN PeUWWFD '°""°`°°F �A s INSTALLATION DETAILS W/ (1) HV BLADE . fWt iYPICK 41 (SEE SPE01GI10N5 ON SMEEF i3) L E C O IMa. FLORIDA BUILDI c c . ■ ■ ■ V V American Shutter Systems Association. IOC. 4258 WeolraOds Drive West Palm 8eoch, FL 33407 DE(Non Hlah Velocity Hurricane Zone ®mts Ia.,.L mmPrr. oEA �� . •• � , ��P:•�GENSg` 9 ''a 7 _ S//�f.� 1F_ .O'•, TATE OF : a: �. ..• rU.� POW G0�,`..' —R . BERT A HV,d Accordion Shutter System Hv. MADE @1 W/ at W/0 HV.. Y NWM HXE 71LIlT 17SfINC $ ENGINEERING COMPANY "P "" J6p"•'t'"'m''d"' ap°O• vt Ptgn• : (]9]I�15S0 . fm : (JOSfe,1-ISII „w: ex�om.w• wvM A�,aur'ts. rt n 1 / "IV usc,mno, wn ow„m sr: ... 1 OlO I1-,92/t] 15 oar. a/U/15 ] DFAWING NO s SHi� ne sn SEE END WA OUT L� ©�®w©•Oa® ID •� Gins •®°1®•®��•®°1I 8 ®w®•®v�•�J Ta GIAR ta�+mmEw� IN 1 tiom�a OUT IN SHEETS 10 & `f s I N INSTALLATIONS W/ 1 HV x5aa® 1a�0 Q® Mm umaulE xa laac ®m MUEr s. 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TnuT TESTING t ENGINEERING COMPANY oocvnd our ow.x en Mi 1 QD 11-I92 ! 13/15 M1E 1 1]/15 2 ORAWING No -a'• STATE OF ,C = em v. xu. 54 tx..m vatwa 4xma6 nmml yi ems♦ :.tb5}e11-1S14 (]w)e11-1v1 4266 Westrootls Drive ] ,��.. 'eL0R10P : �a�'a °""' ®. `°"' West Palm Deac¢, FI. 33407 15-085 �aaa ss� ..NAETdR1E/OATS ra rlaxw lr / H10 s SHEET 8 20 a P.E. 1 "I" OL V MALE/ A "T" CKS CENTERMATES 8 LOCKERS Y - n HV BLADE s MEE Eva CONNECTOR OMM ON S•••S 10 k In Gsmo v» OUT I IN 7''� arcrma>oema ms.ww+maum o. ��^OO �'®•®- Fs.saL �s ur.9en wlPR enocmmx aa+ro. e • T a e arcom a na sue. m e; vaa �x >re I _Ya_sa.x�xa.2_ umWunox mu w 0 __________________________________ c •9YiP? rw p LHVOCK (IN"T" IN 3 LSIDE) T_€. —_-- -------------- 1 2 ® i J OUT -1/4. 0-20 x 1 1/2" S.S.R.S. W/ 7/8-0 x 3/32- WINGNUT. s 50 HV 'T' LOCK (OUTSIDE)" HVG= 11 7 IL ECOtNC. TILLIT TESnNG 3 ENGINEERING COMPANY 0.c6 tUL ]6w A 9a ]a. ViWIG rN6'a.5. MC4 ]l PMm : (JW)e)1-15J0 . Fm : (JOS)Blr-IJJI 'KRA A RN L. PZ r1AidUc / N161 A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroa05 Drive West Palm Beach, FL 33407 � vo.ma m lmmW mm®mow®wvo w ser a aawn nvm unR3oaa.ai-pro o � wa m u axieWwa unraom ..w a.o[O Accordion Shutter System FLY. HARE 81 W/ OR W/0 KV. WNOOW 9AOE . W ft 11-1 M m[ aN 0 r OLD 11-192 Qa/6 oae 4/If3/13 2 DRAWING No IX6TWG a f,Ox1/1' 5.45 ®Is'N PLAm WAM wuuag40E DiO) O 1q' O.Co. SaE DCONNECTION TO rI+ADRs POURED CORERM 0R CC R OR CONLHflE. •••_ ODCK WALL REOUYO'D OR CONOSIE DWALL IOCR REQU BL9CK wW ALL REOVOFO �FnSRRrI77C�� O/SS wA55 _ J(�EXISRNe J_ —r t UN" - r 1. 1 —ro 5FPIFMR TOOLAZ I� ssr S4MI. DROE TO ('uNw"sE + ON , ,50 �`E9AWlrtm ,E9HEm � ( \ 9Mts Q)s® 1//2 ! �( 9I¢�S OafoR ® FUSE 1' DR 2 MAX. I µUUiNUY CNP N1 \ (NO-TS ALLO1] A WOREIGHF 4 (1) OINIn' S.M.S. TOO@ (2)1/4'6 TNiVN3 ORS TO , SEE M% WALL AT I' OA ( TE AT I OR (91 CTRZR SM OFO) I OR ® �� 4oE ora OR TO IRACRS O, Oj-q •®- '0-0.0-0• ©.0.©.©.©.®. s.0.0-©.0.0- •0.0.©.0 0 0.0-® 0-O ®' 0.0-0.0-0•0- •0-®•0.O.0- O•®-0.0.0.0-®•® O.0-0'0.0.0>®'® 0 N D 0- END CONNECTION DETAIL 3 END CONNECTION DETAIL - 4 mauasD war. roR SPNG cxrAm+ TNN! u'-O' Y ua. 2' URN. VIEW YO 541 -.' PLAN MAIL X PCWMDw,OtM OR1 CatteRE DtO 0-. •0.0- O OS a - @'®-®'®-0® -pO -S©EE•U d�• O.O.O-©T 0.0-® ®- © 3 -00 ]6w@_@OR@R@ ENDS N SLADE WINDOWBLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLEDA BUItDINC CODE(Hon High Velocity Hurricane Zone `,V,tiEa A T(�(�f,,,, Alp .... . x % ® 3013 EASnRN PETAL SUPPLY, wC. BERTHA N ,. Accordion Shutter System IL E C O �.e. A.S■S.A■ ILV. apOE R7 W/ OR W%O FLV. Nlti%Ni BADE ¢, /�/^•,#= ' STALE Of 'C 9• '• c Amsrlean Shutter Systems ASSOCIOtIOnx Ina gp68 Westrocds DrWo Wesl Pa1rn Besch, FL 33407 nLLIT TESTING k ENGINEERING COMPANY ..., w. aan s. 9.. aw..smu came rlumx v+ pam : (w3pTl-lav . Fm : pospll-+9T -moa ptt.awmM-0006719mn nm A .+i uls'i oocePno. PnF vaurx sA ua_ + OLD Il-,9% IJ/t3 oND 4/13/15 a ORAStNG No 15_085 ,C •., ORr/- eC IOr',r �l��� �NA�E Gq•``� A 3 ' a SNEEZE ..e •.. MAXIMUM SHUTTER SPAN* 'L+' OR 'L-' (fL). FOR INSTALLATIONS W/ LEt$8AA( 71E5., ® & ® or (}yt or W/ ONE H.Y. LOCK ® or ® or or HO LOCK ® W/ NO LOCKING RODS or CFNIERMA)ES ® h W/ ONE HY LOCK W/1W0 LOCKINGRODS TOP & BOTTOM SEE NOTES �. .. 94 ) WNCffTE & 16000 Y NtIA9CN5 0 tYAIA MOUMPW FLORA/GFIW10 YOUMWG t♦ W L- In M I L-Iq 30 OR. 10'-0' 16'-04 l6-0" W-O' 35 IV-10" le-10• ls'-r Nr-O" 40 IS -ID' IS-10' 14'-2• 15-2' 45 1S-1• 13'-r -13' 14'-3' 50 IV-5' 12'-5• I2-5• Ir-r 55 11•-Hr if'-10' 12'-1• 1Y-11' 60 11'-e IV-4- I1'-r 65 tU'-1P t0'-10' 70 la-v 10'-8' 75 IW-I' 0-11" t0-4' 11'-I' 80 9'-la" W-10' W-07 ID'-9- 8.5 W_,. 9'-6• W-9• 10'-v 90 9'-r 9•-3' SIPS' 10'-1' 95 8'-0' e'-v 100 8'-9' 8'-4' 9'-0' 1 9•-7' 105 8'-r 7'-I1' 8•-9• 91-f 110 er-e -r 8'-7' e•_2' T-a' 8'-4 120 8'-0" V-11' W-2" B'-9' 130 r-a. 6'-5• 7'-10• W-1• 135 r-r W-2- r-9" r-0• 140 r-5' S'-H' r-Y 7'-6' 145 7'-3• W-9• T-Y r-3' ISO 5•-r F: 7 0' 155 S-5' r-2' 6'-9" 160 5'-2' r-1' 6'-r 165 S'-1' r-0" V- 170 175 180 !774- 185 4'<6' e'-r 4•-8•190 W-3' 6'-6' '3'-6195 4'-Y 6'-5 W-5200 r-2•5'-Y V-3• 5-r MAXIMUM SHUTTER SPAN* 'L+' OR -L-- (R) FOR WSTPLlATIONS W/ ONE HV LOCK or� 9r W/ NO, LOCKING RODS . (5EE NOTES ttT) 4WYpeiuIulogs CaNaafE a Map 'MenL 1LML MaNIWC a A1M6 (1) L-00iN 30 16'-1-10, '-0• 35 I4'--1a' 40 IS-1-fo' 45 13•-•-l' 50 12'-'-5' 55 11'-1-10•60 11'--4•10'--10"70 TO'--6•75 10'-•-1'B0 9'-1IO'65 W--6• 90 9'-3• W-3" 95 W-0- '8'-8• 100 8•-5' 8'-4' 105 W-7- 110 -3' 120 W-O' i W-11" 130 r-9' 6'-S 135 r-r W-2" 140 r-s' S'-11- 145 150 r-7 155 160 6'-11' 5•-2• 165 e'-l0' V-1' 170 V-9' V-1 I' 175 6'-r 4'-9' 180 8'-6' 4'-B' 185 0-0• 190 4'-5' 195 EW-1. 4'-a' 200 4'-2• 20.5 V-t' IMUM SHUTTER SPAN*'L+' R 'L-- (R.) INSTALLATIONS CeflERMAIES W/ ONE HV LOCKS OR W/ NO LOOKING COS (VIMO FDR YOVMING© SHEET 7) asu � Ca14FE1E 91STAl1ATWM6 f FLOWVa3NG mo I fid l) m 11iNIN9 L1 m1 L- ao NF-0' 35 IS'-2' 16'-lo' 45 13'-4" IV-3• 'A 12'-Y Is -I" ss n'-1' n'-u• 60 PV2" 1W-11" 65 V_5" IO'_1• 70 W-9' 9-e OVSf ,1 A� ROxirrnm CONCRETE & WOOD MANSORY WALL A. 6, C. D. E. U, N. 0, P. 0, MOUNTING F, K & L R, S, & V. FLOOR/CEILING G, H, I, II, J T, U, W & X MOUNTING & M 0 WXIYW Slum SPAN 'L+. OR t= FON INSTALLATIONS. NIO. WOOD SHALL BE UNITED TO 105 pd...&S.D. DESIGN PRESSURE RATING. t Iry CWMEft CFMERWTE /3 WY SE USED AT ALL MWNIING RSTALw110N5. LOaWG SPEaF1CAli0NS SHIAL BE AS JN IED ON MAN6ITCV CONDITION /2 NOTE /5. SHEET 5. ttDnWT INAT WWMUN SHUTTER SPAN 1+' Got 1 AND W ASA GESNG PRESSURE TWINC FOR DSEMU nal INTO co,ENE1E W CONC{EIE 8= SHM4 BE 1001FD AS rcuO 1- CONNECTIONS TO KEYSTONE MOUNTING LWITED TO +64, 72 p.a.I. ANO'8•-O' SPAN, SEE MOUNTING(g)ON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE IL ECOmc. TIWT TESTING & ENGINEERING COMPANY � .a wu. sl. m. Am. vLVM w®s 11WA v Inan : (arolen-1510 . Fm : (vslml-1v1 e-md: 6Re[vaxlcwn IWA.Ruff rIVNa c / +4 I6P]E A.S.S.A. American Shutter Systems Association, 1: o. 4268 Westmads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ,W.OW08LE SPAN FOR A GIVEN P09TK ASO, DESIGN PRESSURE RADNG. L MAX AVOWAGLE SPAN MR A a NEGATIVE AS.D, DESIGN PRESSURE RATNG. (2) PROCEDURE TO DETERMINE MAXWUM SPAN FOR WALL MOUNiNas (TOP/RODOLI) 04 ROOR/COLING: CNSI A POSRIVE ASD. DESIGN PRESSURE RATING. OETENAONE MAXIMUM SPAN'I+' FRW SCREWLE MEN A HEWTVE ASG. DESCH PRESSURE PATWG, DaETmINE IAWMUU SPAR! 'I-' FRW SCHEJXILE. RIVAL 4Afi4UM AVOWABLE SPAN S EOM TO THE SUM DETERMINED SPAN BETWEEN 'L+' AND -I-'. CO48NAOaS IN BEIWEEN PRKCCEE� TO NWALL MaNTNGS FOR W/ RCON/COLNC MWMINGS: FOR A CAEII POSITIVE A5.0. DESIGN PRESSURE RATN4. pLTEf011hE: 4+a MAX. SPAN FOR WALL MOUNTING HUNTING 0N5. ISIA L4K SPAN FOR fL00R/CERING MOUNTING NSTALLAl1oN5. FOR A OVEN NEGATIVE ASA DESIGN PRESSURE RATING: DETERMINE: a-v 11AX. WAN FUR WALL MDUNTOIG RSMILATIONS. La-. MAY SPA( FOR FIDOR/CDUNG NOUNI9:G NSTAIAVONS. FINAL MAXIMUM ALOWAOr SPAN S EQUAL TO THE MIN1MUTA BETWEEN 'LI+. 'L.+', 'LT-' AND t9-' R SCIEDUIE WITH HNA. MAEMa7 AND NEGATVE MIX. DESaI TO INTERIM MA%IWM ANCHOR CODE(Non High Velocity Hurricane Zo 0 2015 EASTERN WE SDPPLY, WC BERT A H ,N Accordion Shutter Syster KV. 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TILUT TESTING @ ENGINEERING COMPANY BbJ ILR JOP. R. S4 Ye,:9Ppi1 b1AtM. il0®t 9 rvva : a03j071-Isso . rm : (J99»I-1>}7 mmx urmowolcm ®-WOW19 Min f" n A iLarNa$N Nc IV TAPCON OR TAPCON WI14 ADVANCED THRFADFORN TECHNOLOGY ALL POINTS SOUR -SET OWE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦SEE UNj[AwN5 OF USE FOR (APOE �J ON SNELl 19 HV BLADE OR n HV BLADE W/ 1�1A HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shunter Systems Assaalatton, Ina, 4268 Westmcds Drive West Palm Beach. FL 33407 ® "is FASIERNI NEFAL SUPPLY. INC. BE THA -HV. Accordion Shutter Systet KV. HIDE #1 W/ OR W/0 FLU Vr NWN HXE v. oucnPns+ _ wrt roan+ ar: ua. 1 OLD 11-193 9/tJ/15 aIL 4 1J I5 1 DRAWING No 15-085 SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR DOTNGRIcTh aLUGN sues II4HN ea 1. ANCUORS TO WWRATE SW31 BE AS FOUMIQ4 iA) TO DamN POIIFFO CONCaR (Y'u,. f< . 3 1uG LEGEND - 1/4.O TAPCON OR ADCdI x01 AD7ANCm OM. ASDRY enr otBY A. NORS.INTS s t e. BOLTUREO BY t.EW. OM ANY. (YD. h - 3 mT ANCIRM SPACING - t/♦•/ a 3/4• 11L'fOOi19 SWID-sfT M'GMRS AS a5R®Illd RF AL FORTIS 6fPF0. BOLT 8. SACY3.tt COMPANY. Ga'n. f0 . 3 kvl) - - I/♦1A.B,,,TM CONCRETE MNCNIS W/ GIP As Y. ,CLWrzD BY FLOMM FA`+GNDS BDEa: OD. (Yle fa a 2 W) iMWN OR _ tI'r'O iAPM ANCHORS AS MANfACNRED BY POWEle FASTWERS. PLC. MID DISIRBVIED BY All POINS 501LLW. Dol a SPECUaV TAPOM WITH MVANCED COYPANY'OIt MrY OIMR APPROVED UClNSFD OR AUfHOR6m VENWR REASItRiD WIBI THE ATERRAN WRITER S>3TFaa ASG 3000E INa DRrA�OflY IEGRROIOGY ( f•= J �SSOLIO-SET ERVE TM W/ CM NOXI) TAPPd+ At) IONIWY FIIBEDI@TT INTO P0111R➢.CaNCREIE OF TAKW OII iMWN WRH AWA»CD 11E1ffi1DFUM1 IFLIWCIX.Y ANCNf1R5 AND TAPPER+ ANcRats; 5 1 3/4; " TEN BLYE w W/ H ANCNa$ a 1 1/2. A2) tQNeRjM d®ImG OF 1/e'0 x J/4• ALL POOaS $OW-sEr MAla6 9W11 BE 7/8- WOMR FWItED CONCRETE. NO dBFM@Ir INTO SILICON) SNAIL BE 1TgRTED: 1/{'a-9T ss, WOONE $GAEIY usce SXNL BE 1 1/2 EWIG W10NY M1WL0 stucco noST. 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NE 4,gIS 6 U4 fai 04v2�9H 9EEi 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. L. AH.Nd610 iDVI. f1aPV OiESQD WBW SOFIIF slMl-� A9 Fg1aW8: J. 60e' VN I SE WIGS! O M (Fq,t0i9iG SM1 (N,OS) 114NW7011Dfa 6Y ISM: 6el0lJl 11/WWWY. d6E0MFNF-A4 WONYSL'O AT =�1f4Y TAPWII Ntoat -DOUWAS FIR W/Ne.-0S�/( -SiRWX f%E FIR NORTH W/ 0-OA3 (M0.8.) 1 10 l, il. 0 DCI 110?t 4t. WE FJra» STS NpiC 2 BMW. -IM CI:1/ N1M M LHa.4.f -MSi i/S•.WYMYN000 L19B6 AP.y F01IT (IM A A) 2 ANOIMs TO I1611CX WAVA •31Yt;.� A5 PER WWNDIVPE:U.51RET'1> AID SW01. WIDisF 6F W SlAW4 AS FfR lms SOISFi6WIGIKK6 4, NKMCf6 9NLL efi k$IN100 FDMITWM1}L tlF 1M'e pLfk11YFJ6N1DN5 ND 6FEDe1'LITRAYSOF TE AtDiDRS IINRiFAOtehF9. 1111UlMF A.S.S.A. ACC L E C O t.c. NV. SAX TIU7T TESTING & ENGINEERING COMPANY American Shutter Sy3}eiFili DI 9.W,. sa.5,.. m r>rimHs, rta� yr. Association, Inc. 1 DEG *6iA17 :* ems,; r�y)mt_1J}p, Fm;(yroal_161 4260 Westroads DFva 2 a 4-.; talece04am5 West Palm Beach, FL 33407 J ATEOF �' fH-POOS719 4 WK1fR A 1611t 4 Ik/441676J 3 0 No VG Yw MIMD O HV WALL HEADER INSTALLATION m091V10 H-T�T wn..swuunoNTo arss 1 � —� .y.. .,xl (9E£ SCMmtAE ON SHFET I IJ . S.S 1/4'A-2 /4' SS. II,fN26 9CfiEWS 11/ 1/4--20 NU15 O t2' O.C. 4 i WA. I I/4'0 TAPCa1 OR TAPCOI WITH AaNANCm IL1/4'0 TAPOON OR YNIIFIaEORb lfCWgLODY W/ 1/Y T/V& WRH A .1. I -SEE 4— 1-4 — 1YRGL NSA wm PCYI.aW CsNirr In Yw THRFADPafl TECNNOl0G1' SHURER A59flB.Y. (sIP[NflPATNW (9EE YJiCDNE ON SNfE'f ID) 15) aR5n1m Y PEYNDDU RM. . Oi M'/ 1/2' Yn. PEN 2-YOUNRNG 6ECiIWlS CAN Ip 0 O Q SN65 O 16O,C. YI% WILL ]W O lk n1READFO AREA INTO PLYWOOD COMeNm IN ANY WAY re IIIII M. wx PIXMafm ffivo. Ulm PLY1mW M K (SEC $CHEOtAE'ON 9DkT 10 SUIT ANY wSTAElAl101i. m9 O lo, MYUS M'O. TV TN To sums w AccoRw.xDE ACOaRW T mmOS IN Or THE WALL SILL INSTALLATION • 4E truAATw1s a'vs,� ar TNEP 11 T., i ATlnu 6ECroN 2309 rag O HV &I➢E GN 5HfE1 QN lJ L E C O I„,. 11LUT TESTING A ENGINEERING GOYPANY F15] Nl ifEt A. Eta ]66. VA2Y OA�e..,IWLI N PM : <YI176i1-Is]0 . Fml : (]01J811-Nvl e-mtiC I6mNotican m-0006]I9 NNdfA A iWI 8. P.E IIORW Ek. j Nth] IY$ 1 v 1 O I r'T?1 ail TMCaN W[TN ADVANCED THRE40iGFY WCHNOEOG] W/ 1 1/2' 1' LOm. Min HN TON Or TIWFADFD ARFA T. MTE EIOSNm e00a HGffn. j '0. (s!E SCIIE➢UE ON 9¢ET 19J ,, ®.HV MfALLMLL INSTALLATION A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beoch, FL 33407 ® "is EASIFMI YErA SIpPLY, M. BERTHA VT, Accordion Shutter System KV. ME 01 W/ CR W/O KV. VANDOW 9AW Y, 'oiS 1-19 mR WUmI N6 Yl 1 4➢ I1-192 4 m/ID OIiZ 4/IJ IS 2 DRAWING No 15-085 TALLATION DETAILS ON EXISTING, WOOD BUILDINGS FOR In HV & HV♦ BLADES (AS APPLIGABI MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BUDE n ONLY SHALL BE LIMITED TO 105.0 puff, &S.D. DESIGN HUME AIINP. SEE SHEET Ww. twaH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON r2FWn at A I wRN AOVANCm aStl (MfHI.) E%R11NG ........ ` tTME (N' APPINSBIE) ': mp�RFAOf'ORM. TECHNOLOGY. • 0.0906EOe. KODIgEO. SmUCUURAE AGEOUPC� - _ ,- PFNEmADOf1 t/N'a-2WS(6' S.S. 0: ppp;Ip10 yl0(10 BEAY OC 11(RFIAm !FG TO Imo' E%IGIING WOGD NENFR 1 _ N"' PI6IEIDS tRUSN HFAO W INE SCREWS m BE CFRPFL°D 6Y momArmo ENCINEFe oR __ _ -_. =— EM,RMNO WOOD TNOSSE^a OR (sm suataE ON SN6S 15) i W/ 1 a•-20 NUIS - ARVOr G:f PRIOR N I/r. 1/2• IWlfR O 24' 19 a 0 12�OA smmER INsTwvmi D.C. REQUIRED f.'3.� 1 1/a•. rr ORE15STIW 1/P, I sari!! '!I\gyp\>_-OPRO f i' WITH WITH ORV1NCEa 3/4' Mop. iWC yy I .Y57• THRENIFORM.iEGHN010CY PENE1 I1a+G/N•._....�. '.a n/s• (wGT-T6 ALLOT) Vl( :TON OF 1HRFADm AREA TO iY.S NN. I (SFE 50100E ON SMEET 15) O 6' 4C. I 1 Or © or 1.1 <3)5/la'a l/G R TRU, FPCN PAFIER oR mu. -i ...:. .— 11 or Q. or © I. LO ArE uG scREWS I WINCUN OF E1551RI0 6W.YW. Y.6' fR REO'O T _ I O HOLZ AAWEPI UIUSER. /W Kn. N01 NIN: SGoRIIrGN m DNSG ( Smo m OF iNRE —(SEE %HEDGE 011 SNEEI 11) m5ftNGV.S3 1 —I 9/I6'. IAG SCREW PT CEMFR Dr NBE ARFA VAW FOR R6THIATY.NS WRH 7: � 3@ HV WALL HEADER INSTALLATION M49wPN! ( D]@E�EBa�YF • COMING � YY �� aA'$—lmm°caD 41-0• ". wm. m CDR' s - n aN xYEmNU I aom ry Rw ©OR Q '1 n RF ewemNo WGYa¢IZ. Guxrc of oso As I xAesma®. asmaD rw I MAasma Q9 OR 1 OR ®a OR NRIEx 1_5[E SNRTa NRIYRG.1t 94lNFN. ALLSF)IBI..Y %T HV CEILING INSTALLATION EOUA a: waWcWD U HV CEILING i T CATION -- 1 OR i �Y"E. mu srrwwTlw m aas -a III FIN N�m� ..{ A110Ns I ) _ (SFE A`IIIllULE'ON 92ET 11)� fyatc I W SI@f 19 . (5EE 5"E. ON r)i) MCE �w...wl i%2' Imo. oECK 19 EWE OF PEQ( _ 1' 1 a'e-20il/C 5.5: IF AP LWAAGIE �"•_- ---� dFP0C781E -' .- iAf WRH G/ mcm Min. MACWNE � IIFM -.--' % .•--- 1%6'e TA ON OR TMCON WNN AIIJNIG�--- • MIR-._.-..• N1RG1aFORM TEOHNOLOGY W/ 1/4'-20 Nlifl `~'_-'/t1'- nmmrORM TECNNOLOGr W( 1 1/2• W. - w/ 1 1/2• Mlti PENERtAQW O 12• eG 1/a'V'TAPOON OR 7APCON WITH AWAIlGEO iHRFAOF01Si 2' WNW -- PCHEIN"TION OF iHRm m OF 1HI?ImD AREA m TECHNOIDGY'W/ 1 1/2' Wn..FlU EIRATION OF i RDM ANFA To EIUSTWG WOOD HEI m (SHE COSTING -WGDO. IRROM. ARFA m USTING WOW 11EIDEN. (SEE 501EW1E ON SHEET lb) saNmtRE ON EHEET 15) (GO, wIEWIE W sHnT 1$) ac �,A� Ns of (X HV WALK -OVER -INSTALLATION FORLL SILL' INSTALLATION �EeyW SHUT m W*HV FLOOR INSTALLATION FIUPopA BI➢lll�tJG CODE(Non High Velocity Hurricane �.apyS..... rr(!i�'%.y ®2o1s ea;Rsm MEw. su V- olc. A S 'Iv'■ A■ NVAccordion Shutter Sysa IE E�+ L O 1 N G. ■1. HN)E Qi Wf Ot W/0 KV. WN70W RM q rf ��_s1li/"• * TILLIT TESTING k ENGINEERING COMPANY ATO!Aw Shutter l'on SYSt8Er19 D 11-mN tutt aaxti er: Ni A68 Weldon. Ina T uti 11-Isz a/5/15 QOe a/13 + "mar , (34T7I-15W . ra. i GUM)WI-I551 4268 Westmada Drive x DRAWING No Fy+t s �uuwooacam we Paim Beach. IL 33407 15-08 zn.-. a'R Coule.WSS. ,n �m9�im mwmm.l� es-mtaa'ffe.o�ejl'zi� ®•c•-Qi't$oy®- END CONNECTION DETAIL(2) Iw' In T-1 L-1 ECO 1Nc. TR.LIT TESTING @ ENGINEERING COMPANY PE V4YmY wt •..�wnoq-r Imu.n a,mumnw ' , 9i�0iY[ vod vQ>lA END CONNECTON DETAIL . aawa ovm, a.ar wmm ,w.v ,Y-.• A.s.s.A. Amoncon Shufler systems Aasoeiaiton, Inc. 4268 Westmads 04ve West Palm Beach, FL 33407 ♦ SEE Ue AWNS OF USE FOR 1 Qq vt ON SKU t9 WDE 61 W/ CR W/O KY. ®a� WVL 5 10AT4iX) S AtlAWal AT NI WINOQ& BUOE.®. SEE M WtBtitlNR cETARS ON mum 10 & WMI—/ Ma 140G10.. ELEVATION ------------- EI03RNC.CtASS�.--..-. _.- --•. eK A. A. Ocep, PRE4URE PAI ♦110. - Ito "I. x. NUC SIIOTIFW sunk or ,Y ALLOY&D MWIIIMCS: A O. O & H ON SHOTS a 1; AS A L..:AS }Y,�OIINRWS U. 0. T. a&W wSNEER III& IT. p9 MY 0WIU0i0k . a WDi,�VnpRgEw.umax mAx I sHlu MY wmv A uA[W WWOacAlfrms (3•4 101M FOR ® PER AT SPAONOS SNOM2 ON SH4S a. (0). MN. aFAW0.£ 1R%T0P OR FIORW FDOE QP HY WPWtl BADE 1© OFANY 3Y NOLE filR 51WL OE t2•. (a�� �L}5( WME OgdTG WR fNOM SfA'iffRS Ai E105 WY BF B/ (p) KK �90SS` MAIN usm AtiEPfNIE ro A SWA FY dMfv (E) OEOjift4liES 8/WL Its K I STALLID A=w m A SA.0 w BAaE Ar Emus suc aE' nmt (F) FttYCAR®OWQE BY WM'OOW ¢q sHYL BE BSfALLID IN Tµ[ V85 a THE B1ETtaR OP RE OFFRUia BON4 PAOIk:CIEA BF WJIPR�aM•tkyO�T � MY NSEANEO W I=es IIB W A W! TOOL w ASSA M &. SSE N@WR.SPAOL40 WOIXJ £FOR ItriTfLARONS IWO WOOD FRA&E 1ARDINS GR Sav 13. AS OWIFD w SPIN AND wi:m E (W NmES 1.&.249WE). Y. M ARGiOR WA=I 39EDBE MR PSfW.URd15 WIO PoNRc, C9NaiEiE OR COtiC1EE BLa( WALL ON SIEE15 12 x 13 A3 lueVD LN SPIN ANc OE4tN I.a+o (SEE NOER 1 & 2 AWURy. & "ARAI $FPNLe1aN TO =S SBBOOIE. PER AWu 2-194& iMVm me eiNNOu EEPACiTN>N TO OIA55 i R44a 3 1• ♦ _ &25 m� �, E A S S p Accordion Shutter Syst( IL E C O �e•c. t(V. MALE it W/ OR W/O KY. WFDOW 9M %•. f/// /.f"' = TlwT TESTING & ENOINEERUNG COMPANY American Shutter Systems n[Eanplgn MW u . m ui q 5 STATF pF ' * o-Sts xr' 3epi '• e0''0'• NR01A "'• "�` 31 A33oclailon, Inc. I an- I fast 4/13/I5 MM VIM¢.• --c` Rwlw :(.mle:i-15]O. Pm l (.W5jOT1-1s31 4268 Wostroads Drive : it DRAWING No s �•c�•. 'af DamP 4�$' '^10?: R!�eoeliv'" West Palm Becch, FL 3MO7 3 1 �1:_na a Emm�c sass mN. sEPAPATION (sEETOscNmTLLT FOAND CONDMONS OF USE R BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTA LOTION TO METAL STUD WALLS 1. MM. A.S.D. DESIGN PRESSURE RATING: +75. - 75. (pot) 2. MAX. SHUTTER SPAN: 54' 3. ALLOWED MOUNTING: 8 ON/THIS SHEET. 4. ONLY ENTERMATE 21 W/ leer/ HY LOCK ARE ALLOWED WtfH 21 ARRANGED A METIiiCAL LAYOUT: USE 0 (2) 35 (6- LONG, MINIMUM). MUST ALWAYS BE INCLUDED AT TOR OR INTERIOR ACCESS SIDE OF CENTERMATE. - 'u' 51AUE SLACK DERAIL HVF TS ALSO VAUD FOR 1/2. . 12 8 CE HERMATE 21 APPLICATION WITH BLADE iQ 6�J1 aAaLt 636 x Ma. r ®s' O.C. WALL HEADER/SILL INSTALLATION 1/4' 1/r (6' Min.) Min:) / '^ E.0 0 INC. ULUT TESTING a ENGINEERING COMPANY 6155 s16 wa,s Awl xs.... anoos. 1 W 3: phol.: (305WI-1536. F r (IDS)37t-16si M4.M]t& nl Ai .. M illlFM 1 "167 RMATES 2�1 �2aaD M� r .o:aw ea0�• 1 We NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE 1d00 Akv.' MINIMUM VIAND ZONE ASTM E-1996 SEPARATION TO GLASS i THRU 3 1• 4 4' 1/2" M. s ACK A.SNSNA. American Shutter Systems AssoeToflon, Inc. 4268 Westroads prior West Palm Beach; FL 33407 T" ;LENGTH + 1" 43 0-20X3" BOLT MUST PENETRATE ® 1' 3R" A I- 050" a T— -m 1/4°0-20 THREADS j 1400 ELCO CONSTRUCTION PRODUM FAD—LOK HD COMPONENTS SCALE: 3/6'" t' LOCATED AT I NV TffMER/SI ENDS VIEW Y SIDE CONNECTION TO TRACK 0 IMA No