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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online - wsm. Submit surcharge I Stots & Facts I Publications I MC Staff I MS Site Map links Search Product Approval Menu > Product or Application Search > Application Ust Search Criteria SCANNED BY St. Lucie County Code Version 2017 F Application Type Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications Refine Search 389 ALL ALL ALL ALL ALL ALL FL# Type Manufacturer Validated By Status FL389-89 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-38S4 Subcategory: Accordion *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC anti/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee Fl- 32399 Phone: 850-482-1824 Tha State of Fladda is an AA/EEO employer. Coavrlaht 2007-2013 State of Florid.u: privacy 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 to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.225(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for offldal communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which win be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https:/ffloridabuilding.org/pr/pr_app_Ist.aspx 1/1 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM MOWN ON THUS PRODUCT EVALUABON DOCUMENT (P.E.D.) HAS BEEN VEAnEI MR COMPLIANCE IN ACCORDANCE MIN THE 2017 (61A CATION) OF THE FLORIN BUILONG LOGE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCIY, HURRICANE ZONES. DESIGN WHO LOADS SHALi. BE DETERMINED AS PER SECTION 1620 OF THE ABOVE YEM MED CODE FOR A BASIC WIND SPEED REODUED BY THE NAGO MON WH SHUTTER WILL BE INSTALLED WTM A aRECFIO.YWK FACTOR K6-O.M. USING ASCE 7-10 AND SHALL. NOT EMCEED THE MAGNUM (AS.D.) DESIGN PRESSURE AMNGS INDICATED ON SHEETS 11 THIRD 15. 19 & 20. IN ORDER TO VEON THE ABOVE CGNOIIION, ULTIMATE DESIGN WIND LIDS DETENVINED PER ASCE 7-10 SHALL BE FIRST REDUCED M RSA. VESAGN WNO LOWS SY MULTIPLYING MEN BY OB IN OROERTO COMPARE THESE W/ NAK. (A5.0) DESIGN PRESSURE RATINeS INGICATEO ON SHEETS 11 IN" 15. 19 & 2M M ORDER TO UMAY THAT COMPONENTS µ0 µ[HORS ON BUS P.ED., AS TESTED, WERE NOT CNER STRESSED, A M X INCREASE IN ALOWABLE STRESS FOR WHO LOADS WAS NOTE USED W MEW µNYSe. HOWEYFR, A WAD DURATION FACTOR ED-l.EO WAS USED FOR VERIFICATION OF FASTENERS IN WDOD. BERTHA NV, ACCORDION SHUTTER SSTEU'S ADEDUM Y FOR WHO AND URGE MCI IMPACT LOAD HAS BID! VEWFAD IN ACCORDANCE WAIN SECTION 1609.1.2 OF THE AEDr MENTIONED COPE AS PER An REPORTS: -MV SLADE (D 10214.01-0. 1015.01-03. #100` 1-O5, /1214.01-05. 00317.0E-06. #0609.01-10 µDI 10210.01-11 AS AM TAS-201, TAS-202 µ0 TW-203 PROTOCOLS AND ASTY E-I686 AND E-1995 STANDARDS (MISSILE LEVEL 0, RAND ZONES 1, 2 & 3) & 11220BI-10 AS PER PS 201. 203 & 203 PROTOCOLS LANCE NIGGLE -HV YnNDO'W BODE 0 /C505.01-OB AS PER AGM E-t086 AND E-1996 (MSSLE LEVEL D. WILD ZONES 1, 2, 3) BASIC PROTECTION CNLY AND 0 0725D1-SB AS PER TAS 202 PROTOCOL 2: HY BLADE C) AND HM WINDOW DUDE 0 ARE ENGINEERED TO WORN IN UNISON WITH EACH OTHER UNDER ME CENTRAL UNNARONS AND CONDITIONS OF USE INOCATM ON SKEET 19 3. BERTHA H.V. ACCORDION RNS (HV SCREWS), USED AT O WES XMUCKLL AND FOR DIRECT MOUTH CONNEMON TO CRACKS SHALL BE 014F2.75- AND /14,1.75- RESPECINELY, 410-M MIIRYES WANLE55 STEE' SCREWS WIN 135.0 W YIELD SAHNUTH AND IW W TFASRE STRENGTIL PRO SHALL DE CARTED MATH BERTHA HV T WROGURD COMING SYSTEM AS MANUFACTURED DY APUNPRDaDSERI COATING APPMCATGAS REGISTERED WITH ANEAYM CANNER SYSTEMS ASSOCIATION. FINS MUST MAR TIA HV YAApNG ON MDR HEAD. 4. ALL ALUMWUY EXTRUSIONS GALL BE RJMINUM ASSOCAMUM ALDY AND TEMPEA W WDICATED ON SHEETS 2 AND J. WNTUUN YIELD STRENGTH FOR 6063-T6 ALLOY 6 JOB Mai AND 35.7 di FOR 6005-TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR JIG AG SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS FEAR ON 5G018 WAN 50 Kai MN, YIELD STRENGTH AND 90 tri YIN. TENSILE STRENGTH. AND SNARL COMPLY W/ FLORIDA BUILDING CODE SECTION 241113,k 6. BCLTS TO BE ASTN A-307 GALVµTZED STET. OR AGO 3w OR JIG SERIES STANCESS STEEL WITH JS W MINIMUM WELD SRfNGM. ). SEE ME FOLLOWING SHEETS FOR µ[MDR SPEMCARON&- HV OWE (7) : 12.13,14.15 AND 20 NM BLADE Q A (D WORKING IN UNISON: 12, 13 & 15 B. INS BERTHA KV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06779,582. COMPONENTS OF THIS APPROVAL µE CPIWED, IN WHBLE OR N PART BY U.S. PATENT 05'A38,179 ISSUED TO WEAK METAL SUPPLY. Me. 9. A SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE "ME SNUFFER 5 TO eE ATTACHE TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SCAL/CWLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING N CONTINUOUS CONTACT WITH THE BULARG TO PRSENT WND/RAN INFRUSKN. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VIGGLE PUCE WIN WARNING NOTE DURING PERIODS OF HURRICANE WARNNGS LOCKS. HOVE OWNER, FEI.AN1, OR OTHERS. MUST PROPERLY CLOSE ALL NJ AND ND CEME MS AND ENGAGE OR LOCK ALL Try AND HD 11. GHUTIER MAYUFPCNRER'S LABEL SHALL BE LOCATED ON A READILY NSIDIE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE W aN SECTION tMA3 OF ftMAM BUGGING COOL OtR LABESHILL BEL PLACED TOR EVERY CPEMNG. UBELNO M COMPLY WITH SECTOR 1709.93 OF THE FLORIWUIL BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WTH SPEC; NTAAFE IN THIS DRONING PHIS ANY BUILDING µD ZONING REGULATIONS PRGNAM OF ME MAKOCRON WHERE PERMIT IS APPLIED M. 13. (0) THIS P.E.D. PREPARED BY THM ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOIMATION FOR A SITE SFECOC FRO M, i.e. WHERE THE SITE CONDITIONS DENATE FROM THE P.ED. (D) CONNECTOR TO BE ACUMBOLE FOR THE SELECTION, FVROHASE AND RISTALLAADN INCLUDING LIFE SAFETY ETM THUS PRODUCT, EASED ON THIS REA, PROWOE HE/SNE DOES NOT BERME FROM THE CONSCIOUS OETAREO ON THIS COCUUENF, CONSTRUCIpN SAFETY AT GTE a THE CONTRAORORS RESPONgB1UlY. (c) MS P.E,O WILL BE CONSIDERED MAUD IF ALTERED BY ANY MEµS. A SITE SPECIFIC PROTECTS SHALL RE PREPARED BY A FLOIG REGISTERED EMGNEETt OR ARCHITECT TRICKWILL BECOME THE WGREEIt OF RECORD (ERA) FOR THE PRIAM, AND "a HILL BE RENEW. SURE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ALONG AS A DELEGATE ENGNEEt TO THE PJJL MONCER SHALL SUBMIT M DUG LATER ME SHE SPEOM DRAWJNas FOR (e) ORIGINAL PED. SHALL BEAR THE DATE AND ORIGINAL SEAL .AND SIGNATURE OF THE PROMEGACNAL ENGINEER OF RECORD THAT PREPARE, A. TABLE OF CONTENTS GENERAL NOTES SKEET t SYSTEM COMPONENTS 1-20 SKEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYRCM. SHUTTER ASSEMBLY 315-44 SHEET 4 TYPICAL WINDOW DILATE & WINDOW DETAIL ARFA 2• HV BLADE (7 ANn M WINDOW RI AIDE (WHERE APPI CABLE) TYPICAL SHUTTER ELEVATOR & NOTES ON LOCKS SKEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLDCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE./CLOCK SKEET ) CENTUMMATE DETAILS HV SMELT B CENIENMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SAM TABLES SKEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 µ[NOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SKEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, AIDED SHEET 17 END CONNECTION DETAILS 7-12 & X. WDOD SHEET IS AREA 31 HV WINDOW —BLADE (IlA ONLY TYPICAL SHUTTER ELEVATION SKEET 19 AREA 4: HV WINDOW RI AnE 11) ON r wSTALLMRON DUALS. METAL STUD WAuS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To 'YZ7710 11 \ `•.......,•—/% S �Q:'vGENSF :�9 /[J}J' '; �b 1111[6F% T *� • :' AA �. •;••••• fl ..•. K a AAL -. _fS+ ••• \ A PC fPAr•KA,:oNGYIA1aF/nATr 0201) 1M1h<0, NC. E G O , A S S A ■ ■ ■ ■ American Shaffer $ye1BRT3 Association, Ina. 426e Westro0d9 Drive West Palm Beach, FL 3}407 02017 EASTERN META. SUPPLY. INC. BER H V)M Accordion Shutter System ,,.Accordion ®1 W/ tR W/0 HV. WNOW/ 9ME TITER TESTING 8 ENGINEERING COMPANY 4ATT TAW :FF, s1. s.. m WAaF. PP9DR. Raw J]IA Pne.4 I UD tJ6T�1-I530 . FF.: (3m)sn-r531 m_mos7ls WAITER A. flLL? 4, P.F. 110RCA Lk. 1 .115, D., oEsdNmmN oAl[ wunM Im Le r DLD 15-005 127/1 w,E 0>/ - /117 X DRAWING No 17-1 07 _.._— 3 4 ( HV SOLID BLADE COVERED UNDER US PATENT B 5458179 HV WINDOW 13LAD, OF USE OF BLAQ�`ON SHEET 19 QUALIFIED FOR USE w/ HV L9n• J�O9J• .OBJ• o� - 0• \L J •+o• �kHV CEILING HEADER OFIEO FOR USE VI/ HV BLADE t ONLY, SEE SECTIONS FOR VPL10 6063-76 ALLOY AND TEMPER MN % MN r lAN 1 wJ• 16 SIDE ANGLES Q AURED FOR USE W/ W as s.39y 4 �HV UNIVERcAL FLOATER QUALIFIED FOR USE W/ W BLADE01 5005-75 ALLOY AND TEMPER BLADE HV HEADER/SILL OUALIFIEO FOR USE 1V/ WBLADEO1 ONL 6063-T6 ALLO AND TEMPE 'a ALUMINUM ANGLES OUAUFIED FOg$ USE W/ HV BlADE(I ONLY. 6063-T6 ALLOY AND TEMPER OOUAUFIEO W U_5�E W IIV STAGE(1) �6063-T6 ALLOY AM TEMPER - WALE TRACK QUALIFIED FOR U E W/ /N BLADE 6063-T6 ALLOY A D TEMPER CWPoNENf • B I TI tt Q 3" 5" MAL: 1/6" 16 2• S• 1!AK.i o,197" 1 0.197• {� 0.3 ]• VAY. 0.t90" I0.190 2' S" 110. .p9" 0.131• @HV 9WI18(r STARTER OVAunm &R USE W/ M! BLADE 6063-T6 ALLOY AND TEMPER ,--JA.ZOWZ- 670WO' AM.1 1T5'!L 920 L O9 HV TRENCH TRACK QUALIFIED FOR ONLY. HV BLADEn ONLY. -CORNER POST$ UALIFIED FOR USE V!/ TN \ BLADE(j) sos uor AND TEMPER HV RAINGUARD QUALIFIED FOR U E VI/ HV W63-T6 LLODTEA, TEMPER• N,,p 1p• - .!�/mTEca, .I �yCENgF•.,•�y-= :. ��11 !'�/ I T� p'OF �� sS/.MOeRtIDCgP•6�d6L,L�p` P F�"A'il.r `/t�f.N�6WAtJC /OnTC me �Mc ,- A■S.S■A■ ATBrICan $huNer $y91eT9 Assoclatlon, Inc. 4268 Westroads Drive West Polm Beach, FL 33407 L suPPLY, mc. m0G17 FAS;W/O BEA VTN AccordiutterSystem KV. BLADE xt W/ V. V HOMM BLADE PULE TESTING h ENGINEERING DDNPANT eus N... x..:` P.. J6a e.cm. aumorsrMRo. n, PMm : fJm)Bn-1S30 . Fo.: (Jos)an-13JI rvNrzAa?uuilj,P,c ROR➢l Llu 0 N,67 . N Mo CNtt DAtAN er:STATE I OLD 15-0657/I wm a7/v/n R DRAIWNG No -� ��� O� tp HV CENTERMATE FOR USE W/ FW BLADE lO& 6063-T6 ALLOY AND TEMPER Pur � mcm nEVarIDN LOOKER FOR "T" LOCK ENTcauerc QUALIFIED FOR USE W/ 1W DUDE Cl ONLY 6063-T6 ALLOY AND TEMPER n- 1 ➢'6 •I s 0j e' HV MALE "T" LOCK CENTF'MIE OUAUFlED fOR USE LADE NV B%JONLY �J 6063-T6 ALlOY axD TEMPER ram{ OVAUFIED FOR USE YI/ HV BLADE t & A) 3� 6063-TO ALLOY AND TEMPER ® LOCKING R00,L OUALIRED FOR USE W/ RV BU)E,v, 6063-T6 ALLOY AND TEMPER I)INSTALUTION VALE REQUIRE A 7/16 I J L,37!'P HV ="0-16 A -FTAI VuALaIED FOR USE 1V/ EW BLADE(I)ONLY 6063-T6 ALLOY AND TEMPER 3.161 2 2' DUAUFIED FOR USE V%/ NN BLADE l & 4& 6063-T6 ALLOY dMD TEMPER I LI/A•v !371 HV 1 /4" 0-9n AISI :n,i �1i:11�'!f•^11y�1:I9SI:. : iLt• M I/• tHviom c ran R 3 aJ I cl PvAmm 318' k .tY! (��. B.ASS Ctul'Ot R �,7� MRO) (pIM4 Nalr➢) m HV LOCK ® HV R S OCK 2_I." QUALIFIED FOR W/ HV QUALIFl D(B,,[OR USE W/ NV 31 ONLY. BLADED&(a ONLY. 250 o.D. NF/U FY�IB " ASIIC I6' �2 UQOED N1 SrFEw mm f N 1/4"0--20 x 3/4" BEFORE RNTNC S.S. THUMBSCREW 1/4"0-20 RIVN� s0+16z v• ruxxvw (703•-13 auor) tAR6E ruxu mn �427:i 3NTn xuluRt, PARr I Dem, As xv uraclxRTn m Aron O:urtr +arOBl. vutLPvun. Imr .fA![Y o)Os• cR FWrI ® HV "T" LOCK HV ALTERNATIVE OCK QUALIFIED FOR USE OUAUnED FOR USE YI/ HV Y!/NV GLADE01 ONLY. BLADE 01ONLY, 'm 0 0676' Ut. n!' Nav an � � R ! 0 CY4N0� Y ° — OR NEY L3� � BY RECENT HFADW®MORNS SERIES 23M HOOK BOLT LOCK QUAUFIED FOR USE Y!/ HV BUDE(j)& C * d' /� \ / * •O : STATE OF 4]Otl iwi£CO3 wG, L E C O iNC. TILUT TESTING & ENGWEERING COMPANY d!! Nw. 3Ar n• H•=Rl..+I�*� o+aars, now• 3)t Pro-,.: (3l e7sn-b30. rv.: (`OS)m1-tUl -wt: MIY.000N.COm Ts-ro3snv wnL.1Fx 4 vutt u. P.E rtoPav Ve I a•167 A S S A American Shutter $TSIlTS Association, Ine, 4268 Wes4o00s Drive West Palm Beach, FL 33407 G2017 F .CRN uETAL SUPPLY, INC. BENT H TM Accordion Shutter System KV. BLADE ®1 W/ OR W/0 KV. WNDOW BLADE Ly, x Dczcltvnox wn vrMAN ar: k 1 D-o 1s-1 /iT/i art: m/27/17 �•,• /,: SY. •' �` (QRI[1Q_::'a66r d i:�1y+p . ,,,••„ 1. %• y�/�II�71 'D 111 P.E' SFM/SRbATImF'}nA7e 2 a DRAWING No , '7— ' O'' SHUTTER ASSEMBLY SCHEDULE FOR HV M HV QI HV BLADE 1 ® IN BLADE 1A IN LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON NAT WASHER © HV WHEEL CARRIAGE AS[ 302-303 SERIES 0.870-s3/I6- THICK NYLON WHEEL 0.188.0 AISI 302 SERIES S.S. RIVETS 4® IN 1 3/4- ACCORDION PIN W/ #6 HEAD � ® NV 2 3/4' ACCORDION PIN LV/ d8 HEAD @4 POLYCARSONATE IMPACT RESISTANT HV WINDOW F C3 ^ r .J19'9 rvl EXTERIOR ,L o —1 T' o 41 4 j' IGEOr F ; I O N DOR ® ' V(% or @3 ., URCYFNf55 I QOR tUIREMIENTS AT EXTERIOR ALADE KNUCKLE FOR o (I) MV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF IN ACCORDION SYSTEM W/ HV iQ OR HV (9 BLADE. ],�'PICAL SHDTTER ASccMBLY S (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ ec 3N' BLADE WHEN CORRESPONDING TO INSTALLATION 51', SHEET 7. .048-70 (3) HV PIN © OR (g W/ 1/2" O.D. 1/16' THICK S.S. WASHER iYP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL %,B> ° SHEET # FEEL CARRIAGE DETAIL 01 oR ® I I I EXTERIOR NY PIN ® OR 4� AT CXi taR OIAI NNUCXLr.- ) (SCE NOTE - FOR REOUIRENENTS) II MEM8LY LAYOUT c5a17 mum. PK. IL� EE C TILUT TESTING 8 ENGINEERING COMPANY M5 NR U1 Sl .. In V.\CJ fJALpZ ,}pRp y 9nas.: 005)571-1550 . En : O05N171-1v: .-m 1 Osne0w9dsPomm -96)19 nKtR A ilLLI P.E M1OPp4 Lk, If1. 016) C575' R)< A625' S1, r r A6]5 p6Y5' INOVATIVE PLASTIC LEBM TEE NOTE "F' ON SHEET POLYCARBONATE SOURCE7FOR zuoxm e .,. SROC �M', Uix Olq eRIN Y]AU w: Nn K PIN.>!9 l9Y OEL' o-1 C4II C-I aA4 wr I>sion +m olcxa luo lm sx c1v Ins![ 9]m ru e<a nu 1vm[ srtav P7P2 •os¢w rs1u ev ea: 9+4 wa ru. A.SMS.A. American Shutter Sys}ems Association, Inc. 4268 Waslroa0s Drive West Palm Beach, FL 33407 vtlwt SUPPLY, P:C. B RT H TN Accordion Shutter System KV. anEe #1 W/ OR W/o ITV. WIDOW 9AOE . x 9[s[,me. "'IE more, en I lc. a.01//n/n R DRAWING NO ] 17-107 B C , l�YA'!l X S 'V�• ��" "lY wiS' It I�M�tALCJ fR O��• 1 II EQS TSILexI?•®aa 1 kS=Its B, Its ND SON S ON S I. FULL u wnn Xmn, ©rA�dP,©• � 01 BQwiD •'��, If5!•�8 ufj y• gO- 11�54 owe' -0-@-g � TYPICAL C1l HV BLADE SHUTTER ELEVATION N.T.S. � OF CORNER CENTERMATE * NOTE�014 HV LOCKS AND CENT MATES I. MANDATORY CONDITION /1- ONE NV LOCK Cf Of @ SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR T2' ABOVE OR BELOW f2 OF SMUTtER SPAY FOR SPAN$ UP TO 105', AND FOR MSf TONS T ANY EIEYATiON. NV PACK or S MAY BE USED A$ AN INSIDE OR, LOCK, ATTACHED 10W OR CENTERMSHUT W/(2) VATION. 0 r 1/2' LONG FLAT NW S.S. M.S. LOCATION OF LOCK SNAIL BE AS INOICA NUS W/ ELEVATION. 2. K$ • IF OESI OR FOR SECURITY PURPOSES. UP TO TWO NY�Y DOCOR QB MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO J CENTERUAlES DR SHALL BE AS WDI OCA ION RE AS INDICTED ON TYPICAL $NUTTER ELEVATION. to ENHANCE SHUTTER PERFORMANCE. LOCKING RODS AT STACKING POSITION (NON HURRICANE POSITION). ATTACHED TO 23 CORNER BE LOCATION 0 0-20 R 1/2' LONG MT HEAD S.S. US. TWO LOCKING RODS AT TOP § HOTTER SPAT. BE USED. LOGTWN OF LOCK SHALLBE AS INDICTED ON TYPICAL $,UTTER ELEVATION. MAXINOM SHUTTER SPAN SHuI we nerreuivrn .e ern en ...................... �. INSrlleo-N5 AT ANY ELEVATION. ALTERNATE LOCK D9 MAY BE USED AS AN INSIDL$'OR OUTSIDE LOCII. ATTACNMFM OF t/4'P-ZO+J/4' S.S. IHUMSSCREW TO @1 OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20r3/4' A.M. RONK AS SNOAN ON SECTION ME. SMEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTMR SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANTMODDRY ODNORON /T FOR KFVSWIH L• ,, M '••` ONE HV LOCK 18 or a pr SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR DELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO SS'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Q Or 9 Of 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO @1 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 r 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SMALL. BE AS MO;CTED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS J� W/ 1�§ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY, *NOTES ON HV "T" LOCKS AND C NT RMAT c• ONE ALTERNATE NV T LOCK CO MAY BE INSTALLED IN LIEU OF MV LACKS �3 OR 5 fOR UT'I $PAN ANGRY L STAUATION AT ANY ELEVATION, ALINMATE LOCK �QI MAY BE USED AS AN INSIDE OR O SLOE LOCK. ATTACRAEM OF LOCK DID INCLUDES U9N0 RRNmRC,"e mn,.eY{# . , .. ...- _.. _ _ K 1 1/2' LONG S.S. THREADED BUT W/ 7/8-0 re RNNUf. LOCK MAY DE INSTALLED AT WDSPAN ]NG ROD$ tf_3 TOP AND BOTOM IS MANDATORY. I, ROB=.. ND (YMTFRYA11i$ R(f q'/n GE ALTERNATE ND LOCK(D WYBE USED IN UM Or NV LOCKS Dy OR � MR ANY SPAN AND INSfAW1TIONS AT ANY oEVADON. AoMOMAYE HO LOCK AI MAY BE USED AS AN IM1510E OR OUISIXE LOCIL ATTACNMFM Or NO LO_ G: TO � IS W/ 3 /B . 3/1' r.N. S.S.MS., A'D INCLUDES RDNfORCEVDR INSERT AS\ A5 SHWM ON KCTIONS MDB-Ny�'AND NDC-H4C, SHEET 10. LOLK NAY RE INSTAL DG AT MWPAN OR 12- MAKWUM BELOW OR ABA MIOSPAN. USE OF LOCKING RGO$ E5 S CDMPLETELY OPTIONAL Y Y• ........•.. �Y/• L �: aceNSF..."9 ` .2017 mum. pK. lL� `�+ A A■�7■S■Ili■ 02017 EASTERN UEIAL SUPPLY. WC. ERT HVR, Accordion Shutter System ' •' �� :' l 9O'. F n \ TiWT TESTING & ENGINEERING COMPANY Ma--.. v+:xAd NtmrcA MR vlwnr: pp a7en-tsx.m.: tOpS)e)I-uv ° '."^ W0.4R & 'OUT ,,. P.E. MR" "` F A4147 Amer(cen Shunter Systems Y A930CL0}Lon. LOC. 4268 Westroalfs Drive West P.4,I Beech, FL 33407 REV. BADE #1 W/ CR W/O REV. VdNTOW BLADE prSNIIP11pX p tt IWRN W. LC. 1 DID 15-005 1/2T1 O.R: 07/27/17 '- s / • G\�d\ 6ONAL fN ,III" P.E. SFALJSIUWU"RE/DATE 2 3 DRAWING Me 17-107 5 4 SHEET POURED POURED i-CONCRETE ANWONS (SEE SCHECUI.E ON POURED CONCRETE OR CONCRETE SGON WNCPETE RCWIRW WNGREIE- New ED SHEEP 13) REGURED 1/!'e-3C°JH' SS. \ CONCRETE XEDVIE 0.4CNOR$ )7 TB CttSfCVE (=FC vAwhro �Ou v�i T) (6EE SC CONCRETE .ANCHORS MACHINE $CREvS -•— r -(SEE SnMa ON w/ 1/a -xa SHEET 13) NUTS O Ix_O.C. — --- -� 1 wld AN, I/4•v-3O•3/M E USING 4- 20 --� In• , �'�� WING 1/!•-20 1,U1S 19 1 0 m E. 0.• 350• um. 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SEAL/SIGNATURE/DATE SHEET s e 0 20 ALTERNATE INSTALLATION W HV "T" LoCK 0 V MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS / n HV BLADE SEE ENO CONNECTION DETAIL ON SHEETS 1G A 18 OUT [[AEH:J to •6?i�6in f��(fi(.A3v vmuurox rxc r"m¢vai. 0 r tK�[ Ox Sx2i s. 5[a6 9w 4NnNu -iJ YtO� VA[[ M'ILC M+r .V V 1NIL'l1iT.6 A NOR [16Aa1' raisin. v BmcOn. nn Jvnn vrn. as [aa� ____________________________________________.- ©O,HV "T" LOCK (OUTSIDE) vr oUT 0-20 z 1 1/2" S.S.M.S. 7/8"0 A 3/32" WINGNUT. 02017 DLTCCO. i �LTT 0 .- TILUT TESTING k ENGINEERING COMPANY NSf u.a Jxn JL 4a JOS vKYA W➢pp, rlR+q y' vcv- : (Jos)sn-ass . rv.: (sos)an-imt .-.e�: mcaevamn [a-ccx2is rtaxioa sir. 1 sit[] INSTALLATION Cl) HV BLAD X HD CENTERMATES ql . q� , & ------IN--- ` ( wharf B OUT (0°m"w HDC=HVC SYMMETkIEA DI -Hp GE TTERMM SYMMETRICAL HD CENTERMAT � 'a (S_�ERIORI W/ _P LOCK (JNT R(OR) A.S.S.A. American Shutter Systems Association. Inc. 4268 WestmaCS Drive WCSI POIm Beach, FL 33607 Accordion Shutter System H.V. BADE g1 W/ OR W/O KV. VAMON HAM [v. x. uscxianvx oar[ pualr m: [c [ DRAWING No 17-107 -------- POURED CONCRETE OR CONCRETE BLOCK WALL r—POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETE OURED CONCRETE REOUIRED A BLOCK WA REQUIRED ELCCK WALL REWIRED OR CONCRETE BLOCK WALL R[OUIRFD CONCRETE ANCHOR— —EIDSNNG GLASS !, �DSTING GLASS — —CMSiMG GVS$ O 16' O.C. ' L ]' bIN. i 1 r — NN SFPN4T'S1 ro aAs (ssE / — i G' ....I 2' INN. i" DUSTING GLASS ! EO EO ,m. sysraTwN ro (SS ON NTO � I l I SLT{DIAL ON SWEET O II ial f9M9 Rb I/161J" MAX (606J- III FOR F ADEOANO OR SNEEI 19 PoR SOEOAE ON AEET Mk SGAA%MI, TO GLASS (SE (LOUTS AT R SOE �. F W ABET 19 FOR e/6CS mtr ® IN. M. CLOSER PUTS. (LOUTC 1/2' G)tr ® AND i � 1 BL165Otr ® 1/2- 5<1EOU.E UT AG SETT �a 9QT R f00RAN ) I AT DINER SIDE AV , f I BAZES©tr® 1/0• UN. °F©) I I I S.M.SJ elOA/2' S.M.S. I I -- _—__ 4 USE 1 OR 2' MAX. 1 (AS APPUCAflE)r2'r1/R10 O 16' O.C. ----"� D 16" O.C. �J _—_— l ALUMRRN GUP "D'r 1 ------ (606]-T6 ALLOT) AT MONDOW (1) [loll/2' S.M.S. TOQ@ ' _ _ O / v (2)1/4b TAPCONS ANCHORS W 1 OR ®' SEE DETAL x raa SEE DETAIL x F O �R SNC C ovtTEcrl N WALL AT 1" O.C. (LOUTS AT 1 OR ®' [rtNER WE or p) 1Q OR ®' ' w 6 ()�ww� B 10 •®w DOE CONNECDON 0 TRACE TRACE�w©•l��w�-¢y•®" w 6. ] w B 1 .®w SEE DUAL x r0(LJ WE CON NEN 0. END CONNECTION ®Z® ®w® ®w® ®w®® DETAIL 1� END CONNE�CTI®0®D®T® END CONNECTION DETAI 3 Q END CONNECTION DETAI • ONCREIE OR J PEOVTeb ONLr FOR SPAK GREA]EN iKAV T2'-0' IF — /—EIImNG CLASS L � CEQUIREEDD 6LOCK WAu �' GGLSSNC 4 a 16' ]' 01N. / 5 I 1 O® POURED CONCRETE OR \ COHCRERE BLOCK WALL \REOCaED END CONNECTION DETAIL 50 Tf _ — _ _ _ — o I _ OrS.M.S. 6' D.C. i AIKN D r�---__-_l AS Sams pN J ___ _ __<_ _ --___ ___ ©OROOROOR "' .. • 5 LNG 191OeAAAD 4 ---------:--. I _ __ __ �ON®OR�OR� ED - �tr © -___- r ED - J EO E OROOR�OR 3' - ♦SEE LNArAONHS Or IISE TON'VIEW © © ® ® V�CLLI v BtAOE ®On SNEEI 19 ( OR I OR i OR I DR� Y PLAN DETAIL y ® ®�©'�•6 10.®w DETAIL X O�®-©•� p•©w END INSTALLATION HV BLADE OR 0 HV WINDOW BLADE INTO ® ®'® ®•O ®w CONCRETE OR CONCRETE BLOCK D WALL ©O ®�® ®wC�•® FLORIDA BUILDING CODE Non Nigh Velocity NMrrioone Zone' GFrySF•., 02017 ISTE U2017 EASTERN METAL SUPPLY. Wc. ISLKTHA HVT, IL�EC O A■S■S■A■ Accordion Shutter System Nv. BADE p1 W/ IR W/o N.v. VA BAtc TILUT TESTING 6 ENGINEERING COMPANY American Shutter Systems FEE 268 %leattOn. IeC. Flmw ,.(ws)ml-1=Jor,,; (Jcs)eo,-,v42681Yeslraads 0(ve ast Petra Beach, FL 3aao7GRAIYFINC No' I �' 07:If.AIATIIOC/DATC MAXIMUM SHUTTER SPAN" 'L+' OR 'L-' N9UO61UM SHUTTER SPAN* 'L+' (!l.). FOR INSTALLATIONS YI/ ENJE CRMATES. @ & ® ar or OR -L-- (It.) FOR W'/ ONE H.V. LOCK 0 or ®or or INSTALLATIONS W/ jj HD LOCK ® W/ NO LOCKING RODS of ONE HV LOCK or or CENTERMAT@ 2813 29 W/ ONE W1 NO LOCKING RODS tOi' LOCK 30 W/TWO LO TONG (SEE NOTES 1, t1) RODS 35 Top� BOTTOM JTtRFF C& CONLNhEICh 11D INSIAIIARg6 O As'y, FF1iswF CGNCRU a %VGD 1 Asa oaa+ IAASpL RM NAIL MOUNTING RCOR/CCIMItG WALL VOA,M,. K MWNM1NG I M N (c.l.) i100R/[DIME uoaa P.E. ].RF. , XIMUM SHUTTER SPAN* -L+' R 'L-' (it.) INSTALLATIONS lY & W/ ONE HV LOCKS OR W/ NO LOCKING COS (VAUD FOR NDUIBINGQ "T 7) CONCRETE 49.0. 0[Lq, IRST41,nONS PATiw rtaw/muNc Nottnnv 4oR ( ) no ALL uaxhvo P1 I L -(IJ 35 1Y-2" 16'-10" 40 11'-2 IS'-2" A5 13'-4" 1A'-3• SO 55 60 65 9'-S 10'-1- 70 1'-9' 9-4- 75 B'-g• INttA1I An„ DN LCGFNp CONCRETE & MMSORY W000 WALL A. B, C, 0. E, M. N, O, P, 0, MOUMiNC F.N & L ft, S, & V. fL00R/CEILING MOUNTING C. H, I, It- J T. U. V(& % & M O MAXIMUM SNURER SPAN "Li OR -L-- FOR INSVLWiPoNS INTO WOOD SHALL BE LIMITED TO 105 PsF. A.S.O. DESIGN PRESSURE RATING. t NY CORNER CENTERINTE E] MAY BE USED AT ALL MOUNDING INSTALLATIONS, LOCKING SPECIFYCARONS SMALL BE AS INDICATED ON U44NTOW CONDITION P2 NOTE 15. SHEET 5, ttE%CEPT MAi MAXIMUM SHUTTER SPAN'L+" OR 'L-' MD MAXTAM AS.M GEEING PRESSURE RATING FOR INSIALVTMJS INTO CONCRETE OR CONCRETE & S1 BE UI.MED A5 FOX11TRE, I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.O.F. AND W-0' SPAN, SEE MOUNTING ©ON SNEET J, SEPARATION TO GLASS SCHEDULE WINO ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" O HV BLADE FLORIDA B( C2017 T101100. INC. NE o A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .3. 11.. U., 6I-... m,, Maru,3 oFaRs. norm w"T Association, Inc. PT, -: (ms)6J1-1530 . F,.: (30)371-1531 4268 WWestroods Drive e-mw: O-CM6J10 NIMG719 Mn West Palm Beath. FL 33407 TLORrDA lk. / AA167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A CMN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: NA%. ALLOWABLE SPAN FOR A OMEN NECATNE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DE, MNE UAXMUM SPAN FOR WALL MOUNTINGS (IDP/BOTTOM) OR FLOOR/CEILNG! CNEN A POS`NE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L✓ MOM SCHEDULE GNEN A NEOATNE A.SD. DESIGN PRESSURE RATING, DETERMINE MATUMUM SPAN ''L-" FROM SCHEDULE. FINAL UMMUUY ALLOWABLE SPAN IS EOUAL TO IRE rertnMUM DEIERJAINED SPAY BEPMEN ii AND -L- (a) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CDM&NATIONS IN BE1riEEN WALL MOUNTINGS W/ FLOOR/COuhG MOUNTINGS: FOR A GNEN POSITIVE AS,D. DESIGN PRESSURE RATNG: OFERMNE: L1+- MAX. SPAN FOR WALL MOUNTING INSIALIATIONS, U+= MAX. SPAN FOR FLODR/CETUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE &So. DESIGN PRESSURE RATING: DETERMINE: LI-e MA%, SPAN MR VALL MOMnNC INSTALLATIONS. U-- IA SPAN FOR FLOOR/CEIUNG MOUNTING INsrAUAnoNs. FINAL MAXIMUM ALLOWABLE SPAT! 5 EQUAL TO THE MNCNM BETYeEN 1,+; Rai , 'L,- AND U ' (4) GO TO MCHOR SCHEDULE raIN FINAL MAXIMULI PLLOWABLE SPM AND NEGATIVE &S.D. DESIGN PRESSURE RATING TO DETERMNE MAXIMUM ANCHOR Accordion Shut KV. MADE p1 W/ OR W/O KV. WWMG,N. 17-107 @WALL SILL MOUNTING I (0)CEIUNG MOUNTING 1. ANCHORS TO SIIBSOUTE SKMT. OE IS FOLLOWS: (A) TO E]41NG FIGURED CONCRM (M . V. - J h.) MOUNING - 1/4'0 TAPCON OR TAPCON WON AOV•WCEO 1NRGOFORN IECHNOIDLY ANCHORS. AS MAN,ACN GGG e( LT.W. G,GG,M (Mn. ANCNDRS S?AONC IF(su5 - 1/4ro . J/A• AL PONDS SOUL -SET ANCNO(d, AS o41RIBO(ED BY A,LL MIN, sM,, BOLT & SPEMT( COVPAVA (Vi TAMON OR - 1/Ab SWE TAP CONCRETE ANCHORS W/ C.P M IOIHVFA N!V) BY FLOR•OA FASTENERS DIRECT. MC (Yin. rp - 2 HZH) - 1/A'p TAPPER. ANCHORS AG WHUFACNREO BY MwEIS FASENERS, INC., MD USRBBURD BY AU.POINTS SCREW, BOLT TAPCON RIM AOVANCEO CWPAIYaRAM OTNEt ADPNOYE) LICENSED OR AVTH0RITED VENDOR REG4,ERED WON THE AACRIMI SHUTER SYSTEUS MRFitOFORM IECMA]LOGYALL (w,. Fe . J Hsp PENIS W/ SET BLUC TAP W/ CM NDIESe TAW ER. AI) uINMUN EMBEDUER MO POURED CONCRETE OF TAPCON OR TAPCON VnIN AT•ANCED 11HREApFbR11 iECxxOLOG'Y ANCHOR; AND IAPPFA. - ANCHORS 4 1 ]/A'. AND FOR BLUE TAP W/ CAP ANaaRS 5 1 1/2'. A}) MMaUN ENGM4EO OF 1/4'0 . J/A• A Maes sWo-SET ANCHORS � BE 2/B MO THE P LM CONCRETE NO EYBEOVENT INTO MOCO SNALt BE PERUBRD. 1/4.0-M S.S. W[NME $CREW ,,E, bNLL BE 1 1/2" LONG MMYUY sNOULO SNCCO cast, AND 1' MNIUUU FOR WALL$ WNH NO MG, AJ) IN ME THAT PRECAST STONE. PREMT CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EMTNC WAIL OR FLOOR, ANCHORS SHALL BE LONG EM1VUGH M REACH ME WIN STN't) MRE BEHIND SAD WALL nMSHFS ANCHORAGE SHALL BE AS I=,,E0 ON NOTES A1) tr A2) ABOVE FOR ONSLAWITIONS 04 MM SONG OR SM MIN OR WIINGR NET& GAGS CONSULT TITS McCEE, FOR INSTALATON INTO DM WTIH MCI, STUDS SEE SHEET 20, (a) TO FASTING CONCRETE BLOCK: (ASM C-90) - 1/W P T PCON OR TAPCON WTN AGVAYC.T NNEMFORu IECHNOIDDY ARMORS, AS NH hkCNRE0 BY LT.W. BMLOEX - 1/-'0 . J/A' ALL KXNQ5 SCUD -SET ANCHORS. AS 06TR®111E0 BY ALL RIMSCREW. GMT A sPECLV.TY COWMT. - 1/4.0 BIDE TAP CONCRETE ANCHORS W/ W As WNUFACTUNED BY FLOReA FASTENERS MM. NC - 1/4•0 TeFER. ANCHORS 4M.N'IIFACIURED BY POWERS FAs1E M. INC., AND DS,RIGOEp BY ALL PCe,s• sM,,. BOLT & SPEG,IY COMPATT OR ANT OTHER MPNGYTO UCENSED OR ALITHORGEO WIDER REGISTERED WITH THE WETOCAA SHUTTER SYSPEMS ASSOCNDM. INC. NOTES. B.1) WNIMW WSEWENT IWO CONCRETE BLOCK OF TVCaN, BLUE TM W/ CA➢ ANCHORS AND TAPPER. ANCHORS IS 1 1/,' AND L,,,N WON M Mcm THRUAFORM TECHNOLOGY ANCHORS 5 1'. B.2) "'Has"' WBEOUEM M 1/4b - J/A' ALL Fams seta-M ANCHORS SHALL BE ENTIRELY ENBEDDEO INTO THE CON"M M M. N0 ENBEDUENT We SNCCO s BE PERVRIEO. 1/4• 0-20 s M.ICHN'E SCREW USED SHALL M 11/r LONG uNNW SHOULD STUCCO East. AND 1• UMMVu FOR WALLS MIH W STKC0. B.$) IN CASE TNT PRECAST SMIE, PRECAST CONCRETE PANELS. PAVERS OR ANY WEH ER BE FOUIa ON ME EXISTING WALL OR Rea, ARCHING BN1AL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD WALL PUNISHES ANCHOMGE SH,L BE AS INDICATED ON NOTES ILI) & 8.2) ABOVE. MR INSTAEATIONS ON VNTL SIDING OR EFS MI OR WIIHIWT MET, STUDS CONSULT THIS ENGNEER FOR MBTA MN we EIFS WIM MCI, STUDS SEE SHEET 20. (C) NNCHORs 4WL. BE MSTALED lOLLO'mNG ALL Or THE ISCONMERMaNB AND SP Cxrxms OF ME ANCNORY WdaM NEL m, crr awm .54 LatN!C�W tl UX FGT W,ISC .11j LV LM1 IP i®mmmooavommmo _maoOmmpvpom�a-go�a YP.JGLY WIW YFLIDl�G:1OO A . 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