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HomeMy WebLinkAboutPRODUCT APPROVAL1 1/4/2018 Florida Building Code Online Ail BCIS Ham. I Log 1. User Registration I Hot Topic Submit Surcharge Stabs & Facts j Publications I FBC Staff I BCIS Site Map Links li Search d �U Bpr 'N' N! Product Approval av USER: Public User . y B � Product Approval Menu> Product or Application Search> Application List SCANNED BY 4. Search Criteria St. Luce County Refine Search Code Version 2017 F 389 Application Type mduct Manufacturer 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 Search Results - Anolications FL# Type Manufacturer Validated By Status FL389-119 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion 'Appri ved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AA/EED employer. Copyright 2007-2013 State of Florida.:: Privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response W 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 contact $50.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If may have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: ® ® E Credit Card Safe 71.1 hdps://floddabuilding.org/pr/pr_app_Ist.aspx 1/1 FanuMallm 1, BERnU N.Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT fP.ED.) HAS BEEN 9E M MR COMPLIANCE IN ACCORDANCE RIM ME 2017 (80 EDITION) OF THE FLORIDA BUM➢MG CODE Me ACCORDION SHUTTER SYSTEM SHALL NOR BE INSTALLED AT HIGH VELOC HURRICANE 20NES. ORIGN MM LCADS SHML BE DETERRNED AS PER SECTION 1620 OF THE ABOVE MEMMED. CODE. FOR A BASK NIID SPEED REQUIRED BY ME NRISTMTICN THERE SHUTTER WILL. BE INSrpllED WDH A OIRECTIONWIY FACTOR KE•O.BS, USING ACE 7-to AND SHALL NOT "OEM ME MAYIYCA (AS.0) DRILN PRESSURE RATINGS HNo ouec M SHEER 11 THRU 15, 19 h 20. N DRDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN W'ND I -CAM DETERMINED PER ASCE 7-10 ENML BE PRBT REDUCED TO RED, DESIGN WND LOADS BY MULTPI.MC THOU BY MO IN ORDENTO COMPARE THESE W/ UAIf. (ISO) DEMON PRESSURE RATINGS ND;CATEO ON SMm, 11 MR, 15. 19 k 20. N OEOER TO VERIFY THAT COMPONENTS AM ANCHORS ON THIS P.ED.. AS TESTED. WERE NOT a SWEeSEO, A M L INCREASE N ALLGMStB STRESS FOR WHO LOADS WAS y$ USED IN THEIR ANALYSIS HOMER. A WND DURATION FACTOR co=Lm WAS USED FOR VEIRrim(M OF FASRNNER N WOOD. BERTHA NY.. ACCORDION SHUTTER SYSTEMS ADEMACY FOR MND AND LMHIE 1RSSOE IMPACT LOAD HAS DEEN VERIFIED IN ACCORDANCE WTM SECTION 16D9.1.2 OF THE AMw MENTIONED CODE AS PER An. REPORT: -HV MADE a (0214.01-03, /0715.01-03, /f004Df-O5. /1214111-0S. 00317.02-06. /OB09Di-10 AND 10210.01-11 AS PER TAS-201, TAS-202 MD MS-= PROROCGIS AND ASIM E-1886 MD E-1996 STMGNRM (MISSILE 1JtiEL D. WND ZMES 1, 2 A 3) A 1122MOI-10 AS PER TM 201, 20.T A 203 PROTOCOLS LARGE MISSILE. -HV WINDOW WIDE 0 tON05D1-09 AS PER AMU E-IBB6 AM E-1996 (MWi.E LEVEL D, MND 20M S 1. 2. 3) BASIC PROTECTION ONLY AND / 0725.01-06 AS PER TAS 202 PROTOCOL 2. EIV WADE 0 AND W WINDOW OWE ® ARE ENGINEERED TO NORR N UNe0.4 WITH EACH OTHER UNDER THE GENERAL LIMRATONS AND CONDITIONS OF USE INDICATED ON SHEET 19 >, BERTIHA N.V. ACCOROM PUNS (HV SCREWS). USED AT BIADR IOHCIQE AND FOR DIRER MUM CONNECTION TO TRACES SHALL BE /14Q.75• AND /1491.75- RESPECIWELY. 4f0-HT MINIIWM SERIES SUNLESS STEEL SatEWS WRN 135.0 Wi YNBU` STRENGTH AND IM W TENSILE SIRCNCW. PINS SNAIL BE COATED WITH BDMHA HV OAFROSxEID =MC SYSTEM AS MANWACNPED BY NUM SEED COATING IPPHGTOPS. RECTITERED WlM AMHMNI SHU11W SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MMMNG ON THEN HEM. 4. AL AUURUN CORUSONS SMAlL BE AWLLNN4 ASSOQAIION ALLOY AND TEwER AS INDICATED M SHEER 2 AND 3. UNM U YIELD STRENGTH FOR 608]-M A110Y R 30.0 AM AND 36,7 W POR 6005-TS ALLOY. 5. AL SCREWS TO HE SLANLESS STEEL 3M OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GH SWIB WITH W Wl MN. YIELD SIRENGIH MD 90 W MN. TENSILE STRGHWL AND SITAR COMPLY W/ FLORIDA BU6gN0 CODE SECTION 2411JJ4. 6. BOLTS TO BE ASIN A-307 CAVAN12m STEEL OR A51 3M OR 316 SERIES STNNLESS STEEL WAIN 35 W MINIMUM YIELD SMOOTH 7. SEE ME FOULMING SHEETS FOR ANCHOR SPECIFICATIONS: HV OWE (D : 12.13.14.15 AND 20 HV MADE OQ A ® MROM IN UNISON: 12, 13 A IN R THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT I6'7M.582. COMPMONIS or THIS APPROYA ARE CONEED. IN WHOLE OR N PATH BY U.S PATINE 05-458,179 ISSUED M EASTERN METAL SWPLY, DM. 9. 1F SAL VE THE RESPONSIBILITY OF ME CONTRACTOR TO VEIOFY THE WUHMESS OF THE STRUCTURE WHERE SHEEN IS M BE ATTACHED TO MORE PROPER ANCHORAGE. CONTRACTOR 70 SE.LL/CARTE ALL ENUEER COMPOTE'! EDGES "'DON RETAIN. IHRU FASTENING N CONTINUOUS CONTACT WITH THE BURGMC TO FPEVEM VINO/RAN INTRUSION. I D.CFNIERNAi AND ENGAGE LOM ALL EACH UNIT MUST BEAR PCIUIANENT LABEL WHAM HIO A VISIBLE PLACE LOCKS. WIN WHINING BOIL DURING PERIODS MM£ DDS OF MUE WANWCS ORNER, iETWiI, OR OIXEtE MUST PROPERLY CHV LOSE ALL AND M I L SHUTTER MMWACTUpEYS WEL SWIM. BE LOCATED ON A READILY NSW{ LOCATION AT ACCORDION SHUTTER IN A,OMM,,E MM SECTION 1708.9:3 OF FLORIDA BWLDNG CODE TINE LIBEL SHALL BE PLACED MR EVFAY OPENING. UBELUIC M COMPLY WDH SECTION 17OD9.2 OF ME FLORIDA BUMANG CODE 12. BERTHA N.V. ACCORDION SHUTTER SYSnN'S INSTALLATION MULL COMPLY OATH SPECS INDICATE,MUM Is APPMD M. IN Me URAMNG PLUS ANY WP.WNG MD ZONING REGULATIONS PRONOEO BY ME JIIRISWCtiON WHERE 13. (a) MIS PLO. PREPRED BY We E1IGNEER IS GENERIC AM DOES NOT PROMDE INFORMATION FOR A SITE SPECIFIC PROTECT; L, WERE THE STTE CONDITIONS OEVUTE PRAM ME P.ED. (D) COMPACTOR TO 8E RFSFMSIRLE FOR ME SELECTION. PURCHASE MO NSTAL.HON RROUM'NO LIFE SAFETY a THIS PRODUCT, BASED ON MITT P.ED. PROVIDED HE/SHE WasNOE OEVIAE TROY THE CONONONR DETAILED ON THIS DMUMENR. CONSMRUCION SAFETY AT SHE IS ME CONTRAMN,S RESPDN9BMIfY. (C) THIS MD. WILL BE CONSIDERED INVALD IF ALTERED BY ANY MEANS. (I) SUE SPECIFIC PROTECTS SHALL BE FARED BY A FLORIDA REMBERE0 ERCNEFR OR ARCHITECT WINCH n1LL BEGONE ME MaNEER OF RECORD (FAA) FOR THE PROTECT AID WINO WIL BE RESPONSIBLE FOR THE PROPER USE OF LINE P.ED. MGINEER OF RECORD. AMC AS A DELEGATED ENCNEER TO THE P.E.D. MUNEH SHNL SUBMIT TO MIS LAM, ME SUE WEGno GRAMM, FOR REVIEW. 0) ORJGNA RED. SHALL BEAR ME 0.0.1E AND ONGNA SELL AND SGNAMRE OF ME PROFEBSIWNN ENGINEER W RECORD THAT PREPARED IT. =17 TETECO. ING 'T. > IL ECOLNG. TIWT TESTING A ENGINEERING COMPANY AA ass I•. xa s, sv. .1IA nnemA afm .. m VnM-: (Snsp7f-1h]0 . Fa.: [JDSYn-TEST TABLE OF CONTENTS GENERA NOTES SHE I SYSTEM COMPONEMS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL YANCOW GLADE A WINDOW DETAIL AREA p• W B An n AND HV MNDOW B ADF Na (WHERE A_ CPI R AB14E1 TYPICIL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSULATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCREM/BLMK SHEER 7 CENTERUXTE DETAILS HY SHEET 8 CEMERUATE ALTERNARNG DETAIL; W SHEET 9 ENO CONNECTION; DETAILS 1-6. CONCRETE/BLOCK SHRT 10 NAKIMUN SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE A: BLOCIL SHEET 12 ANCHOR SCHEOUIE- CONCRETE A BLOC( SHEET 13 ANCHOR SCHEDULE- CMCREFE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEEF 16 NSTALLAUON DUALS S-K, "M SHEET 17 END CONNECTION DETAILS 7-12 h K, WOOD AREA-1 HV WINDOW Rf AnE SHEET 18 ON Y ttPNAL. SHUTTER ELEVATION AREA 4- HV WINDOW gi AO (1) ON SHEET 19 Y INSTALLATION DETAILS, META. STILL,,, WALLS SHEEF 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.Am American Shutter Systems Ass,ciatl,n, Inc. 4268 Westrooas DK" West Palm aeoOh. FL 33407 HY. SLADE Wl W/ CR AWING NO 17-107 T1 HV SOLID OI Anc COVERED UNDER US PATENT @ 5458179 OF USE OF BLADE-4,1'ON SHEET 19 ©HV ADJ. FLOOR TRACK OUAUFIED FOR USE W/ HV LBI>" a 11 HV CEILING HEADER iiE0 FOR SECTIONUSE W/ HV BLADEONLY, ONLY, SEE S FOR VALID 6063-T6 ALLOY AND TEMPER LL`1 YIIX YMNt r ,w2• SIDE ANGLES QUAUFIED FOR USE W/ HV R.a a• A� L .36,• i 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE iQ 6005-T5 ALLOY AND TEMPER L1S HV HEADER/SILL QUALIFIED 063Ri6 AE L1 AND B�E (t�ONL' L( ALUMINUM ANGLES QUALIFIED FObUSE %Y/ NV BtAOE 1 ONLY. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE YI MV BLADE(l) 600-16 ALLOY AND TEMPER. (B)HV WALK —OVER TRACK QUALIFIED FOR UiSE W/ HV BLADE I 6063-76 ALLOY O TEMPER .PONnrc A e T, T2 1 2• 5' ! t/8" 1/8• ,18 2' S" MtX.I0.192' 0.192" L.y 2.5• 7• UAY. DAW 10.190' 0.139' I0, 131' OS HV 90'/180' STARTER QUALIFIED FOR USE W/ Iry BLADE CU 6063-T6 ALLOY AND TEMPER 9w" 842 �25 .920 9)HV TRENCH TRACK OUAUFIED FOR USE N/ HV BLADEC ONLY. 1 HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ABLADTEA(T1t7D TEMPER. it" Ln : liq !y I''�yCENSF:;f9 M2017 DLTECO, INC. 02017 EASTERN METAL SUPPLY. INC. BERT A VTM i AAA6 r `:•�� j p A�S�S.A� Shutter System •' j * American Shutter Systems DARE KV. DE d1 W/ OR W/0 HV. WINDOW RAM TILUT TESTING & ENGINEERING COMPANY x mcAm+ax wTc ImAwx ae Le TFOf ; 6us x.+A xu, s, s+u SoS, necru 9x1aW7, RM.. xm A93001..... . Inc. 1 DJ2 IS-Des 7n7, wre D7/v/n 4268 Y/eslroads Dfive ,Lm.-s �s'••. �AIDP •'a4A t536 2 a No .tsoslen-1sv -�a7: rnsaaor.cam ®-C v 0 West Palm Beach, FL 37407 E4EDRAWING a e!:ZRlA.0 ��lGAI'��,�._,- "naReaAu i « ci` ...17-107 tP• HV GENTERMATE FIR R USE W/ FN OIADE �I & s LY 6063-76 ALLOY AND TEMPER OUL HV MA "T" nCK cNTcauerc LOCKER FOR "T" LOCK ENTCRMATE OVALIFIEO FOR USE Y!/ W SLADE00NILY HV FEMA "T" OCK Ccurcauerc QUALIFIED FOR USE W/ HV BLADE ( ONLY 6063-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPO QUALIFIED FOR USE ALLOY AND LADEEE(1)ONLYJENTP 6063-T y. � 214' 31"RD CENTER ATEW G ROn QUALIFIED FOR USE W/ HV BLADE& A 6063-T6 A"OY AND TEMPER LOCKING ROD, OUALIFIED FOR USE IY/ HV BLADE) 6065-76 ALLOY AND TEMPER ILLPTRAC INSTALLATION WILL REQUIRE A 7/1 ED AT KS FOR PROPFR F FI 6063-TG n n' 375'C 6` HV 3 8"0-16 A( 3.161 4.y z —L6 h 1 OUALTFlEO FOR USE Y!/ NV BLADE T & 6063-TS ALLOY dNO TEMPER (SS7) HV 1 /4" 6-9111 ANSI Ind taq:{I'1f-`A.�1iUul:kLd1F(•� r 0 �d HV "T" LOCK OUALInEO FOR USE W/HV SLADE01 ONLY. �um ee oru0. P11® PAT^.m IRE66 +wx xrMa �.6ws rneem Lases! P1A1TP) HV EGRESS LOCK OUAUFIEO FOR USE W/ HV BLADE i)& C ONLY. },Fs�le" „ m• J `l60 AFTER FNEIL4 BEFORE RMCTNG 1 /4"0-20 RIVNIIT* (N*--n .0 ty) tAPcE YLM:CE T NO, n MMARACNflm DI A'AEL iNY. PD, .m6LY RTON tl! Ca1A_ MAVIRNADVE LOCK QUALIFIED FOR USE IV/ HV BLADE ()ONLY. D.6)s• r 1 .In' uv pt T-il-m.awk, D`ERLY IS] Yn MWD•ER 1.]6• NO.. ® HD LOCK 9Y RECENT NAROWARE MORTISE LOCKS SERE$ 2333 NOON 0011 LOCH, QUAURED FOR USE W/ HV BLADETt' & EAR 1 ` Ix,%111PA,�TT'rr TF/L�� _ P �/ 9 * f /: 7 • W N T t�} ? * „�: SIATF (1f, atW] mTEW. WC. II L�E C O TILUT TESTING & ENGINEERING COMPANY 6u5 Ma. 3Gw. 54 71-15 . To. GA0.M9, ..... 331 Pnam : (30 a)an-Is30. r".: [Sm)6n-u31 - * lu.-.oaea,<m" ®-0oo6nR fto P „ . A S S A American Shutter Systems Ys 268AssWestlo d Ina. 4268 Westroads Drive West Palm Beach, FL 33407 03017 EASTERN METAL SUPPLY. INC. B hu te TM Accordion Shutter System ITV. BADE #1 W/ CR W/O HV. WN"N BADE rv. x 6[seumex mrr n— I L.e. Y OLO IS-06S ]/01/i MR: D)/j]/1] AY �.C'•..- ` (� ;'�IVV Ql f` RID 13 ss/..A.E..[�....[.�a P E FAA/4R10ASIIRFYSI)ATF R 3 DRAMATIC No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV fh (D HV BLADE 1 ® HV BLADE 1A ® LP/ LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 4® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'z3/I8' THICK NYLON WHEEL. 0,188o AISI 302 SERIES S.S. RIVETS 4® HV 1 3/4• ACCORDION PIN W/ 88 HEAD ® HV 2 3/4- ACCORDION PIN W/ Q8 HEAD t ® POLYCARBONATE IMPACT RESISTANT HV WINDOW RI (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR Hv ®BLADE. TYPICAL SHUTTER ASSEMBLY N.I.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV lO BLADE WHEN CORRESPONDING TO INSTALLATION "I]". SHEET 7. ID (3) HV PIN © OR © W/ 1/2" O.D. 1/16- THICK S.S. WASHER TYr .a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET EXTERIOR ,I .*EL CARRIAGE DETAIL IY' um. CE TO BLADE IA NY w"M BUlbn 'R onle, .0675 IB>S' Y DVRi 0.o6j• MT PXMM RI. / / 3 50' M /�/e so' X 2 7/e- N. NV MWDOtt CITAR QPEMNGS i 4 3/.EXACE' 061!' 0u t NFAS ips nr.7100- 2 1/4 .ro CLEW 6OwEEn TYPICAL HV WINDOW B DE P_OLYCARBONATE HV WINDOW N T.S. QOR ® I j $ POLYCARBONATE IMPACT R C ANT HV BAYER MAKROLON 3103 POLYCARSONAI 12' um. CE RESINS, UV-STABNZED GRACE OR SAB to a emmv INNOVATIVE PLASTIC LEXAN 01 OR ® , 1-`-' ILJII (SEE It A ®EXTERIOR PIN ®aR n4 M R S[ BUDCS KNGCXLE. (s[C NOTE • roR REQUIREMENTS) it 1 1� AgEMBLY LAYOUT I L�O- TILUT TESTING A ENGINEERING COMPANY W55 RR. ]bA. $l SM. $LS.Y.RGW O:MP.T1 M1ML' .V e-mi: btzeeoeo-.e5m e-WD6T19 ROR9A Ilc 1..16i -0634' sucE .p62!' S1� r_r 0634 .0626' 10} RESIN NOTE 'F' ON SHEET 19). POLYCARSONATE SOURCES FOR d Mcvr xr mar InRIL ^mvt las muvnR mvsrx �.m e anrel: �crc ouxn .m mu cea ./ ' oa! e/ `a'm[ vau momm ce5e z,zm Ru $Sm s.. IYnMt 5.1..9M .. RIY .s�i1r mN 1>.-m R4 ISM RLL rW Wl �' R$ BPfLL .TR mY =.GmJ O.tV YIAG R.1 •Tee sNo¢ Roma .sz me.s as z rzs s uu wrt m fiurvw .m o5v o-1 a.v c-1 v.s w emw un own aw r wa �' zsv clv SCvne srzFa4m .siw mlxOrav um eae vws P..L R..t mmeuzz slless evac zwwnc � as e.el ...t M, w! R.. A.S.S.A. American Shutter Systems Association, Inc. 4268 Wastmads Diive West Palm Beach. FL 33407 (9201) EASTERN bEny SUPPLY, WC. B RT A VIM Accordion Shutter Sy HV. 9A[E R7 W/ OR W/0 HV. YAEUO!! B AWING No 17-107 YN' 9'03w 11*4 7 plan Irl I I�Y�Y�SI�>•L1I�f'1'a�SIJ�s��i ' l7 12wA��w©. Q7 wB�w70 •Y�� �5•t�iw 1L�,'•�BnOe •��w ©•�jw�. �mw1�•�w12•� TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. �•Aa w �5 OF CORNER CENTERMATE •IIIIN HV LOCKS AND CENTERMATES• 1. AI,V:DATORY CONdRON �1. ONE 1(V LOCK v g SHALL BE USED AT 1/2 OF SHUrrER SPAN FOR ANY SPAN OR 12' ABOVE OR O�,LOW Jf2 OF SMURER SPAV TOR $PANS UP i0 105•, ANO i0R DISf LIONS T PM' ELEVATION. NV LOCK wS or 4�S MAY BE UBED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T0- OR �' CNTERMATES W/(]) 1•J4Atl-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INOIGiFn-[IA LOGOS 2�uw Q OR - u 1v. MHW lowORUANCE OR FOR SECURRY PURPOSES, UP TO TWO HV 3 r(§ MAY BE USED /5 AN INSIDE OR OUTSIDE LOCK. CONNECTION Oi LOCK$ TO CENTERMAIES a3 OR SHALL BE AS IN LOCATION BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 82 1R u5E0 WdWO NY. LO[•xG)• LOCKING R0115. ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS � OR AN ALTT:RNATIVE DEVICE MAY ALSO BE USED AT STACKING POSMON -(NON HURRICANE POSITION). <• •ONE NV LOCK 0 SHALL BE USED AT CORNER C ANY SPAN AND USTALIAiKINS Al UTS10E OR INSIDE LOCK. ATTACHED TO 23 COWERHI BE US W/(2) 1/A 0-211 K 1/2' LONG MT HEAD SS. M. T'x0 LOCKING RODS �$ AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOOK SHALL BE AS INDICATED OH TYPICAL SHUTTER ELEVAMN. MAXIMUM SNUfiE{L SPAN SHALL BE DEIERINED AS PER SCHEDULES SHONN ON SHEET 12. vr I/. r-Avx.]Js �.a. IHUMW RVV TO T(j OR Q3 CENDOWATES SHALL BE ME W/ 1/4•0-20x3/4' ALUM.._.. RNNUT AS SNONN ON SECTION HYE. SUET B. ONE LOCK SHAD. BE USED AT 1/2 OF SHUTTER SPAN OR TYM LOCKS AT 1/3 OF SHUTTER SPAN. B. MOUNTING ONE HV LOOK G or a or 0 SNNJ. BE USED AT 1/2 OF SHUTTER SPAV FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB', AND FOR INSTALIADONS. AT ANY ELEVATION. HV LOCK 6 or 9 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FIAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELLVATION. USE OF LOCKING ROBS QS W/ a OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. 'NOTES ON HD LOCKS &TERMATES• 1. RO t(K.R ISO WA NB QMrFRMA,TS T_+1 R A3 /(A ONE ALTERNATE HD LOOK MAYBE USED IN LEM OF HY LW6 aj OR ($j9 FOR ANf SPAN PN'0 INSTNtATONS AT ANY ELOMYON. ALTERNATE NO LOON 6 MAY BE USED AS AN INSIDE OR OUTDO LOCK• ATTACHMENT OF HD VI TO 0IS W/ 3 (B x 3/S' F.H. S.SuM . AND INCLUDES RENFORCEMEM INSERT AS $MOYM ON SECTIONS HOB- AND HDC-HYL, SHEET 10. LOCK MY RE NSTALLED AT MIDSPAV OR 12' WIMUM BELOW OR ABOVE NIDSPAN. USE OF LOCKING RODS @ R COMPLETELY 0P11 L,1` \�'•�. .......••..,�/J/ v�ENSA`"'••? 02017 RISCO, me. 02017 EASITRN METAL SUPPLY. mC. ERTNA -HV,, Accordion Shutter System = 3 �L� E� p,- A A�S��I:�ti� • •• ro TILU American Shutt r Systems.ParAwrlPx H.V. BLADE #1 W/ OR W/O KV. WNDOW BLADE D,x\ TESTING & ENGINEERING COMPANY 4p5 MM: ]6'A $L, 54. ,py NGT4 VM06, RWG y1C A$BO(.'(Gitanl �nG. 1 GLD 1$-OB5 Prgn.: (]6SJA>I-mw , rA.: rym)en-11)I ®u °o°°'m'^ 4268 LVeslroods Dnve Vlest Palm Beach, FL 33407 6\a1,d1 x , ORAIVING No ANAL EN ,H1 w4HA A Rllf h. P.E. 17-107 P.E. SEALJSIURE/DATE R0t0pA'k I MI67 , SHEET .w (SEE SCNEOIRE ON REOUREpE� SHEET f]) Un CUnC„-E 9lgCK REOu2E0 I/uano..2M3/.' SS. RCONCp�p !. CONCRETE C.YNOIS Q I B '� .y,O�O„ ' CONCRflE .wQ+OR5 (SEE SCHEWIE ON W/ 1/N•E2CFEA5 IEEE SCHEDVIE 0.N 9AEEf 13) art (SEE 9�i SHEET U) NUTS a 12' O.C. 12 oRld ve-20a3/� SS EO CO NAGMRtE sum MING 1/4--20 inns 19 I 0 12' D.G. E a• .250' NET, 13 Q IS I L I _ ;l `i• r. E I I E. I 13 oR I S uvx. oi.Twrul 1 EQp i I I'• . aPUL Let ff/IA.T F' 16R fw 1 OR ' , U.. SEPN4fI0N Tp GLASS1 OSNtjA55_ M•��tr� AN. SEPORAno„ TO GI1ss I i FyiS i :SEE SCxEOU{E ON SMF£f 11) -. —(ME SCHEME ON SNRET 1Q I SNro Gvss l LA OC HV WALL HEADER INSTALLATION �B HV WALL HEADER INSTALLATION + KEYSTONE b m G GLtR Ivx y�ayT,„� ro O.s ryi I CC--��� I OR ng I 1 MW.6HEDULE OO TO G,AUT 1 ExOslum; (� 6CHEMIIC N.i SHUT It) ) ` I EO.taY mAw 1 M. YPN4TWN TO GLASS (SEE SCNEW'S ON SHEET It) a sox 6 mt IiAm O:tr� $ [xeTING I OPBOl1LL I i e[EMyltl - aW10NA I t/(' Max. y, E. a.• I I I Fo- � ... i 13 w 15 19 _-- 12 oR 41 ; _ -_---_ :. I I/•-e_2nn/.-lsys. 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TILLIT TESTING A ENGINEERING COMPANY fto..U..s-a., c%x awve+x RNNv. mar Pnen. a (easl>nr-mTv , Fo, : (aps)no-um s' °`°7°avp1{i" w0.1CR A rlU Jo P.E. "Pick I, t i41s2 ■ ■ ■ ■ /li American StIMfllr Systems Associctlon, Inc. 4268 WestroaCs Drive West POIM Beech, FL 33407 KV. BLADE #1 W1 CR W/o i WWNDC)W HARE C? ••, ��•' '�''• ?Tyr . ` •. 0 N :' , « vsscPwnvN vatt muxx er; Le 1 oLG a-G85 !27l1 Wrz; 07/27/v • faNAL E•�6� 1''� medff" 1 P.E. SEAL/SIGNATURFIDATE 2 v DRAWING No O 1 / —I O7 eum k s MAXIMUM SHUTTER SPAN* "L+'I OR 'L-- (Ft.) FOR 2Iy ar F ar or 8 LOCKING RODS ar ONE HV LOCK 'or 28® 29 W/ Ot W/ NO LOCKING 1O05 30 W/TWO LOO�KNG (SEE NOTES T.?F) .sn oma Aso. Dry WALL MOUNTING BOOR/CpUM2 cfi¢sixe waLL MppttleK WaF) MOUMINC w� tr N � _T aMD aaDR/muxe uwxnxs SCHEDULE i3 AXIMUM SHUTTER SPAN* "L+' R -L-` (r6). INSTALLATIONS W & W/ ONE HV LOCKS OR VJ/ NO LOCKING ODS (VALID FOR MOUNNNOQ SHEET >) COtItRETE Agp; D[6�I INSLµLATKfNS P.t1M RCGW/Cmw MWRYTA'n' D Aet OR (s aR -} FLOIN! 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LS-- lw5 SPAN FOR FLOOR/CEUNG MOUNTING INSTALUTTGNS.: FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE lAWIMUM BETWEEN 'L,+', 'L2+, 'L-' AND 'Lx-' (4) GO TO ANCHOR SCHEDULE WIN 1`111AL MAXMUM ALLOWABLE SPAN AND NEGATIVE ASA. DESIGN PRESSURE RAVING TO DETERMINE WILL, NICNDR SPACING. t `, `P •'� �, IYS.+'4 �'p i e}OT] iM1RGO, INC ' IEeoINC. TILUT TESTING & ENGINEERING COMPANY s P 1e(M)SY' 15M. F. ucmia n-,".UI t M uw . m.: (Ju)Bi1—iSSi "_�6e �l000`i0aiscrm 11M1T.r, P6 F`OPIDA Lk. F 44167 ATarIC0T1 Shutter SYS}OR19 Assoclollm, Inc. 4260 Vtestroads Drive West Polm Beach, FL 33407 @2017 EAE,ERN METAL 50PPLY• INC. 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NO EM eMMEM INTO SNCCO SIMEL BE PERNR1Ea 1/4"w20 SS MMUNE SCREW ISED SHALL EE 1 1/2' WK MOPJPSY SNOUID M= •g WTARPO W IAA2E �` p 3xa1 ri EXIST. AND t• WNIYUu TOR WALLS WTIN NO STUCCO. AJ) IN R IPA1 PRECAST BTONE PRECAST CONCRETE PANELS. PAVERS OR MW VENEER BE FW 0 M 1NE EINSTOFO WALL OR a00q ANCHORS SHML BE LONG ENONON To RFACN THE I,,, SIRIKNi2 BERWO SMp HALL FIN M MUON BE SHALL BE AS wecATID M NOTES AI) & A2) ABOVE FOR WSIMIADONS 0.4 MML S"On M ETFS KTM M MMOIR NETAL SNOS CONSULT Um pIDwEEFL FOR wsrM1ABON am ENS WRN YRµ STNOS SEE STIEET 20. O . AS r• O 0 \E91 •L (9) TO O G CONCRETE BtDCIC (,SDA E-90) 1/4'0 TACCON OR TAPCON WIM MVMCED NNEMTOFM TDUNIXOGY ANCHORS. AS WNUFACNRED BY LT.W. BMDEY 1/4'0 . 3/0- ALL POINTS S000-SET MUM. As ILSiWWTEG BY ALL MT, SGiEW. BOLT & SPEUALtt COWANY. - 1/4"0 BWE Tµ CONCRETE µUU, W/ CAP AS MANUFAGNRED BY RARmA F,,,ENBS M cCT. INC. - 1/CO TAPPER. MGM MMI FALIMRED BY POWERS iASaN[16, WC.. An O15B0BUTFD By ALL P,N,, $CREW. BOLT A SPECNLW EOYPµf OR MY OMEN APPROVED UCENSM OR AUFNON M YTNOOR. RECSTERM WITH ME AMERICAN S NTFER SyBRMs ASSCCa110n, INC. NOTES: B.1) MWMM ENBEDMENT INTO CONCRENE OLOCN M TAFCa4, FLUE Tµ W/ CM MMOR9 µD TAPPER. ANUM S 1 1/4• MO UPCgN WRN ADVANCED MREADFORY tEQINaoOT MIMORS IS I.. B.2) "w NUM EMBEDMENT OF 1/4-0 . 3/4• ALL POINTS SOUD-SR MUM EHAfl BE EN my [YBEODFO w o ONE CONCRETE a . NO EYBEDNEM INTO SNCCO EHRL BE PERNTnED. 1/{• 0-20 S MACHINE SCREW USED SWILL BE 1 1/2" LONG MNIM M SN,MW STUCCO E=I. AND 1' MWMOM FOR WALLS NM No W,,,. 8.3) IN CASE BMT PRECAST WOIf PRECAST CUMERE PANELS. PAVES OR MY VENEER BE lOUND M THE CMSTNG WML M {IOtA. NOTES S) Ar 8 2) IMNG EFOUM TO R BBN ONE ALLY SMLCI OR M s OR %)T TINNNES SFNORILE SI,,T BE AS 0.'OIEMEp ON NOTES al) & B.2) AR(ME FOR LNETAMEN,N$ ON VINYL ,,,, M EIES FRN OR WRNOUT YRµ SNOB COHSTaT TANS ENOWEER MR INSTANAtIwN REIO FLS wRN YETµ SNOS BEE EVER 20. (E) MUM E BE VSI FOLLONND NL OF THE REC041AENOANNS MD sPE RF noNs OF ME Awman.s MMMFAGtMBN. fn1 a ESE DISTANCE WRS WA run, erurnr r FOR Aln NORSV �..^ WIN M rv.A NA MUOR $PM3nS ARE VwD FOR EDGE ,6 MCE4 WMwTED Ba". FOR E D. LCSS Mav THE IMkCtlFp. REU!^.E NI[1bR EPMNc BY UtAX[PLYWG EpKWO SHMR ON SCM6MLE BY THE FOII.W.WO FAMIRS, AMXED S IC= ouk,, O US. FAC100 $MALL. NOT BE L 1NAN NMMI EPACOIII WDUIM FOR EACH MINOR TEE. ACTUAL FACTOR EDGE TAPLON CEG M My PODEr SO110 SET BLUE TAP W/ CAP TAPPER + BICE_ TECHNOLOGY uNl, srAcwo E.D.p, NiM SPµWO - J WIN. SpACINO _ - 1 NW. 9PApN0 - J 1/2• MW. EPIattO - S 3]/{ C PMCONCRETE .LOR.y ff&a CI( E.6.. BnNuIE 0)n7&IICU B IgUgEll CDtiCAEIf h POURED CONCRETE & r03� O)aS1E tlFO4TE Bmt En.r MN Ea.3 1/P MY Ea.2 1/1 CMCRR6 6L0[N ux Ea.3 1 CONCNETE BLOCK ux Ee.r rot Ea•3 In• YY Ea.21p" 3• 21/2• 1.0 - 0.90 IA MINI (MVI 1.0 aT 1.0 - - 0.67 1.0 2• - a - - - 0.51 - 1 3/4- 1 112w .2017 MTMD. INC. P TILLIT TESTING & ENGINEERING COMPANY uss at 3P:,, sL. w, ws. 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PIC. p? } iTT C 0 TILLIT TESTING & ENGINEERING COMPANY FF ; 6l:] xtl. T6N. 94 Sn.. ]0; taLV, GrvpM9, M1gfp, y 9--1 Vlnm : (SRS)BT-15X1 . fa.: (]W)e)t-IS]I pll =-�xa meceoow.ewn ®-OCpb)19 N/it[q A iNR Jr. V.6 Mif RW W Ilu I MIS> w RVANCEDHNOLOGYID—SET • SEE MCHOR SPECIFICATIONS ON SHEET 13 M R UP TO +70. —75ON PRESSURESPANS PERSHEET 11 1O HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroees Orrve West Palm Beach. FL 33407 Accordion Shutter H.V. BLAEE'#1 W/ OR W/O HV. WNE 17-1 MAXIMUM A S D. DESIGN PRESSURE RATNG ( eft AuD CORRE POAOIN L. n I ANCHOR G N M % DOW ICK SPAN NEGATNE A.S.D. DESIGN PRESSt R D CIPOMP- A A ORR S 1I � SCHEDULE FOR A NDING L!Ol!unuG nvc (SEE VI ON SNEn9 I6 & t>). MOUNTING _ B L.J B B T R .AT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE DR NORTH SPRUCE PINE 'FIR 'SOUTH SOU I E Nw. SPRUCE PINE wwwB DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 1/2- MIN. 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WALL u0UN11NC5 B.D. watE uOVNnxcs ICD E<d 108li tGS .. ®T,mLt W&% P&0 S&V S&V S&V (� ID1iRNR(yQ Sl Ogl ItWKBS$taG(� D➢6ot"IFES{I fOL (sj 6➢T4PY R6ZFSMKI]tl 091 ['Ni6'Jf IO6 Lfl ®wfal M1S'Jf li]G!pl b {0 f0 )5 90 OS b 40 60 )9 EDT 30 -0 60 )5 90 Ofi b 40 60 )3 90 OS b 40. fi0 >3 BO 05 b 4D fi0 ]S 90 OS b 40 fi0 >S 90 ®wi`df�4I4t (eA B2\lW(D6RLUtLyI LL9 ®wS{RlSIl IF1C(yl OR U 10 10 9 B 0 66 fifi66 12 10 iD 9 8 B - 6 6 666 12 10 10 9 B B 6 6 6 fi 6 OS b 40 ,- ]5 90 Og b 40 W ]5 90 0w b M 60 )y 9D OS {'-O' 12 1D 10 9 B B fi 6 6 6 fi b t2 10 ID 9 B B fi 6 8 8 6 6 12 10 10 9 B B 6 6 3 4 4 4} g 12 4@ 12 12 12 I2 12 12 12 12 12 12 12 12 12 •_ 12 10 t0 9 6 B fi 6 6 fi 6 3 12 10 10 9 B B 6 6 616 6 5 12 t0 10 6 6 fi fi b 6 6 5 f a{ J 12 12 12 T2 12 12 12 12 t2 12 12 12 12 12 12 1J I2 11 fi'-o' 12 10 IO 9 B 6A 6 b 6 6 4A 12 ID l0 9 9 5 fi 8 e .5 5 ♦3 12 12 10 10 10 10 9 9 ) 8] 6 3.5 5 s 6 e 6 6 6 8 b 8 9 5 a3 6 B y 5 { 4 a ♦ 4 3S 3 - 12 12 12 12 12 12 @ 12 12 12 12 q R @ 12 q 12 tt IT 12 t2 12 @ 12 4 12 T2 12 12 12 12 t2 12 10 0' B.g Y-0' 12 TO 10 9 6S ♦ 6 fi 6 {.5 ♦ 12 10 10 9 5 J 6 6 6 5 4 is B'-D' # t0 10 ).5 ♦.9 3 6 O 6 5 A 3.5 12 10 10 B J.5 - 6 6 5 A 15 } 12 12 12 t0 TO 10 10 ♦ J - < J - - - - - - - - - - fi 6 6 e 6 6 6 g.5 B {.5 ♦ 4 5 .5 ♦ ,5 ♦ .S J S A J J - b 6 6 e 5 5 5 5 a ♦ 39 - 4 - - - - - - - - - - - 12 12 12 12 12 R 12 12 12 12 12 R 12 12 12 12 12 12 12 T39.5 12 12 10. 12 12 f2 12 12 R 12 12 12 12 4 12 12 12 T2 it I @.S 0 B.5 10 9.5 B.5 .5 12 12 12 12 12 12 12 I2 12 IS 10 9 QS 9 a > g ].S 6.3 6 )3 63 !.5 S 9'-0' T2 10 10 5 JA - 8 B SA S 3.5 J 12 1D 9 ♦ - - 6 6 43 { J J 4f0 6 6 ♦.5 - - - 12 t0 6g - - - 6 5.5 JA - - - 6 5 3.5 8 ] - - - 5.5 15 - - - - 12 ) - - - - _ 6 -3 5 {A J.5 _ - _ - _ - - 6 6 5 J - _ _ _ _ - - - 12 R 12 12 T2 12 1. 93 9A 8 B 6 12 12 12 12 II 9.5 6.3 ] >.5 6 6 {A E2 tl IS 0.5) 93 )A 6A 6 5.5 5 S ♦,5 ♦ ♦ 3 - 1♦'-0' ❑ 10 - - - - 6 SA - - - - 16'-0' 12 In HV BLADE OR n HV BLADE W/ til HV WINDOW BLADE WORKING IN UNISON'w IIL IqK. Lf 15C 1pf i NOTES ON ANCHORS REOUIREMENTS� WOOD SVRSTRATES, 1. AVOIaiS TO writ, MpR OR 5al.m wJ60 SIX4n SeuLL CAS F44PN5: J 91 11 S fiW135f OF IRE FN1aMNw' - 1/4b M➢I N µG1On5,M WJIy1/Crypm V LLw, BDLLLDt W/ IpNYYY VI AltVo)ICMED. AT -SbJ Ottt FNE W 2 V/ a -OM (I -ODU(iA5 RB w/ 6-a50 (HIES) F/61 SECIWI ON 91F£TS is b 1), E3,tE91p!1: SSE NaIE z eElaM. -SPRUCE qNE M N" w/ O-0,42 OLMS.) -sGPUEE R•.2 PR sovoi w/ 6.o.]8 2. NIOIRS To IKy3gr 6E1dtO "W OE As FER WIMIPq ttFE U. s,,M 17 AVD SNVL COt65! Df -Vx 1/2' WX RT (1086 MN UG SL8DT5 K RR MJS 201a SiECwIfJ,noNS. l INq,pl✓5 yyjE DE omN1ID FQ1oN6 Afl OF THE REEOWEtallo 5 M,, y[C4YADCIS OF 11¢ AVEIP.AI$ Y XTURm 02D1] i0.1Et0, O1C ei > 3 IL�EC- * { TILUT TESTING & ENGINEERING COMPANY \\ 611] N.w M:A 51„ 5Y. IOS. \WFM4 PN9A4, (1fAd U pfiwu:{SOS}8>I-IS]O. Fa,: (b51BT-f6J1 a. RE_ .167 A.SmS.A. American Shunter Systems Associattoe, Inc. 4258 Westrocds Drivo West Palm Bench, FL 33407 CR W/O HV. AWING No 17-107 r''t o i s TO 00 W H SLA i ONLY S 1. W "D" BE -LIMITED 0 0 s .S DES PRESSURE G SEE SHEET 19 FOR MAX SPAN 1 l-eGTAPCwt OR A�coN w H AwAvcED �S D DEcIGN pREcCURE RATING FOR INSTALLATION INLTFI iiUDE 0 4& Wo MNQ IN UNISON ! „� MRr}btUM TECHNOLOGY 1 1!f' Mm. EiI TO ip;l \ � 1 A.,TWCON NeW AOV"i THRBFDPORM TECHNDIAGY I OW( i WOOD, AREA TO f ( IV/ 1 1/2" K , PENETRATON Or TNRFAOEO AREA TO EXSTNO I EXIST ST ROOD HEADER scHEDu¢ DN slrtEi iB) �- � f ' � J WDDD NEADDG (s¢ sCNEw¢ ±nesxm IS) ( MID m I t � / zma/r sa YacMNE i SCR w/ 1Jr-m NUTS F•— aumaA o tz D.C. ( a EnET 1 � f IRI U EXSDNO I ELADF5 mh QJAi v: H I `..:� 111 .a I Exenwc OD-.vFUNISH I 2511" REWIRED • MSnNo Mli / T.pp t o I MUOEfl PEOUIREO 1 OR ® I 2'xl" WOOD 'I(ryjRJ,I q I / '�. EX6n s; I MN yR�i I HEADER REWIRED Nt )FlIPCON _ GLASS-"] D1 G (SEE l I I YYY111 I kk i{j 4a l :�—iHR•FMFOR4 T�ECHNOLacNr w! tAwANcrD L•." wxeuEE ON SHEET 1 I y� i �, Uh PENEr i ar THRr.DER AREA To 11 FDx fiLWEd)ANR EXISTING F— WN. 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THREA➢FORM TECHNMOCY W/ 1 1/2• Nu, 2• YIN, OF THREI'DE0 ARD TO TECHNOLOGY W/ 1 1/2" IOa PENETRATCR W THREADED F TWEA KNE RATIONOF iRWEDDDER. ._ DOONC BDOD HFMER, ARD TO EOSTWO IYWD NEUTER. (SEE ECHFDAE ON $N[ET 15) S (SEE (SEE SCHEOUIE ON BRIEF 15) �iV, HV WALL • sEe uu w use raR scN wa ON'SNEEr Is) HV Q WALK —OVER INSTALLATION SILL INSTALLATION 2A �P WOHV FLOOR INSiaLL9TI0N FLORIDA BUILDING CODE Non High Velocity Hurricane Zone L` NILE VP •.•••• •• /f �� O201T nl1FC0. CK Rr 201) EASTERN YETAL SUPPLY. INC. ��cEysF.• ,9 IL EC O 2Nc. A.S.�7.li■ BIERTHA HVT. Accordion Shutter System , �o .d� American rEv. I3N.E ,p1 w/ OR w/o N.v. wroav EEADE TILLIT TESTIND & ENGINEERIND COMPANY Shutter Systems i 1N. x GLscnrnox wN oR,ml ."� A+ 4, Btu Nl Eenv 51. EY. aS WcwA cNmDls. Association, Inc. 1 OID IS -CBS ART/1 wID 1n: Lc. W/2)/q d P� : pps7nl•lrp . Fa.: (305WI-1531 ED 4268 Westr000s Drive 2 /ANAL EN.. a¢i1v �m west Polm Beach. FL 33407 s DRAW NG No ,,:11 FNNER A lWTJc17-1D/ r o r crn' ie'Fc 'an lae Jn— nandA I 0 44167 _ END INSTALLATIONS i1) HV BLADE OR 0 WINDOW BLADE INTO 2]]x4] MIN WOOD STUDS msne owss— L w aM RYYtt6 �(yy 60O-a�rrras_e•d- •O•UU•6•d3- Q3�Ca-L3•La•�•f>,• C•Cs-0.6•f3Lt END CONNECTION k7j Y..• utt „vyy_ SLUE N[ODI �OiiA=ttc Gn95 i (Den --•• s.pp.C�•O{•OO•t4 END CONNECTION DETAIL ©- —aENG W4 a* \ .n• oSRA W35 Tnm1 � PY.0 �PC].C� 1'nK4-Y 1�] ry awluuiiMlitt�m 10 I161/Y to w.• a1V�'• �uw<�euq�w Pw. zm t.U' -ENO CONNECTION DETAN f9 . WOE@D PiY /Di II K MFi[Q MQ ]Y-C ♦ SEE E I SE rOR IIM5IT�A➢ONS Or U elAOV SNEET • `(/% -- • 6� ,Q. f> �O"• •• G\a C>0�> Rom' . IL� A■S■S.A■ ATBEICOO Shutter Systems Association, Inc. 4268 Westmatls 4Wve W"t Palm Beach. R 33407 02D17 EA4FPA MU& Z;; . P.C. ERT A HVTM Accordion Shutter System N.v. aeDF gi w/ OR w/o Nv. 4AN]D.Y BADE TRLIT TESTING & ENGINEERING COMPANY Ws5 Ne. �¢m. s; sa as, wsx. uQoaa Bav ml$ w : po v)e>1-1ma . r,.: (»)a]1-1531 � ]�y •„ oA+s ouxxe c. 1 O 15-O 0(➢ IS-085 T/nil C(2 0]/Y>/1> s a BRAVSNC No 17-107 P> ro 91 9 91 6 9 9 9 iE . FOR PEW.mwsj ^ ^A R TOP & BOTFOH W ' �-V• -06 � I MOf V ��/ v/ 1 ELEVATION OI4IwG G1S5 IT P. 163 y P. z mP. S7VVEIAKA 5 NLERHAiEs 1p � w/ cR s NOTE W/o (sE xaTE A AeavE) PLAN J . RPNWIRI To GAS rM 93fDME ON skFr 11 M Bung Q1 ANs av— --rrn aID¢O&q 4 Ox01) t4t(C0. PC IL ECOI.a. TILLR TESTING & ENGINEERING COMPANY eOSe nW. SEw s� G.. w11w:u CRaOK nGBn v Enere ; (3as)BTt-Isw . rm (ws)an-im e- x Ipaapm.� �[H-COCw1B WELTER A 16L1 RL ROROF Uu 1 4. 1116i 1. KM &&D. MMU PItEySy.H p ..110. - IIO pyl. 2 WIL BMrtRT WPµ p6. 3, aLlOWEO HOONxN A O. 0, & H ON 9fEfls 6. T; AB YIOL AS I OIU`EN 5 N. 0. T. 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MS ON THIS SHEET, 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED $ WITH 21 ARRANGED A METRICAL LAYOUT, e USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF ** BLADE SLACK DETAIL HVF IS ALSO VALIDFOR CENTERMATE 21 APFUCATIDN wRH BLADE 1D VIAND ZONE MINMUM ASTM E-1996 SEPARATION TO CtA55 I THRU 3 4 4. N u,ii �-.asSEa cw.ncio 0.c. o MS WALL HEADER/SILL INSTALLATION YE7Al SNaa 6: s y } E1fI5NNG FlN15N AS PtPLP»..Blt ERkieJ �C%i511NG CIA5.5 JLE..,• ® IA!O-=2U7(3" 901T MUST PENETRATE 9 1 • 'tee r_ 1/4'a-20 THREADS 43 1/4 9 ELCO GONo*gUCTION PRWUCTS FAH—LOK HO COMPONENTS SCALE: 3/8-- 1• 4 21 21 2J 21 — '_ i)im AT 1W ER/s�NDS12.24(E Y (Coat.) 6 VY (rral r �� a 1(2' MW{.. sucK **� SIDE CONNECTION TO TRACK HVA BVE BLADE SLACK DETAIL HVF V r1ORIDA BUILDING CODE Non H7gh Vel«Ity Hurricane Zone o2o17 tattoo, I.C. ®zw7 EwsltxN NETAL suPxr, ret. 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