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HomeMy WebLinkAboutProduct approvals, shutters SCIS Home Log in User Registration - Not Topics submit Surcharge state ak Facts publications Contact Us UCtS Site Map Links Search d'b r useR PubiAPProvai User I U—M ProdeC;AodrovBl Mean>ProdgCr or Aodlketl An-Ilrrh>Aaol"flon i.iz[>Application Detail FL FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived f:r Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bili Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L-: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.,Tilllt,3r,'RE. the Evaluation Report Florida Lkense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. °,ll Validation Checklist-Hardcopy Received Certificate of Independence FI-389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INOEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF I FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By I I Product Approval Method Method 1 Option D Date Suhmlttedl 09/18/2017 Date Validated 10/18/2017 Data Pending FIC Approval 10/19/2.01.7 Date Apprryved 12/17./2017 Summary of Products FL N Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drrrg 17.108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No fI 3A9 R9 it AMERICAN SHUTTER ER SYSTEMS DRA!NING 17• Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes verified By:American Test Lab of South Florida tris. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL382 R9 AE AMERi AN SHUTTER SYSTEMS RRA111NG I17- HV3 blade yr/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPf7RT PDF HV3 blade vi/o window blade and W-11"for 62 psf,9'-11"for Created by independent Third Party.Yes 55 psf HV3 blade vr/vrindow blade working in unison.M+ax.span for HV3 blade yr/o mriclo:Y blade for installations Into Metal Stud wails is 79"for max.ASD pressure rating of r72,-72 and 84"for+64,-64 psf.See sheet 5 for other spars and ASD pressures. i 389.2 j ftmh,a:tV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top I Only-(Non-HVHZ)-Onvg 17.107 and bottom)fo:storm protection Limits of Use In.Stallation Instructions Approved for use in HVHZ:No E089 R9 If AM ;U AN SHUTTER SYSP-T ASSOC Approved for use outside HVHZ:Yes INC DRAwit1�17.107 BERTHA HV ACt(IRDiON SHUTTER Impact Resistant:yes SYSUM-POO Design Pressure:hfA Verified By:Amencan Test Lab of Scuta Florida Inc- Other:Large missile level*0%Max.Spars is W-0'for 30 Created by Independent Third Parry:Yes p.s,f negative ASI?lead depending on ceme=aws End locking Evaluation Reports rod configuration for the IJV1 blade,8'4"h:r-54,-72 p.s-f. 17389 Ra AE AMERICAN SHUR-Eft SYSMH ASSOC., A.S.D.toad for HV blade For Ireystor:e mouriin- s 7-0"p•s.f. IfjC. QRA!WING 17-107 PRODUCT OF EVALUA11011 for metals stud mountings and E`G"for 110 p.-;.f.for HViA RFPORT.PDF working in unison.Sae sheets 7,1I and ZO respectively of Created by Independent Third Party:Yes installation drayi;,;gs for outer spars and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Uon-HVHZ:)-Drvig 17.106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No E389 R9 1I At-tERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use outside HVHZ:Yes VHAVJING 17.106 SERTIiA HV ACCORD10 SHUTTER Impact Resistant,Yes T P Design Pressure:N/A Verified BY:American Test Lab of South Florida Inc. Other:Large missile.Max.16'-0"span at 30 p.s,f ASD load Created by independent Third Party:Yes for Blade 1 and 18'-0'for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively F1389 R9 AE AMERICAN SHUTTER SYr2TEMS ASSOC..INC. DRAM INC 17-105 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes j .ani. E xtitt CM:.''to:IStrr gra Rnn r�®�FG+�g fL7?]no•y+v+..•R�1.4R7;R24 The State of french is an AAAE-oomploYer,rnr'?"!t 7114?7nt7 cats nr rinMa.:;py 5`atemMr::,Srtfss.�,'v CtaYmrnt::[ It,rn stat±n.cnt urdar Florida law,cffw,l addresses arc putat retards.i?Yod do not Kari your c•mad adide45 iCtuwd in tespotse to a Dubk-retnn:5 m4west,do not sc.+d IsratmC rtaei to flus entity.Insttad,contact Utc at:xt ty pticre Or try ENVAsOral ntarL It YOU race any ttucstror's,pease mnLKt d50 x97.1595.'y'untdni to 5KCo1 455.7(S(1)• FtcrMa StAUJI0,917t010 WOW 1,242:7,UPMees IscczaM umtar Chapter 455,F.S.Mint provide the Repartrnrnt-than fmmr addrtas.d thty ha+c one.'nf etnaas ptoviddd Nay to usedfor prir:ai Cdn!fiutS:W eft"7 wm ir4"*me.itowc,•tr arrad ad4rents aro 004C r1more.If you do rot waft to supply a parleezi addfm'Prase . psdv(Ce int Ot6artmcnt w•4h an ero,W add+esa aP.�C)t saes x mala a•radade[e ttse pular:..Ta dettrm,rf it vcu are a tRersae under qui cr 455.F.S.,D�asf tl;ck Psre. Gra4�vst AtltFltava�S AAt'cppta: i, i I I I I GENERAL NOTES 1.SEFEIVA HN,ACCORD :4 Swum System gicau ON THIS PF=tr-- n E 1ED FOR COMPUA0%CE 1,11 ACCORDANCE All- 20t7(6th EDT X)Or THE FLC740A Wzwm LIM FJT P� MGR'V7U1 H mIE Do �M EB BVIUCIG CODE TKYOCCORI)ION$HUM SYSTEM SPALL 1,*r EIS IN'STALLEO AT HIff'Lacclry� DESIGN WINO LOADS SHALL BE DE?MJM-.M AS PER Sr=-4 TM OF ID-Z ASWE UE14TICNED CODE.FOR A BASO WND SPUD REQUIRED BY THE JtreW(CTXNI WHERE SHUTTER WILL TABLE OF CONTENTS Be uSTALLED WITH A DrRECTIOU0,10e FACTOR K6-0-65.ejSar,ASCE 7-10 "SWLL NOT EXCEED THE MAXIMUM(A.&U.)DM.W FRESSURE WINGS MMICAIED ON SHEETS 11 THry is. 19&201 .Tj ORDER To VERIFY THE ABOVE CONDI*N.LuvCE DESICU wirtO LctOs OETEP"ED PER ASCE 7-10 SHA1 BE FIRST REDUCED TO A-S.D.DESIGN%VfD LOADS AREA 1: W BLADES 0)& BY VULIPPLYING TIIEM gy 0,6 IN ORDER I'D COMPARE IIEESIE Wif Vt.X_(A4C)DESIGN PRESSURE RATINGS INDICATED ON SHM- Ts 11 THM 15, 19&-20- GENERAL NOTES SHEET I JU ORDER 70 VERIFY THAT COUP0*01IS A14 ANCFICRS ON IRS PZD-AS IC5EED,MERE Nor M-ER STRESSED,A 33 X INCREASE IN ALLOINABLE STRESS FOR WHO LOADS WAS hOUSED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOIMTVER,A WIND OUPAIXTU FACTCR CO-1.60 VIAS USED FOR VMF=M*;Or FASTENERS IN WCCa. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SI(UMR SYSTWS ADEQUACY FOR W!4*0 AND LAPZ-r MISSILE IMPACT LOAD HAS BEEN VERIFIED N ACCORDANCE WITH SECTION I CO9.12 OF Tk---,ASO'rL MWIIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL VANOGIV BLADE&WINDOW DETAIL -W BLADE ED #0214.01-03.#0715c1-03.J1004-D1-05.fi[214.01-05,J051742-06.10009.011-t(l AND,J0210.01-11 AS PER TAS-201,TAS-202 AND TAB-=PROTOCOLS AND ASTIA E-1866 AREA 2: HV BLADE(1)AND HV. MNDOW-SLADE AND C-I996 STANDARDS(06SILE LEVEL D,WX0 ZONES 1,2&3)&J1220-01-10 AS PER US ZD%ZOS&203 FROTIOCOLS LARGE"SSUZ (WHERE APEUCARLC -W%0,100V BLADE(9 10505-01-W AS PER ASTM E-1836 AND E-1996[V)SSILE LEVEL 0,W-10 ZONES 1.Z 3)BASIC PROTECTION ONLY AND IF 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCREWEILOCK SHEET 6 2-W BLADE 0 AND W VAUMN BLADE(a ARE EUGINEEpG ra WORK 04,UW SOIZ WITH EACH G*ZR UNDER THE GENERAL L4.11TATI4NS AND CCNDrTfO!,iS OF USE NOCATED CIS SHEET Tg INSTAUATION DETAILS G-M,CONCRETE/BLOCK SKEET 7 3.BERTHA H.V.ACCORIDI.ON PINS(W SCW93),USED AT SIACES KtaICKUEE AW FOR MCI MoUftr CotezECRG'i-,a TRACKS 9LALL SE ft4,2.75'AND 114.1.7V'RESPECI&ELY.410-HT MIWIUMI SERIES CWrERMATE DETAILS MV SHEET a STAINLESS STEEL SCRM'r.WITH 135.0 W YaD STREI--TH AND 180 k.;IV411E STRENGTH.PNS SWLL BE COATED WITH BERTHA Nv DAcRDSicaD COATING SYSTEM AS VAKUFACTURSD BY APPROVED CeNIERMATE ALTMXA11NQ DETAJIS HV SHEET 9 OWING APPLICATORS.REGISTERED WITH AU:RrCAg4 shUrTER SySTDr.ASSOCIATION!.p[ris MUST SUR ree R/IAkR14NG ON THEIR HEAD. END COUNCCTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUY44ULA EXTRUSIC14S SHALL BE ALLftULU ASSOCIATIO19 AUOf AND TEUPER AS MICATED MA SHEETS 2 AICD 3,94NIVII&O YIELD STRENGTH Felt n63-16 ALLOY IS 30.0 W AND 35,7 fns FOR WJUUM SPAN TABLES SH11 BOGS-15 ALLOY. ANC M SCHEDULE- COUCRETE&BLOCK SHEET 12 zL ALL SCREWS TO M -STAINLESS STEEL 3D4 OR 3te AM SEIZES OR CCRROSGN RESISTANT COATED CARBON STEEL AS PLIZ DIM SOOIU MATH 50 W LUN.VELD-STRENGTH ANO 90 Hsi 1101.TENSILE STREENOUH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANOV SHAM COMPLYBE VI/FLORIDA BUTEDTr,COCE SECECA1 2411.3.3,4� ANCHOR SCHEDULE- CONCRETE&13LOCK SHEET 14 6.BOLTS TO BE ASN A-307 GALVANIZED STEEL OR DIST 304 OR 316 SERIES STAINLESS STEEL WITH 35 ka UvIKUM YIELD STRENGTH. ANCHOR SCHEDULE- VIOOD SHEET Is 7.SEE THE FOtLOVANG GREETS FOR AIXHOR 4-PECIFICATIOUS,KV ELATE(D- 14t3.1141,15 AID 20 INSTALLATION DETAILS V-R.VIOOD SHEET 15 R.,BLAZE(D&E) WMINC III UUWk 12. 13&15 CiSTALLATION DETAILS S-X,VMD SHEET 17 8,THIS BERTHA H.V-ACCORDION SHUTTER SMOA BSARS A US.PATENT 116779.SM COMFIGNEUTS OF Ti TS APRMVAL ARE CCF4RED.IN WHOLE OR IN PART BY U.S.PATENT jS`458.t79 ISSUED TO EASTERN END COUNECTiON DETAILS 7-12&X.V4000 SHEET is METAL SUPPLY.NO. AREA 3, HV WINDOW @LADETSA ONLY 9,IT SHALL BE 111C RESMUSSILnY Of THE 00111-4CIOR M VERIFY tf+r SOUNDNESS OF THE STRUCTURE WuEFZE SHUTTER IS 10 Be ATTACHED TO CGURE PZ.M--EP ANC-40FAM CONTRACTOR TO SEAL/CAULK ALL SkvTIER COMPONENT EDGES WHICH REVAM TUPU FASTENNG[r,;WamiCUS M-fri-Cr WITH THE BUILVAr,TO PREVENT W7.'D/RKN NTRUSi0k TYPICAL SHUTTER ELEVATION SKEET 19 10,EACH UNIT MUST BEAR PERMANENT LASM IN A VOELE PEACE WITH WAP-*Q'I-:;NM*DURING PEFtODS OF wRittANIE VIAR144,10S HOME OWNER.TR ANT.OR OMERS,MUST PPOPEREY CLOSE ALL W AND RD cattlERImTES AND ENGAGE OR LOCK ALL Fill AHD HO C001-1 AREA 4: HV WINDOW SLADE(1),ON ti.SHUTTER MANUFACTURER'SL-BEL SHALL 89 LOCATED 0:1 A REACQ:C 515IBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF rLORI,A 151JUING CODE CUE LABEL SWILL PC INSTALLATION DETAILS. METAL STUD MALLS SHEET 20 FLACCID FOR EVERY OPE14440.LABELINO TO COMPLY INITH SE=CN 1709,132 OF THE FLORIDA BLMSING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS U-4TALLAT[ON SWLL COMPLYVATH SPECS NEITCAITE)W THIS DRAWING PLUS ANY BUILONMG&No ZONING RECULAMOnS FZ-El)BY THE JUR15=014 KNERE PERIAT 15 APPLIED To. 13.(a)THS P.E.O.PREPARED BY POS MISMSEIR 19 GEtiEWC AIM DOES NOT PROVIDE UIFOREIATT04 FOR A WE SPECIFIC PROJECT.I-WHERE THE SITE CCtCMCNS CEVATE FROM THE P.E.O. (b)CONTRACTOR To BE nEsponsom FOR we serj=rj.PURCHASE AND INSTALEAnoti INCLUI%NG LIFE W-CFY or THIS PRODUCT. BASED ON THIS P.Ec-PR=DD RE/SHE DOES Plot OnIATC FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILEEI ON THIS DCCUUENT.C0%-.rRUCEaN SAFETY AT SO1,IS WE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.Fo.WILL BE CONSIDERED INVALID F ALTERED 13Y Ally i'EANS. (dT SITE Specirr-PROJECTS SH44L BE PREPARED BY A FLORIDA RW5IT]kEO C14MEER OR ARLOTECT 17KCH hU BECOME THE ENGINEER OF RECORD(Ea-L)FOR THE PRCUECT AND WHO WILL BE &.C%SISLE FCR THE PROPER USE OF IN.-PLED.EUGt%M OF RECORD,ACTING AS A CELEGATED ENCe4EER TO THE P.E.D.ENG4iEER SK41L SUBMIT 70 111$LATER THE SrE SPECIFIC DRAmucs FOR REVEV.1. (a)ORIGINAL PIED-SHALL BEAR THE DATE AtZ CRICrZAL SEAL.AND S0iAlLRE OF THE PROrES=;AL ENGINEER OF RECORD THAT PREPARED IT. FLORDA BUILD CODE(Non High Velocity Hurricane Zone,' ERTHA "02017 EASTERN METAL SUPPLY,INC. its N� .......... P2017 TU.TFCO.INC. I -��ZE 13 'Y'r, Accordion Shutter System =1L ECOtuc.;\ A.S.S.A. RV. MADE#1 W1 OR W10 N.V.V4NDOW MADE American Shutter Systems Rev.", OMMAWTOIJ DATE 0w.Tj 17�1 L.C. & ENGINEERING COMPANY W6 TILLIT TESTING �DZAM- 07/27/17 IT Association, Inc. I OLD 15-085 "M Im.zc�S�sx� 30.%V=M CSR.124.fL=^331" Ph- (305)87t-15330.F- 'f4 4268 lVestroods Dr' 2 Drive -'- YlENG No F 1-015F.- Wast Palm Beach, FL 33407 3 17-107 WALTER A. nLJUT�!,.PX- 4 P.E. FLORVA Uc.1 44167 5 SHEF, -�M�Sf&etk/DATE 6 OF 20 4AW '929, 229 ;J4 10 US CA= ICU-=Ou"O. 'a, 2A .062" 23 IjM�DN \-CIASS CnV. A, (C KS�S tHROME (OQDaren)21 A 14) -11ERMATE nK I-- 1 '-i'-� @ HV LOCK Yl/ W �-2) FiV FLOATINQ CLN HV EGRESS-LOCK HY CEI QUALIFIED R USE BLADE(D&ig ONLY 4tIA-- FE(rl & EL 6063-76 ALLOY AND TEMPER OU -0 FOR USE W/ KV ONLY 7 QUA OV,�&?(BOR US W/ W LZEED6DR 4E ONLY. E & AD a ONLY. 6063-T6 ALLOT AND TEMPER ' 3 14V CORNER aNTERMATE N)UPIED FOR USE%'/HV BLADEOULY 2W 0,0. ZZ74" 6063-T6 ALLOY MM TEMPER PLASTIC HEAD � LIOLD-M TO c45* 42- --Lw 4 — SCREW 2-07V* 1.7-"* AFTER r4VETIUS 1/4-9--20 3/4- UMBSCREW I/A"0-20 RIVNUT *-VICS 9444 A"WU(za 3 ALLOY)VWX FIr I,'.% SPM MA$M.PART f 0320.AS Sy MIDEL 4 f"" CREWE TOMRM,FAFMWPWT.4T9 XZZY WW4 OR ECIUAL I"RCUT OLEAW4 'Ce fiv MALE "T" LOCK CENTERMATE @ HV -ALTERNATIVE LOC 207 LOCKER F RMATE -K DR -T- LOCK CEHTERMATE QUALIFIED FOR USE hV BLADE Q)ONLY C9, HV-FEMALE "T--LOCK CENT 6063-TrI ALJLD`;,`A.D TEMPER QUALIFIED FOR USE: OUALIF2,F%USE III/ KV OUA1JF1EO FOR USE'V/HV BLADEI�I)Q?ILY QUALWIED FOR USE W/ hV BLAVE(I)ONLY PI/HV BLADE CV ONLY. E ONLY. 6063-T6 ALLOY AND TEUPER 6063-T6 ALLOY AND TEUPEIr i.sir 053 TRMISTURN c =VI 'u L r KLY CYLAMM OR 214' - 0.675'M- HD CENTERMAT LOKIR E W1 NO LOCKING ROD D CENWRMATE W/ CNG OD 11) L L F-1 QUALIFIED FOR USE W1 W BLADE Q)& CA)� QUALIFIED FOR USE W/ K/ BLADEQ)& 6063-T6 ALLOY AND TEMPER JJD CENTERMATE'S INS_RT 6063-T6 ALLOY AND TEMPER VARIES. 12*WL QUALIFIED FOR USE VI/HV SLACET&UX 1/4--20 V&CR 31, 6063-T6 ALLOY AND TEMPER V ----rniv OTU" (SEE WAIZ) 0 CM%0:R CR yzf M.-OUR 1.76 Me.. I�4) HD LOC LOCKING ROD -K OUAUFIED FOR USE W1 KV 13LACe-31 HV 1/4-" 0-20 AISI 304 5Y RECENT WRDVARE MORTISE LOCKS SERIES 2333 HOOK EVLT LOCK. 6066-T6 ALLOY MID TEMPER �E& HV 3,8"45-16 AM& !E'RIE$ S.S. THUMBSCREWS QUAUFIFD FOR USE: W/ W M-40E 01 & OA ZN SiSTAUATTC,1 VAU REQUIRE A 7/16-HOLE THUMBSCREWS QUALIFIED FOR USE V/ HV BLADE 1951.-ED AT TRACKS FOR PROPER ELISEDIAENT OU FtED FOR W BLADE 01 FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, e2017 TILTECO.wc� 02017 EASTERN VETAL SUPPLY.111C. ....... % BERTHA HV E Accordion Shutter System 7 H.V. RXE#1 W1 OR;V/0 H.V.WNDOW MACE 1 37 C�91-N1- &S.S.A. American Shutter Systems qEV.N� DESCRIPTIOU DATE MZAMJ BY' LC. r Pd"' �w TESTING & ENGINEERING COMPANY TILUT Association, Inc. I OLD 15-085 D7/27/17 DArn 07/27/17 16 zm CknExl-fw�t-331a STATE OF 4268 Viestroods Drive 2 DRAWING No A West Palm Beach, FL 33407 —3 g-, :2 EB-4 4 C67t5 —107 ...... 17 49 TWT Jt P.E. 4 rLOMA Lk-f 44167 5 SHEET P.E. 1�00A%NRKATE 6 3 OF 20 TER ASSEMBLY -SCHEDULE FOR 3/8* HV 10 HV 0 12 W-4. - 41 TO b"A�-.1CP EEIOE IS75, H11 BLASE I 40 i 0 HV BLADE 1A "J': 1875- Y HY LONG JR-ECESSZED NYLON BUSHING0 . * I —T 3 HV SHORT RECESSED NYLON HUSHING I 0 1- I 1 0�a RATKV NYLCU HAT WASHER (DOR Q �!v5E I S" 1 3 so* @ U HV WHEEL CAPRIACE AISI 302-303 SERIES L i: i i n x 0.870-x3/16-THICK NYLON WHEEL. ; 2 7/6-UC CLEAR-It SSPARam 0.188'95 AISI 392 SERIES S.S. RIVETS LI 365`° ec-wXEN 3.7600" SIACE a,-M-Ics @ H11 1 3/4 RDICN PiN 1// J8 HEAD EXTERIOR an ce"T"I's AN-J-1-41 7p -a, 98 HEAD - �1 *:2-1/4 .75:10, W 2 3/4-fCCWDf0N PIN W1 4A. -t WP2� P(7-yCAp3CtWF fVPACT, RESISTANT HV WINDOW TYPICAL HV WINDOW BLADE, AND F— EE 011 TF. - ls[ji POLYCARBONATE W WINDOW DETAIL (DOR 0 or @ �SCF.1,10U IFOR ©OR ROL SONATE ItAPACT RESISTANT HV WINDOW SAYER IA&I(RCLON 3103 POLYCARBONATE 12' RESINS. UV-STA131UZED GRADE OR TABIC TO ELSCE Sorrom INNOVATIVE PLASTIC LEXAN 103 RESIN (D OR (SEE NOTE -F- ON SHEET 19). (a) V Pft[ BEQUIREMENTS AT E IOR BLADE KNUCKLE FOR 5 R (1) Hv pjj E) SHALL A'-WAYS BE USED AT ALL EXTERIOR POLYCARSONATE SOURCES FOR(a BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ W(DOR EXTERIOR TYPICAL SHUTTER ASSEMBLY HV (9 BLADE. RV PIN Oga(RIAT (2) W1 PIN (g,-AAY BE USED IN UEU OF (9 AND ONLY AT OR EXTERIOR BOTTOM KNUCKLES OF 01 ACCORDION SYSTEM W/ HV(D CO-324- BLADE'S KNUCXLE.(SEE NOTE*FOR vCCM vtl= 13Iu4T£d 04.3%rW 4t13 t,/W, BLADE WNEK CORRESpC14CitjG To INSTALLATION "11-. SHEET 7. z REQUIREMENTS) TOME min I= ASW UnI 12'.VX 13,440 Pwl 1/2- O.D. 1/16- THICK S.S. WASHER FLUPIL =U'S 45`0 Dwo vo.-to 0-�. 3A6=p,&k (,3) KV PIN @ OR V// tj� SHALL BE USI�D FOR DIRECT MOUNT INSTALLATION PER DETAIL X. T WICITO aw rrU M-4 to fl-v,, 17 SHEET AIL Nln C-CIASS Wr,-,ap-Tr law ov's -Y.2 94.5 "E L CARRIAGE DET P.M or OIL .0v Cd" C-1 Q= E REMBLY LAYOUT mrvmv A*,IW DIM 'CIO S W T Fur0=0 3 M%XEsrxmH aim*U*M-1 =4 8-3 It=P-. R-0 V, J) HV BLADE SOLID & PA HV WINDOW BLADE DETAILS TV,=%-=°01--"x" 01--Z ASM MA U61 P�" , "M PA;. FLORIDA OU Nigh Velocity Hurricane Zone A.rf/;'N'- BUILDING CODE(Man eEN-. -etl- 0;017 111-tMo.INC. 02017 NERAL SUPPLY,INC, BERTHA HV T. er System A7CC Accordion Shutt /777RLT7E7C 0 A.S.S.A. H.V.MADE#1 W/OR W/O H.V.Wt`mv SLAW American Shutter Systems xv.R, DESCOMIC14 DATE DRAWN TIILUT TESTING & ENGINEERING COMPANY LC Association, Inc. t OLD is-Gas 37/77/1• CAM Or7/21/17 VMS row. sa.I,-St.-=5.VIAM CARDEM FLOMA=(A 4268 Westroods Deive 2 DRAWING No ........... ph�.c z(Z05)3?1-1530.1-:(305)871-1"1 West Palm Beach, FL 33407 3 Inn vv17-107 7ALIM A.TUA J,.P.r- FWR=Li-d 14167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 A OF 20 *NOTES ON HV LOCKS AND CENTERMATES ,� g c o 2,§'JzSJ a a s T u '�%MZ-•� 1, MANDATORY CONOBION i1:ONE NY LOCK 23 cr @ SHALL RE USER AT 1/2 OF SHUTTER swn FOR ANY SPAN OR 12"AFiOVE OR 017 1l2 OF SHUTTER SPAY OR SPANS UP TO 105'2 AND Oil CIST I16t.•.S�T ANY ET.EVATKSN,i4t LCCKj2 or Zan L!AY t3£USED AS AN INSIDE OR OU15T0£LOCK,ATT/.CH_D TO OR 2�7 CENTERUATES W/(2) 114'0-Yo. 1/2"LONG FLAT HEAD S.S. M.S.LOCA71ON OF LOCK SHALL BE AS 114DICATED 0,1 TYPICAL SHUTTER ELEVATION. 1✓`"�°' `l(I! 2.OP'11¢tl8t,SANDiiiON (T:IF DESIRED,FOR BETTER PERFORUANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2y.2�9 OR Q,$i UX(BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(2231 LI AVI SI4OF 43 AS IFD(CATED ON NOTE�D AN TYPICAL LOCAT741t OF LOCKS SPELL RE AS INDICATED ON 1tFiCAL SF{UtTER i7.tYATWN. 3.OPPONAL CONDITION 12 OMJID ONCY WHEN MANDATOFff CONDMON#1 QR LIMITED MANDATORY CONDMI4 /. IS USED SyfTWO H V. LOGuc}: LOCY.t1v'G RODS[3�r ARE NOT REQUIRED AT IUFMICANE POSMON, BUT MAY �f �-�C4' <'25 RE USED IF DESIRED TO ENW44CE SHUTTER PERFOYtMANGE L0CK11tG RODS CS OR AN ALTERt:ATIVE DEVICE f Y It MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). n r 4.MANOMORY CONDITION g.O6IE HV LOCK SHALL BE USED AT CORNER CE114TERM ICS FOR ANY SPAN AND INSTALLATION'S AT ANY ELEVATION.HY LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 0�CORNER CENTEAMATE W/(2) t/ 6-20 x 1/2'LONG FLAT HEAD SS.M.S.TWO 0000110 RODS 69 1YI1 AT TOP&BOTTOM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED Of!TYPICAL SHUTTER ELEVATION. MA1attUM SHUTTER SPAN SHALL BE DEIERVINED AS PER SCHEDULES SHOWN ON SHEET 12, �7 1 ME ALTERNATE TO"CATORY D,DNDRNON EI MID ONLY FOR HV LOCK lra.T, W1 SYMMETRIC&CENTERMATES b� AZT S 3 OR 22'Ot1E ALIERNAT£HY LOCI! 6 MAY BE US:�IN LIEU OF HV LOCK Qq or U FOR ANY SPAN AND f! i TI���HH�lliP 3 � E z LYSUS1A,%AT ANY ELEVAT10%AL�ERNATE LOCK Q_$MAY BE USED AS-ANINSIDE OR OUTSIDE LOCK.ATTAaMENT } O�� Of 1/4'4-20x3/4-S.S. THUMBSCREW TO Cl'ORCENTERMATES S14ALL BE MADE W/ I/4 C-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE•SHEET S, ONPLOCK SHALL RE USED AT 1/2 OF SHUTTER SPA:(OR TWO t 1 ` LOCKS AT 1/3 OF SHUTTER SPAN, r� ry � 6,MANDATORY CONDITIONf;FOR KtDrSTONE MOUNDNC MSTAI i ATIONa_- 061E HV LOCK 23er�'or g9 SHALL BE 1/ USED AT 1/2 OF SHUTTER SPAN FOR ACK SPAN OR 12"ABOVE OR BELO_dt 1/2 OF SNUM SPAN FOR SPANS UP TO 96'.AND FOR INSTA.L6ARSA ONS AT A14Y ELEVATION.HV CK @ or @5 or @ MAY BE USED AS AN INS10E OR �-----jr— I OUTSIDE LOCK.ATTACHED TO @ or 0 SYUMEFRSCAL CENTERMATES V!/(2) T/4'-20 x T/2"LCNG RAT WAD SS. 5EE END---' p r,,+�, _, M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS:a Y!/ca SEES EN 7'4.'1 ...19191L.., [i[�1, ff #3 OR 126 TOP AND BOTTOM IS C011PLET£LY MANDATORY. CONDETAILS 061 o r c N BETrYP.to FU _= t *NOTES ON HV "T" LOCKS AND CENTERMATES: HEJCHT. I, OF CORNER, t.$FCONQ ALTERNATE TO 1.LWATORY CONDITION 11V,7yt!Q_..ONLY FOR W'T"LOCK fftQ (y110 SNTFRMA C 46 AND CENTEM4ATE ONE ALTERNATE W T'LOCK I MAY BE INSTALLED IN LIEU OF HV LOCKS 24 OR/15 FOR ANY SPAN AND @-1C4)-@- 7 ex$ czIo-lt�w INSTALLATION AT ANY ELEVATION.ALIERNATE LOCK SAY BE USED AS AN INSIDE OR OUTSTOE LCCK.ATTACHMENT OF LOCK @ INCLUDES USING RE INFORCI2IC LOCefE (2Y .AS SHOWN ON SECTION HVG.SHEEr 9,WHICH MUST BE 60«JD5 a�.@Y�7'1 Qu CONNECTED To CENTERMATES @ AND&W/ 1/4'0-20 x 1 1/2'LONG Ss. EHREADED SCLT W/7/6*0 x 3/32' " ; IiTNGNUT OR W/ 1/414-20x1"S.Sl.IS.INTO A 1/4-6x 5/8"RIVNLIT.LOCK MAY BE 06TAUW AT MOSPAH OR 12" 6 7 y a.6 - 7 "T S ov UAMMUM A13MS AND BELOYf MIDSPAN, USE OF TWO LOCKING RODS es'TCP AND BOTOM IS MANDA70RY. �..�$ra(IV�I��Sa�B •�w �• 19-01 5-05-C1• 'NOTES ON HD LOCKS & C +NIERMATES: I. lie LOCI((`14 W/HD CENTERWAU (371 OR[j2 W1�1:ONE ALTERNATE HD LOCK Asa vxfm USED II Lia(Or TYPICAL ,11 NV BLADE SHUTTER ELEVATION HV LocxSg2 OR qp FOR ANY SPAN AND INSTALLATIONS AT ANY EUNAMON.ALTERNATE HD LOCK S(44.MAY DE USED AS AN INSIDE OR OUTSIDE LOCK_ATTACHMENT OF HO LOCK¢4 TO 31-13 IS V!/3 ja x 3/8'F.H. ANO INCLUDES 1S.T.S. RE�OXCESEENr INSEM AS SHOWN ON SECTIONS HDS-+ftt�AND HOC-KVC.SHEET 10.LOCK UAY BE INSTALLED AT WOSPA4 OR 12'MAXIMUM BELOW OR ABOVE WDSPAN.USE OF LOCKING RODS'S_,_5`IS OOMPLEraY OFTIQIUL. FLORIDA IL TNG CO on High Velocity Hurricane ZOna` ' 111 A�Y 412017 IPTEco.ICF X2017 EASTERN MEEK.SUPPLY,INC. +'s�: .......... l � •. 4.� .�._.� A BERTHA HVTIA : lfilA & A Accordion.Shutter System G o Ii C. . . . ■ H.V. BLADE#T V//OR W10 KV.WNDOW BEADS American Shutter Systems IV.th 01:5=1`11on wr DPWIN 9n I.C. `"4'�C• TILLIT TESTING & ENGINEERING COMPANY ?3 TE 17F Association, Inc. I OLD 15-o65 !27/tr DAM 07/27/17 �I +\ 8U5 fL 1.16 h.S4 9r.145.% A 0100245.nr.S31L 4268 Wastraads Drive 2 , Pt.-:(365)671-1530.r4.:(305)971-153t �11ANG No + c-mox eleoeoavalsa" West Palm Beach. FL 33407 3 s ••r•S•j.r.........i�,y I++ 1�-Thur 4 IG N 7 -sl�ir7���` =ti4 rrAL1ER A.nLUr Lir.R:. na DA 1.1..p 44167 6 lPE. SEACJSIG9(!U"RE/DATE 8 OF 20 POURED f--{a51Cf?z'C"c hl ttiC:Ts OR OOn=^ 5I FOtR:O (SEE SCHEDULE ON REOUI ED I/4':-2Ox.3/4'S.S. POURED CMNCR TE- SKET 13) CONCRETE ANCHORS McNai£SCREZ6 CD':CftETE REOUIRED REtAJt*F"c0 —t (SEE SCHEDOLE ON n/t(4'-z0 CONCRETE ANCPORS 1 18 .�A c£m:.E CF=uxiroee:QCN 5'115 7) SMELT 53) Nvrb C 52'O.C. 1 (SEE SCt-.EDUL.E ON SHEET t3) r�- ' ctn. IQ e-20x3/t' CRti 4 7 to � O NACH."iE SCREaS t- _ E i LC.r, IIL'-20 NUTS M 19 a 52'O.C. i f t%2 r I zvo'U- - f i t 3 m l 5 *z- 13 0: 1 S IE O.` �� ¢_ t) + i i I .250'Nox. IS, E O P \ ? ,1c0. OPTIONAL a(aP51OtiFE i WL 2PAPI 01 � } TD 2A+r �A -, �F ) OR ikO ExS1111G t us sEFaaanav to CLASS) t E)'75T1116 i ' ( t��' ) --`(SE£SCFfEI3ULE lTN SHEET 11 / G3.fSS--i a (O rFi r NdL-'LPARATX)N TO CLASS t �� -'(S-T SCHELUIE ON SHEET tt) 1 r OIASS--'. (JA HV WALL HEADER iNSTALlATION (C}HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXrTtt3 - h1@i P.Pt.SEPA:ATTCU TO CLASS + CL4SS; v:A SEPAAM.OF ` 1 Oft ,'!^,`�' H 1 I)r t ..Sy. —(SEE:CNEOFtiE il0 Sttr�'T it)�i� i ip a---`CE-.' i r 1 W Pddf.rEPARAMA,TO CLASS �� � GLASS—! liit++iid77 'y_s0£u1E tri E:[Fc {Sac SGtEG()' ON SI _Ti T) 1 01 r, DCT rCR OMFwAL era ati bC t/ t i � CUASS---; j' lea(D.• i � i i i� 5(4' Mux. •� i t IF j E_la-' 3 y r- ..p.E.D.• I } � I FIE 4'aPtaWPS TtTU55 HEAD COt�F.e_TE MCHORSTRUSS 24x3(s'SS.PHFLGi+S •ACMYE SCRL1tS USutO . SRt5S5H.A0LHJ+LE?5"CSCREW$ �CO-+k:fi_FTE Af6CHaRS 5/s'-20 bUTS 0 52'O.c. (S 5CHbDUL.E qN rt/1/4'-24 P141T5 C ,z"O.C. (SEE SCHEDULE KkV SH-'ET 13) P6n. POURED CONCFt<E--' SH=TT 13) PCiiREO LxFe r TE , OR CONCRETE C-LOO( P«'CFLT<BLOCK A '$;4;iGRGTC A.4CtsCRS REORtR%D OR C4 rrAe_P.MtaED HV WALL SILL INSTALLATiONj (SEE SCHEDULE ON OF WALL SILL INSTALLATION PDUSED CDNCF.EiE .MEET 14) CR CONCRETE FLOCK wAu R«_OU�D (� HV WALL SILL INSTALLATIONr1�tE"`aF E^T•xrFA�;•t�-�*Ttavc — INSTALLATION DETAILS W/ T-SEE Stile"EX 4 FOR TYPFCAf-S=KATER •E 0.•-EWE OISTUXE ♦c_ Le':TATL^IFS OF ttSE FDR (��J AS-`'El'El f _ (SEE SPEP*.CATI01t5 ON SHEET i3j ELADE! 0.Y$tSEL'f i9 H V B LA D E 2-vOUNT2t0 SECTIV*CAA 3E COU=' D IT.Af."✓Vwf,TO SUIT A!f!UtSTALLAXt};7, N ffJ ry FLORIDA BUILDItJG CODE(Mon Hfgh Velocity Hurr�g0ne Zane J�+'� 02017 EASTEoti LtTAL SUPPLY,INC. *++' 1 ` ozo,7 TILTEw.W.C. _ a+ BERTHA HVTL, 4 ��N+► ■ ■ .�■ Accordion Shutter System n1Lf L E 4 0 ... KV.aADE§i W/OR W/0 KV.WINDOW 11AX TILUT TESTING & ENGINEERING COMPANY American Shutter Systems .„ ".1 oescamms OAT[ OR1 BY. L.C. Association, Inc. 1 0-0 is-CBS 7/27/1 CAM, 07/27/17 +' �Q tB�,''`�. ,+ 6315 KV.SU•.R til"Ste._"oS.nfiCaA GrA77a5,FLCRa(}3)6. 4268 Westds D roarive zDRAWING No V C� t a-�+�u w:ema�xecm West Palm f3doct5, F!33407 3 s�QNAE �� .*` -1oos7ts 17-107 P.E! •At{AArr"` WALTER A.TXLR k.P.1_ 4 SEAL/SIGMA€URE/DA€E f 445e7 a SHBG OF 20 ------- POURED catw"f•—uSr. s ; u,c slsr.,uzn 1 OF, !~ ;—..--_ 1 w•,str•.w,tea� + , CONL to CLASS CREtE (SEE SCHE)NJL'.Ox> £T 13) r0 t E + E1aaStl.�^G + �155 1 1 REOULRED LAG£CA' 7 i1 fm m�c O"C' r--;-. , -- -- 20.y I- ; m SIM is ctaa io Cuss L Evac(D _:,_. r". ]{{}�-, • .`,CiFFv`,aiE"'� I 'I I ( i OUSTING Fi''CtO."; CLASS I r �';"!•f -_'it ice '-,`•�' /•% 'S�, iDCfi�LY i i i i t710re3/C'Hie tz*HER HEAD 2 i c¢ l3 5 als�u- TEX S--:rs a 12'o-c x ' % '/ / EncE CF 3/a u t CONCRETE AWC.NCRS I ,, =J -. - r S.AD 1F {SEE SMOUi£0.J SHEET 13j E •+ tt7 , i� _ 44 :'1.' APFOCAB£ I A •,•--� LJ f r. '^i EDGE OF GXL 81G EACE .' '• I i _ •• SIA51 IF S1A8 LF 1. i •f/2 :: _t•_ : EDGE OF ij/ �- Lut ayI(ttml + nPPi.NARlE / ,�r 0 •.Q. ,`!+ ` •` — SLAB IF 1O AAS.C:iF AFs't7EA-=t- F�ta£D� + E D.+ CONcaETE FLAT 1•.'cAa CcstCR£)E A`tCHORS ' RED sataau at seiT /)t/./ pax rTE If na MADE @Ars1 :l; ♦ F0URE0-.-' .`• ,'�1— REOU:a£D REQUIRED (SEE SGfrstFI11E ON:cN=Ei 14j + a,SEw t8 FCR 2'OR CO:ICRE)E �, - FTAi HEAD Otsr:mr.-.TE,L4cEt^Rs asffs@�dal 1 aEOUSRFA E.D.' ISLE sc EDwE oro Sica u) g TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. FCD HV FLOOR INSTALLATION O HV WALK—OVER_INSTALLATION DESIGN PRESSEET URE RATL'4G 6c FOR SPANS PER HV CEILING INSTALLATION SCHEDULE 03, SH11 ' E>fiSi17LG ltt4�SAA6bi t , 1---"+" CQ.'Yi3>%IE A::CiiG.s*$ OL"''`''� IC C.1tS; • 4,W.S£+/hfrdV 2 ISE:sCt, uLE Q`)� t•'-�'"- �� t.°1oXaC O �.__._ ._.,,.-.- 1,Ti.-£T 15) J t/az LruAa T'E4<CAcstRa `"s.rct EL1 ania rxi sHxs tt) pTST7ttt-^�' 1 t £XL.D{,a i _r_�...-....__ v— TIrWe 7LOGr OR E/a-0 1 amm a• E,05t SS CLASS Yuu.srliA..'Ka w)Gv.^.i . CLASSY 1 FA504MS TAPPL`R,AtZKONS W/ I uAy CLASS ��C x.Accu[t,vw"I 1 5 Yv m 1 3!4"Lot EASM Bir 0 6" -i CFS torr-i v,n.'Cs+t) 1 OG FOR LP t0 6•-C'SPAN Ata a OC-EOR SPL.'S r QQ=THAN iLilt{e I 10, CLASS 1/4. I 1 ; 2 •-F,WtF AF L`rIIY FASEEA'ER(6117 �y J� I t 1 1 W.X • (W)(�7me t o ��'1 Ij2/2 dt0.3/4"HEX'E,D.a 5117 11 FLOR Utas C7 3 8• fOR 15 7 i I 1a i i zExc 5 j act:r,wwa tom- --t a // / 5 1a - I jay is L r 3{e'l 6 t_ O£. • fr 1:J + ' .•"i _ „{i':• '. 114%3/4' HEX HFAO,J ,•'�"' 1�31g• ' } . t/.•e-sa,}!4•SS US / -- 6 L / ---- L i :;''.•' tta a t/a a-M r ni Tc'I('ECR£V!S m$"O.C. j CO:;CFETE A1,11•KIRS m .� _ X19+3 4'S.DS. ( i i e r ,.I• /'.+�' tr/2.O.O. A4 1/4 S.5.US. .t / . 9$"0.C. -__ Ucr. I• ,'" %:¢,Y"� W/IOJT o 9.O.C. CSES SCI+EDLLE Oa ' llf2 ��/„ �ecC,mw:COri 47F cttcP:.L ---_z..: s.____-_ •. r i7 eR TS t!2` '_#t' =-17 t8 �'!� .• 2.D0'ttiN. 17.4LL TRAM CaaDPAME r + ECCE OF j ` a,\ 1, E.D. saL) StAE) i l{ 1 l�iii9t3f4'F.tL S.D-S. tlltt. - _ PO4tA.:D CCti;'=z APPUCA3LE '', -� t.CON+.1'2ET£ACiCNOaS SEE rrDTE i1<C} +-.•-"....\• \moo�"O.C. , )ttf `zrct# .z7 _,! _'• J,. / r l-^---£.o- -OU-�^D CGrCR£TE-) (SEE SCHEDULE ON ON SHM t Cu SK r3{a} � . OR CONCRETE FLOCK 51rEF 14) POUTED Cu Ct1 SHEET) cu E7aQ KEYSTONE ROUNOW; INSTA R£autw NT LLATION u)lorw—J POUREDHV WALL FLOOR INSTALLATION w7�At As.a r t PREssv •�u•-zz�w COUCREt£ a HV WALL WALK-OVER INSTALLATION VA>:tAU4 S7eritER SPut 6•-O- REOLIMED UJ HV RAINGUARD INSTALLATION tTKIS{n SKQL t,rnF FOR COUSINATION OF SF-CrLOUS REMO A8tE nfEN�PERFCRMED E. E �EDGE INSTANCE ACLIACENT TO AN OP-r8.$Y- ♦ SEE LWTATIVIS OF USE FOR 1_SEE SHT;ET 4 FOR TYPICAL SKITTER (SEE SPEOFtG.TtaAS a:t��i 3) ��,,,�;�_ E1:,A�E�D:t SHEET 19 INSTALLATION DETAILS W f 0117 H V B LA d E ASSEMBLY + IN MOUNTING WAY SUIT AN trI AL ECLtBc1.ED I))) ��A. _��'�'' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' IN Arrr wA,v To surt aur u+srAUAnOtL ) 1 •,.•'"-•,•C 02017 DLISCO.TIC. 012017 EASTERN METAL SUPPLY,OIC. ��c• scr,`�'= BERTHA HVTLE * 0. =1LA $ Accordion Shutter System --- � C O t N c. . ■ . . KV.stat Et W,OR w/o KV.uwnoow er aoE American Shutter Systems `- 1M TILLIT TESTING u ENGINEERING COMPANY •N OCSC1 7E F- 6Y: L Association, Inc. 1 OLD 15-tta-Oa5 7/27f1pA= 07/27/17 63ssL+.w..6n ss IM W=Ir,ncrc.s3u 426$ 1'destrcais Drive z -'� ;c-- --� P)wm:t3a5I6Tsaas3.rc.:(a:s)571-tb3t DRAVfIfG No NG\"t1 a-mea:cre oosouan West Palm eecch, FL 33407 3 t 7_��7 �4�w "' AL1,"iL Lllt Eta-COOS719 4 >. WALTER A TRLIT x PT- FLOR10A LF 3 44167 5 S-(EE, P.E. SEAL/SICMTURE/DATE 6 7 OF 20 SEE END-WALL N Ls ONS ETS 10 Is SEE 1111TEs ON Lowir=s MY LOCKS HV F0--UT1 -I 'j/—EX?M,'G CLASS **"e SLACK U91-1 WF G VOLD BLADE WZ HV CENTERMATES --S AMCATIOU WgH ELACro (2t (22) OR (2a SEE EL40 WALL CONNECTION FrxrSTl,,4G CLASS DETAILS, ON SHEETS 10 & 19-11 L------- ---------------- ————————— —————————— 7- 6 1/2" 7. arm.L(L,r.3 ALUM SYMMETRYCAL 'IV,� *$ QPP05jN9 t aYCxnxs 10 axtxeTC -QENRRMATES CENIER &411 SEPAPADON 1 0 12' �0 GLASS i W1 0=00, Hv ork S-"-S HV sa��To TUEE LL UJIGHT. ME F (SEE SCHM AT EACH A*ZM(TIP) IN 3 am S-,iEE,- 11) F- --—-—-—-—- -—-—-—-- -—- ------ 03 HVQ FOUT HvB HVA POU LJOSWIG GLASS RED C0. R<tE OR REOURED WALL ———————————— .a SYMMETRICAL_ (D- 70 V.I.SEPARAnON GLASS @.@- Z/, M- ,TO CAASS r, tQ9• •@ CENTERMATE ra (S-E SCH�- ULE I GLASS OPTIONAL ON--14EErol 1) -------- W/ Hy •Qcn @ ro Cuss 43 E-IN O�ttGtuL - C,($1(EET It) 0T I AHCHORS 0 -NI) r 1 isO-C. %4qles n3 6 11r 1-'Az.SLACK C5 Vo (D Fo--U-Tl (�,3)j HVE HVF** OUT HVDreI''aJJrjUPJDA BUILD! CODE(Mon High Velocity Hurricane Zone, 110v............GENS, HA 02017 TILTECO,Da 02017 EASTERN METAL SUPPLY,.041C. BERTHW., 111.1E Accorlion Shutter Syslem " c�qt:w.�s A.S.&A IM INAM#1 W/OR W10 KV.MM 11AM American Shutter Systems M N� OcsC111MON DAIT CPAMI W. LC. TIWT TESTING & ENGINEERING COMPANY 07/27/17F-- Association, Inc. t OLD 15-C85 OIIVI17 DAT n a FC-ZG`mts link f"-.(n5)871-1530.F.::(105)S7IL-M1 4268 Westroods Drive 2 DRAMANG No West Palm Beach. FL 33407 —3 WALTER A. nL ES-CM6719. 4 — 17-107 iJr j, P FLMDA Li. 5 SHEET 1 V P.E. SEk/SIGNATURE/OATE: 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK CCH MALE,/FEMALE "T" LOCKS CENJERMATES d8) -. (29) & DOCKERS I-A W/M HV BLADE NNECTION DETAILS ON SHEM 10& 18 INSTALLATION 1) HV BLADE OUT I MAX'T4LL0Cn IDSLAC<MUX Mr. I. 04 SW-U e. W1 HD CENTERMATES rnc,=-C"TJT=VEFKS shm.uky Er V50 WIPt M, SEE END WALL CONNECTION 4,� DETAILS ON SHEETS 10&19 @ w.111 11cm (OPMA0 = --------3------------------------------ -_---____ - -------- 4 Ow/wrtuo "'(%lir gu�I ILU g -MIN (4)F4 Af HV F-IN-1 I V pvs(WF;5571� 5 /v 731. =x 9�u LOCK (INSIDE) t I A V f I I t'j -------4a .......... _J. --- 28 ��/-1 DIV 0 1;z 29 z w IL91 w -",e' @ FOUTI3t oa ' 33 31 oa'2 3t oa3 _j 3t ax 2 @-1 1/4" 0-20 x 1 1/2" S.S.M.S. L_W_.j (017t=k) SEE NVE 6 FaR RV LOCK@. TWI 7/8"0 x 3/32" WINGNUT. 140-f4VO, F&G-71 HPC-HV_C Lotx.an SHM tL SYMMETRICAL Hp 9KV "T- LOCK (OUTSIDE)-/ SYMMETRICAL HO���T _gfNT TF @ w W/ CK (fNT NT MAT t smss _HVQ* ERIOR) =1-13 4LOY)vimz rtArx"i mr.=T.PAST I am AS LW;LWXMW by XtZEL CHUM PARSWPOV.KEW"SEY '(D-@-& 070U, Ca ro;;.L Q-@- - ----------- 8 Ak------------- (D -\<__0 /\-. *In�=w (D wrwm�rwrn w0I+J�I.t-1110 cvx D m\EUCUMM& �xA HQD-HVD FLOATING STACK FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zoni, ... ........... ..;,?, 02017 ULTECO.WC_ 02017 EASTERN uErAL SUPPLY.PIC. BERTHA HVIM 0. Accordion Shutter System / I Q E�CO -,-- \ T &S.S.A. RV. BLADE#1 W1 OR W10 H.V.W1,WN BIADE L.C.American Shutter Systems lev.U. DESMPTICII DATE ORAW1 ' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/27/1; aAW_ a727'"7 Ft—:(305)871-15!0.F..: 4268 Viestroods Drive 2 DRAWING No -It t�ft­0.4W.Co� West Palm Beach, Fl. 33407 3 0 0 ES- 6719 17-107 L WALTER XCOTIOLUT Jr.P.E. -4 FXORDA LTC.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 9 OF 20 ------ `-- •-^POURED CO!iGREZ POURED RETE TE .!REO CONCRETE-- POURED CIX':LY<ETE OR OR COtCRET[ .—_.._—.. OR COtYREt �``` OR CONCRETE COTiCRETE BLOCK VIALL f BLOCK WALLEC RUIRED I ' BLOCK WALL RECURRED j f BLOCi4 WAIL REQUIRED REatltR"gc . (�r• •, j 1 �IXISTYG GVSS( EiUSTING CLASS ... tsCFt`iE AtaCHOR--} EXISTING CLASS 'l J. . — —-7 j .,F. td;rt. E !:G O1A45 d 16.O.C. -Z—L—— WL stnuunxf �J/ — �.r ! 1- CO TO GLAS-- „ rrt 41M SFFAP”-mrt y SCKMLEE ON 70 QASS(SESEE SAM E !!'a.SEPAAA:IEH EO ' Ea: i0 taA`5a ($=E 11 FCR B.AD-'(DAY.O St"3[i%A,E OV(.t s'•'I '3" TO QA55{S...E. ii SCrED`.is ar StM" t f t5`r.3-SUY.. ON Sa cET 14=0A ' 71 FOR SLAM®Af.G I '' .�r ECaf2ULE @I.([)At 1 i t rG2 RAM0141D (6053-T6)CONT. O'.ADSO&� ON J ET 14 FGi 11 FOR SIX 1()A9 0.1 StEEI 74 Ft[t ALUM.CL05=.ft 1 ` ELAM(!&Qt 7j� C?i.1tsEf 79 FTXY 6'.d15Q&66) PLATE. (LOCATE 1/2"T` , �©& E AT EITHER SIC£ LIY r tS Cir5) ,/2`M01, �l //i I I .Ay +�USE i•4R 2`UAx. DOx1/2•S.M.S._! I I ---- (AS AMLI.AHLE)xz•YtJ$'�J'-2- f' _�_�_.✓' STtOr1J2`SMIS. � /•:t _ _-- ,.i' a 16-O.C. _,�_ ALUUMUu CUP,A7.GLE '•+ l 9 tb•O.C. — _ V /^\ f (OG63-T8 ALLOY)AT U'QHEtGHT `Ix� Imo"` (1)f1D=1Jz-SMIS.TOG& (2)1/4"¢TAFCONS A::CiioRs TO a 1 VALL AT 7-O.C. (LOCATE AT 5 SEE oETaT x FD31 1 OR ' 1 EITHER SDE CF(D) d OR �• �J SIDE COW ECT10!d � , i OR Q` SEE DETASL x FOR �OR 1 To TEAM «�«O O O SIDE CO!iNEEM,014 I 6 7«B v 10 SEE DETAIL x FO Q T«Q�«5•U7«$ 1q• « TO TRACKS s•6- ?«$ i0•�s• L 70-�`«�.®,w®•®a, SLOE G0.0,MASKS 10��«�•�>�.�a o®« O sq: 'a�« L t a®�� ago�� ® 0 I *© 0 �m 6.0.0«0.0.8« O•C?'�•50•C77-�' O`O-�«6Q.0•�,. d�'�>C�•�7�C83•�a e $ END CQNNECTION bETAiL END CONNECTION- DETAIL END CONNECTION DETAIL�3 END CONNECTION DETAIL d i HEQUAEO ONLY FOR EA!IS GREATER T}LL•J 12•-O• POURED CCNNCRETE OR E)USTIW, 4 �—EYISTU4 GLASS � RCUIRED UCrm ELM:TALL � GlA55 .¢u l7XY tJ2"s_".t.*,rr ..__.,. .� - , -----------_'f TO MAW(lEE O 16 C. Scat EEPA$Artxa �1 ...—______. ;,-_=___ SCHOXTE as s� / t0 CLASS(SEE j(1 - -- - - —- _ __ _ --- ��✓oR B�OR�OR it rOR a/.gE QAAD 4'O::GRETE t/2`r•Ict. ��£T.'td£rxa St"TT -------------_ �" Cri SIEE7 14 RR ANCHOR 6 F-1 � 11 MR Eves C)Ata 4 ------ l 0R@OR@CR j@ Caf R EtA."ES G)& 12.O.C. . EO JA- t MON SIZEET L k0 -----� t__..1 ORV 1 I '"�/ i R 16- O�1•• i I 2`GI!I. - _ -•�.•�! 2-Lica. EO ♦ SEE UL•ttAT7CtiS OF USE FOR ORQGRll UI� t OR f VIEW Y BLADE AON SHEET r4 f OR PLAN I O OR �� (3t«©•0«® tq@•Q« DETAIL X PCV;M. C=-PETE OR R «Q•(�7p«® 10.$�« ' 1opGa07-�.'p• END INSTALLATION CONCP.ETE.SLwx YtALL , 10 ®.vJ' d« RFCLLP.- 0.0•0«0•0.0« 1 HV BLADE OR 4 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL dECT 0 TAIL B O �«� .0 � ,,r c C� •0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, SStt Q• ••�, ....... "• 02017 EASTERN UETAL SUPPLY.INC, E S9 M017 T0.TF,INC. BERTHA HV TM % �oiuc. A►■ ■a1 ■A■ Accordion Shutter System -MME tt v.RADE#1 w/OR w/o tuv y(NI}Dw BcanE -ct �► ,�J��y} i American Shutter S sfemsDATC TILL(T TESTING do ENGINEERING COMPANY Inc. ¢v.R gCSIS-0U /V/ 047.. TO L.7 •�' A9SdCiatiOrtr Ct CLD 75-085 /27f1 M7E: 07/27/t7 Com'••FZ t 4 r �1 ass ra s e n 52.5 t_cs.vs&zs+cas'2s.fLCMA Ute• 42fi8 Westrcotis Drve x 2/SlG'�i"l'A�itJRE/0AT;: 1Ta- M uw..CwL-. west PDIm Beach. FL X3407 aDRA('JI�IG N/oypt A..11w$r.P.E. 4 —�1�7 SHEET P.E. I p��757 6 TO OF 20 I SCHEDULE #1 SCHEDULE #2 SCHEDULE N3 MAXIMUM SHUTTER SPAN* "L+' OR 'L- t-AXIMUM SHUTTER SPAN* "L+' 4"XIAUVI SHUTTER SPAN*-L+" (ft,). FOR INSTALLATIONS W/ UM t; OR L-" (ft.) FOR OR 'L-" (ft.) INSTALLATIONS I N-STALLATION-LEG= CENTERMAXES, Ort OiM-N)h INSTALLATION W SYMMETRICAL-CENTERMATES CONCRETE WCOD (1)L+.MAXIMUM ALLOWABLE SPAN FOR A GVVElf VI/ ONE H.V. LOCK of(2 LOCKS &JANSORY POSffNE A_S.0. DESIGN PRESSURE RATING, W NO LOCK HV i L-:VAX.ALLO41ABLE SPAN FOR A M.04 KSGALRvE HD LOCK LOCKING RODS IV.,, OVE e.'A W., R)%llot�140E LOCKING WALL A. 6. C. D. E. M, N,0. P, 0, A.S.D.DESIGN PRESSURE RAMUG. Rol& CENTERM 28 29 1.'1/ONE w/ rIO LOCIONG RODS(5 Do UOUNT"t X F. K & L R, S, &V_ 1101-f- LOCK 30 V/ 1170 LO:Rwl (SEE NOTES ttt) (VALID FOR VOU.WXG4@ (2)PROCEDURE TO DETFRt=5 UAxw.uu SPAN FOR RODS 35 TOP & BOTTClAt.';SEE SHEET 7) FLODR/CEILU'-'G G, H. 1. 11. J T, U. y WALL MOUNTINGS(TOP/BOTTOM)OR ILOOR/CEILINO: - condlWl lwd vmpuAm-s 0 CCrIcRM&WDOO 0014CRUE I wx� IfMrAl I VAN GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, -_O�=SO A411 00=' UWALLATIONS DOES INC 1AURAU FAC=L-- rc MUL t(WOWC fLOCR/Cm.3~F'z- GIVEIIIJA NEGATIVE A.S.D. DESIGN PRESSURE RATING. pwsupm WALL MOUNTHIG FLOCR/CEUNt. 1A SPA14-L+'FROV SCHEDULE' RAW= FLOOR/Cwg'�wacmz DEEM MAXIMUM SPAN%-'FROV SCHEDULE. Ce eft-1 CR LOCH MOURTIA C.OR t�- T SPAN'L+'OR _L_' L UA)='W SHUTTER FOR -o' I WSTAUATION'S{UTO VIOCO S-ALL BE UUITEMD to FLNAL.MAMIAUM ALLOWABLE SPAN IS EQUAL TO I`H�Z 16,-0" lw-a" 105 pf.A'ZF' OEM PRESSURE RATWWMIO 'ERMJNED SPAN BETWEEN'L+'AND"L--- 30 OR LES 16*-0 W-0, 16-w 1 16- 30 30 16' IAMMUM DO k3� i$-10- 14'-10- W-2- 16.-0r 35 14'-IO' 14*-Ia' 35 15*_r 40 i3'-10' 13'-to" t4'-2' 15'-2- 40 ty-lo, I3'-10, 40 14'-2- 15'-21 (3)PROCEDURE TO DETERMINE VAXWUL4 SPAN FOR t 14V CORIrER CENTMIATE#3 MAY B C0v_MNATfOlIS 114 BETWEEN WALL MCLP94:M 45 13'-t 131-1- 13*-4' 14*-5' 45 13'-1' 13'-1' 45 13*-4- E USED AT ALL %,I/FLCOR/COUNG M.OUHTINGS: — —— — SHALL BE AS LKOICATED ON UANDATORY CoNornom B2 So 27--5- 12'-S- 12'-B- 12V-7- so 12*-S* ir-S" 50 )3'-t" LOCKING SPECIFICATIONS 5-5 -12*-1- '12'-Il- 55 W-10, I V-1o' 55 11'-11' FOR A GIVEN POS]IN-E A-S.D. DESIGN PRESSURE NOTE#5.SHEET RATING: — ED ED BO 11*-7' 12*-4' — W-11, DETERMINE* 65 10'-I0. 10*-10' 11'-1- 71'--l1 —65 10'-10• IV-10- IV-1" L,+- MAX.SPA14 FOR WALL=UnTUG tnSrALLAT(OlS, —7*07— IV-6' l_.. 70 -6- IV-V Il'-s- 70 lo'-6, L2+-MAX.SPAN FOR FLOOq/Cauhn V=IVI4.1 lo'-I' lo*-I- 10"-4' tl*-I' — 10--l- __75 75 — [ a ttEXCEPT THAT WX'VLV S'WITER INSTALLATIONS, so W-14" W-lo, 107--9' Iar-g- 80 9'-10r -9•-Io" SPAN'L+-OR-L-'ASID MAX24A.IM ASO.MING FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FRMAE Wluo FOR LM51ALLA71CUS INTO COUCREIE 85 -6- 9'-6- W-9- 10.-5- 85 RATING: so 91-Y 9'-3- 9'-5- W-1, go 9"-3' 9'-3* OR Cc"CRE;E MOCK SHALL BE UMITED AS FOLLOWS.. DETERMINE: I- CONNECTIONS TO VEYSTOYIE MOUNTING Lf-- LW. SPAN FOR WALL V.OVNnNG INSIALLATIC.14S. 95 g'-0" W-9. 9-Y W-10, 95 W-0, 8'-9" LIVITED TO +64,-72 pz.0 AND 8'-0* SPAN, SEE L2--MAX.SPAN FOR FLOOR/CETUXG MOUNWIG 100 W_'. 9*-0' 9,-7* 100 61-91 81-4" UOUPITING&O3 SHEET 7, INSTALLATIONS. 105 8'-7- 7'-1 t' 8'-9' 9*-4- 105 87-7' 7'-11' Fffg-L MAXIMUU ALLOWABLE SPAN IS EQUAL 70 THE 110 W-C 7'-7- 5'-7- 9'-2 lie 61-1 7,-r— 1ALMIAWA BETWEEN *Lt+*. 'L2+. "0--Alto%2-- 115 ir-2, 115 8'-2' r_5" SEPARATION TO GLASS SCHEDULE 120 B.-O' a'-"- t2o 8,-o- 8'-i 1" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAX'l,4LAf 125 7'-10- $7-T 5--5- 7--lo' 60-8 ALLOWABLE SPAN AND NEGATN-.A.S.D.DESIGN 730 6-5 PRESSURE RATING TO DETERMINE MAXIMUM A)ICHOR — MINIMUM I SPACING. Pi 135 7�7' r-s- WIND ZONE I 135 7�-7 SEPARATION 140 140 --6. ASTM E-1996 TO GLASS 145 77__3_- 7*-5- 7'-3- 145 7'-r W-9" 150 7'-2- -7--4- , 7­01 t.10 7'-2- fl5'-7' _1�_ RU 3 155 -5- f-2- --S- 155 7'-0' 51-5r I TH 160 -7--2- 7--l- 160 6•-11" 165 6'--10 5'-1- 7'-0- t65 5-10, 170 W-9" 4'_II. 6'-Ii" 170 0*-9' 4'-11. 175 G.-7. 4'-q' 1 rz,-S, 61-0, 175 61-7, 4'-9^ — V-V 4'-6- 1 6' 10 HV BLADE iso -87 s*-Ia- 180 6*-61 4--r 6--5- 4--6 _- g;— T65 . S" 185 7 67 6- 4-e Igo 6-4- A- 5,-6, Igo 6'-4' 195 6'-3, tqS 6-3, 4'-3" 200 .6'-2 200 205 4'-7" 2C5 FLOW BUILDING CODE(Mon High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY.INC. 02.017 TILTrw.mc. BERTH A RVTM Accordion Shutter System ■ Kv. RAX#1 W/M W/o KV.www MAX 771 L77E-7C707,t a 7, A.S.S.A TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems W55 14,W.J".St..1AP.305,%M�CARMC,FLOROK 331U Association, Inc. I Ow 15-085 /27/1 GIG 07/27/17 Ph.. (305)071-1530,F-:(305)871-1E3t 4268 Viestroods Drive 2 ——DRAWING No ........ t,1 .--;I:tut-00-ke" West Palm Beach, FL 33407 3 — 17-107 P.r AIL WALTER A.TUA r. rLOROA,LiC,j 44167 5 SHEET P.E. LIRE/DATE 1 6 11 OF 20 - M &M 6UQHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN A S tT DESIGN N-GATRE PRESSURE•RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING ND POURED CONCRETE z.0rmn4 h a,G,D A'v0 ou slFer 6) POURED CONCRETE CONCRETE BLOCK TAPCON OR A 7.'ALL N W U�JNT01G Awa Kr--ADER VBt.7Mull �WALL HF.A�t:ER!dW-YtL�G D Y."f•LL..SRL U0ULITL`{G (2)WALL SILL l�OUt4L`1G Cdr F v1ALL HEADER/SILL TAPCON KITH ADVANCED 7rj 4 ivj wf pt tt-9tINTCtG THREADFORM TECHNOLOGY SRAMk 4Slt.BEJ41 Y.TbLtt P W,tnO A5A.IE Fa 6E6%ttE guar PJIR=".,<5D,tFsav n52tEiE r�svag IIAPia:cI"Ase OMM c:;A7F_..¢CMfT RArrS, 0.58.DMW N4su:.E IMMffc Pfw�c AM OM74 umt rFZZLFE wtNr. ALL POINTS SCUD-SET JO t8 fA 75 90 t24 tW 2D5 Ja 4a 60 7S <O 120 taa 245 30 4a 60 JS 80 t20 160 205 30 40 60 75 90 120 IE0 205 30140160175 90 120 t�2X15 3a 40 fi0 75 90 120 1fA 2D5 BLUE TAP S< 12 t0 0 8 8 G G l. tY t0 9 E a 6 6 t4 12 101 9 8 6 6 G 14 12 10 9 B 8 a - 14 12 1019 8 8 6 a 6 8 a a 8 7 5.5 3" 4" 14 t2 10 9 a 8 6 b t4 iZ YO 9 $ 8 8 G 44 tT 10(9 8 6 6 6 14 12 LD 9 8 8 6 0 14 12 1O 4 8 8 6 6 a 8 8 a 8 a e -a- T2 TAPP£Rt Go + T4 t2 iD 9 8 8 6 5 t4 t2 10 9 a a 6 6 t< 42 le 9 a B 6 a t4 t2 10 9 8 8 6 3 14 12 10 9 8 0 G 0 $ B 8 a 8 8 8 OS t4 12 ID 9 B a 6 6 14 t2 1D k 9 8 8 6 E t4 12 SO 9 a a 6 6 14 12 %a 9 a 8 5 - 14 32 10 9 a a 6 6 a 8 6 8 a a 8 7 14 12 10 9 0 8 8 4 I< 12 10 1 9 a 8 B 6 14 t2 1119 a a 6 6 t4 12 10 9 1 8 7 - - 14 12 10 9 6 7 551- a 8 8 a 9 7 55 4 17 ,10 9 6 g 6 t 14 12 10 9 8 a 6 6 14 12 t0 9 8 0 0 6 94 t2 10 4 8 8 5.5 - t4 12 10 9 8 a 6 6 a a 8 a a B B 6 tt 12 10 9 8 e 45 - ib 12 10 9 8 S fi < L< 1 2 to 9 a 8 6 6 td 12 20 9 6 8 - E� 12 t0 9 Q B 6 6 8 B 6 8 8 I< 72 to 9 e 8 6 4 14 12 %0 9 8 6 8 6 TS L2 10 9 e B e 6 I< t2 t0 9 8 e - 14 12 10 9 a 8 B a 8 8 a a a 7 afi 14 12110 19 8 6 4.5 - ti t2 i0 if8 a 6 35 14 t2 t0 9 a a 6 a 14 12 10 9 7S - - - 14 12 t0 9 7.5 55 - - 8 i H 6 a 73 5.5 4 3 *SEE ANCHOR S,^4. 14 12 10 9 a a 45 - I4 12 t0 9 6 a 6 J3 t< 12 M t 9 6 6 6 6 14 12 10 9 a 7 - - 14 12 10 9 s C 6 - 8 18 g $ a a B O SPECIFICATIONS E4 12110 9 a 5s - - 14 t2 t0 9 a s 45 - t4 42 La s a 6 6 5 14 72 t0 9 a 3 - 14 12 10 9 a 7 - s a a H 8 7 a < ON SHEET 13 i4 12 to 9 a a 4 -^ 14 12 10 9 a 6 6 35 t4 d 12 I t0 9 6 8 6 6 14 12 10 9 5 - 14 12 10 9 6 T3 - @!8 5 0 8 7S 55 14 12 t0 9 8 53 3 14 tT t0 9 8 a 145 - r< 12110 9 5 B 6 6 14 22 95 75 4 - - ^ 14 12 95 15 " 351- 8 e B JS 6S 45 35 6,-4E t4 12 14 9 8 55 L4 12 t0 9 $ 6 XS 11 12 t0 9 6 8 0 6 14 12 10 9 8 4 - - 14 12 10 9 a a s 8 1 8 a a 5 B 8 74 t{ 72 10 9 s 3 - 14 12 t0 9 8 6 1- - 1< 12 %a 9 e B 53 35 t4 t2 TO 0 45 - - i4 t2 10 9 75 4 - 8 a fi 5 7.5 55 4 3 14 t2 iD 9 a a - 14 12 to 9 It 6 1 4 f- t4 t2 t0 9 8 B 6 AS 14112 10 9 5 - - - 14 12 10 9 6 t4.3 - _.._ 6 8 8 8 8 6 43 - t4 /2 10 9 8 4 14 12 TO 0 8 65 J ti 12 10 9 6 5 6 14 t2 8 45 - - - 14 17 8 6.5 5S - - a B B a5 55 s 1 - ?•-D� 14 42 10 0 9 X - 1< 12 10 9 5 rs 3 - s< IZ t0 It B a 6 _ 14 t2 t0 9 B - - - 14 12 l0 9 6 7 8 E 8 $ 8 6 73 6 14 t2 10 9 43 - ^ 1< t2 10 8 5 t - u S2 t0 0 6 T 4 - 14 12 t0 59 - - - +- 14 t2 10 6 65 - - - a 6 6 a 85 3 3-5 I4 t2 t0 9 75 .75 - /< 12 t0 9 8 6 - 14 t7. IO 9 8 B 6 ^ /< 12 lq H - - - f4 77 10 a:} T - - a 6 a 8 7 5 4 13 TZ SO 9 55 3 +- - 14 t2 to 9 a 143 - 14 412 10 9 a d - ^' 44 11 7 - - - 14 11 7 5.5 1.5 - - 8 6 7 55 45 35 - - a,-Dw 14 /2 10 4 4.5 _ _ - i< 12 SC 9 B 43 - ^ t4 12 t0 9 E B - ^ tS 172 AO T 4 - - 14 12 l0 9 8 1 = = B Q B a a 73 7 4 -- - t< 12 10 55 3 - 14 42 10 9 E - - - i< 12 10 9 8 55 14 12 a3 3 - - - 14 12 65 7 < 8 a 6 7 SS 4 3 4Y 5EE U11�TATiONS Or lam£FOR 14 72 1D 1 9 5 - 14 17 10 9 a 4 - - Tc 12 TO 9 6 8 - t4 t2 95 -1- - - •- li 12 9.5 7.5 45 - - - 8 a 6 T5 6 43 - _ ataaE to ON SHEET t9 14 t2 %D r=16.1- 45 - - 14 12 To 9 T3 - - T< i2 10 9 .13 95 4 - - - - - 13 2.510-515 - - - - 8 8 Las 5 < 3 - 4< 72 t6 ^ it S2 t0 9 75 - •- t4 IZ t0 98S4 12 10 5 - - - - 14 12 10 9 35 - - - 6 a(9 8 a 65 0 3 S,^0- < r2 6.5 14 12 109 45 - ^ i4t2 10 9 75 - - 14 IIS 45 - - - - 11 113 7.5 6 - - - 6 6 75 6 5 4 - - SD a ^ 1< 12 i0 9 7 - 14 12 t0 9 8 - - t4 L2 6 - - -f^ 14 !2 a a9 - - - 8 I a g 85 5.6 4 '14 17 25 5 33 - - - 14 12 t0 9 5.5 - - - 74 12 f0 9 6 - - Ms a5 - ^ - - - - 11.5 a5 a5 - - - - 6 a 53 43 15 - - - tD,-4• I< 42 95 5 35 - - - 14 12 t0 9 55 - -+ t< 12 t0 9 a - - 14 12 7 1- - - - - 14 12 10 75 5 - a $ 5 9 8 75 43 44 t2 55 3 - tt 12 AO 6 3 - ^ T4 12 t0 9 6 - - - t4 0.5 3 - - - - - 14 1GS 7 3.5 - - 8 8 7 55 45 33 - 74 t2 9 !65 ] Ib 12 t0 19 5 - - - Lc 12 10 9 8' - - 14 IT - - -1- - is it 7.5 - - - - 6 a 73 G 5 - 14 S2 7 l- - - 14 t2 10 ^^ - - - - 14 12 YO - - - - MS 8 - - - 109 a 5 -d- - 8 8 G 4 3.5 - tT, 14 l2 r0 - - - - - t4 42 10 - - -,- - 14 12 5 - - - -` 14 12 10 - - - - a e B_-#+e. 14 12 4 14 12 10 - - -I- - t4 12 10 - - - 1- - t2S 9.5 +- - - -Mb 95 6 - - 5 fl 6 5 ♦ 3 t< 51 8.5I- - - 14 12 TO - - - - I4 t2 t0 ^ - - - 3.5 t0 - - - - - is t0 7 - - - - 6 f a 7 5414.5 - - - I4 12 5.5W:-: - - - 1< 1a r0 - - - - fa 12!M - - - - - 95 7 - - - 9.5 7 J.5 - - - C 7 43 351 S - . i4 t2 55 - - li 12 t0 - _ - 14 !2 110 - - _ 14 t2 - - - 14 12 t0 - - - - a a 8 6 8 6 3 12_D 11 T2 3 - - is I2 8 ^' - - - 4< t2 110 - - - 135 a5 a 715 5.5 4 - - - 8 8 5.5 4S 4t4 12 5 - - u 12 t0 -• -4- 1^@- t< 12 lot- - -I- - !23 95 - - - - - 135 9.5 4s - - - - +- 8 a 0 1 5 4. - - - (1HV BLADE OR { HV BLADE 14 12 •- t_ _ _ .- ^ ti to - _ _ _ .. 1< i2 - _ _ .. _ 9 441 _ _ _ _ - 9 g_g gN 45 15 3 t{ 42 - - - - /{ 12 - - - - - '- t< T2 - - - -I" - 16 I2 - - - - 14 12 - - - ^^ 6 8 5 8 B 4.5 T3-4" 14 SO - - - - - - t4 12 - - -i- - IS t2 - - - - - - 245 5-5. - - - - - - O.5 a - - - - 8 E 5 4 35 - _ YY IA HV WINDOW BLADE 14 121-1- - - - I4 12 - - - - I- - is[12 - - - - - 115 6 - - - - 15 a4 - - - - - i- a 1 6 55 45 - - - t4 12 - .. -i_ _ T4 12 - _ _ _ - g q ^. _ _ .. .. g 6 _ _ .. a 8 4 3 - - - 2i 12 - -' - - "' - _ S{ I2 - - -• 14 9 - - - - - - 14 12 - - - - - B 6 B 6 73 4 - ^ t< 12 - - _- - - ,{ 1z - - -_ - - WORKING IN UNISON 144•-4" 14 12 - - 14 12 - - - - 10 4 - - - - LO 75 - - - - - 6 7S 5 4 3 - - %4 15 - - 14 12 - - - - - - S< L2 - - - - - -' ta5 4 - - - - /0.S B - - - - ti B 8 5 4 - - ia 11 - - _ _ .. 75 _ 7.5 - - - - - - 73 55 35 3 - - ^ 1< - - - -. - S4 - - - - - 1< - - - - - - 14 - - - - - - 8 8 8 T 7 14 - is - - - - 9 - - - - 9 = - - a 7 it's,s3 3 - 14 - Ito - - - - - t9 - - - - 8 75 5 4 - - 74 - 1- - 3 16'-4' y< _ - - - - t< - - - - - - t4 - - - - -1211-' $ - - %{ _ FLOR DA EILDIPIO CODE{Non High Velocity Hurricone Zone' tl \L .. /'� 02017 nLTCCA.iNC. 2017 EASTERN METAL SUPPLY,WC. ' GENSF: _� BERTHA MVT. i L E C O i■�. A■S■S■A■ Accordion Shutter System t s s FLV. BLADE#1 w/OR W/O H.V.W tM't 91M fl• l�� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems _t 6cscarl troa DALc CW-N c.: t7 %'� 0 : 5 tt.21.,tG;n.s1..sIa_J65,v,eta..64c s.r1Gaw lste Association, Inc. 1 OLD is-Gas 7/27/1 DAM 07frrft7 O 1 4268 Westroods Drive T DRA4,7NG Flo P11404:(305)871-1530 Fu:(105)871-t531 ' ........... �Gr 11� 0 9 otl:at4eadaoLcom West Polrn Beach, FL 33407 3 /yy... M-OD06119 17-107 • �rvryflL• ���ttiLy YIALIER A.TLUT Jr.PZ 4 P.E. SE 11WFbtTUREJDATE FLORIDA Le u1s7 s SHf2 OF 20 -W--rt- MY)( fHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES CORRESPONDING MOURNG TYPE FOR CONCRETE OR O% =BLOCK WAIIATIO-n (SM UX391',5 I-G,&H 0.14 S-64--IS 6&7) 1.ANCF<lRS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED BLOCK POURED CONCRETE (A) To DOM,=POURED CONCRETE,(U-9.f'c-3 W) uAztau @IIIAL-1 SU MOUNTING @CERJUG MOUNTING FLOOR MOUNTING - 1/4a TOPCOff OR TAPCV.4 AIM ADVANCED THREADFORM TECHNOI-=TNCNOM AS VAHISACTURIED BY LT.W.GUILDEX.(Wit.fo 3 foD Spot ANCHORS SPACING I EGEND IXO.3/4'ALL PCINTS SOLID-SLT ANCHORS.AS DISTRIBUTED Err ALL POINTS SCKW,EMT&SPECIALTY COMPANY.(W*,CC 3 161 PREMSME MIG("WI UES&N Haas 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS UANUFACTIfRED GY FLORIDA CASTENSERS OLRECr.INC.(Virt.1'.-2 kM) 'DAM I TA.-Cam OR Ileo TAPPER+ANCHORS AS MANUFACTURED 13Y POWERS FASTENURS,SM,AND CGIMLSUTED BY ALL Mtn SORE.W.BOLT&SPMALTI k 1 2115 30140 CC 75 90 12WO l6wo 30T�M-01--F-Tlw-1 0 I_ 11APOCT.AlTh ANINCE-0 CCLIPAUY OR ANY GUIEFt APPROVED LICENSED OR AUTHORIZED VENCOR REGISTERED WITH THE AlIERICAN SHUTTER SYSMUS ASSOCIAT14N,liC, 30 FST fT2 "f flo 1 9 a I a 1 6 16 rcHt4210cy 9 - ALL FmIr.SIAXI-SET 4 1!2� 1.112 ITO 9 a a 1 6 Is OR LM 14 12 10 91 s a 14 12 10 9 a I a I a 6 14 112 1 to 9 a a 1 6 1 5 eL%X TAP W/CAP NOT-M. it i iic, 7 a a C, 7 114 12 to 9 & 1 8 16 6 %4 112 110 9 0 8 _R__L_ -1,-WAVIA VISMaENT INTO POURED CONCRETE OF TAPCON OR TAFCOH WITH ADVAMED THIRMFORV TECHNOLOGY ANCHORS AND T)UTPER+ 14 12 10 9 18 1 6.5 3.5 It 112 10 - 5 1 8 16 6 14 112 10 9 8, 0 6 5 ANCHORS is 1 3/4-.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1127- 14 12 F a 6 14 12 10 9 a 1 6 1 6 6 t4 12 to 9 5 5.5 "I _1_�_ _jS_ 2 A.5 - 'M 14 7 a 9 a 6 & 4 14 14 12 10 9 a a 4 35 A.2)WallAW EfSEDUENT Of'1/4*0 T,3/4*ALL POINTS SOUO-SCT ANCHORS'-HALL 05 7/r INTO THE POURED CONCRETE.F-NO EUBOMENT I LONG IfINIL4ju suouto STUCCO W-1 IS 10 9 )0 8 6 4.5 IRF I a IT,1 s.5 14 44t2 to 9 8 a 6 4.5 w Wo STLCC0 SHALL BE PERUMED. 1/4*0�20 S-&WZkINE SCREW USED SHALL BE 1 1/2 T4-112 to I 177S-315-15-=- f4-I to 9 a I SO 1 5 14 112 10 2 a It 7 t or Mv F-5 th �M EnST,Alto I'MOMEJU FOR WALLS WITH NO STUOM 9 1 8 14 12 10 9 _I i -0.T4 a so a 6 6 it 12 10 9 0 6 1A 14 92 ll 2 1 a 7 4 4 12 TO 9 a 16.51 a &S I- Q 10 8 6-5 5 35 3 k3)IN CASE THAT PRECAST STGNT.PRECAST CONCRETE PANELS.PAVERS OR ANY"'Elt-MR BE rMhO ON THE EXISTING WALL OR FLOOR, 14 iz- 1-Ts 1.019 s a 1 6 C5 14 12 10 9 1 9 6 4.5�M to 5 75-173- T4- :z ANCHORS SHALL BE LONG ENOUGH TO REACH THE"-I STRUCTUCLE SOIC41)SAID WALL FINISHM ANCHORAGE SHALL BE AS I&WATED ON 14 2- it 12 to 9 4 t74 5�5 4 14 12 10 9 8 6 .4-5,15. NOTES At)&A.2)ABOVE.FOR(USTALLATIONS 014 VINYL SID?.M-OR EFS wriN CS WITHOUT LVAI STUDS CONSULT THIS FJ4GINEM FOR 6. 016 7b 6,5 46 1- T- VrSMLLOCtt Will ETES WTTH LAETAL STUDS SEE SHUT 20. it 12 a 8 1 6 1 12 9 a a 6 5 - to a a ez 5 S-5. 14 12 1 To 9 %5 561 3 -14 12 Too 55 7 55 4 3 T4 12 8 65 55 4 (8) TO DZTLNO CONCRETE BLOCK:(ASTM C-90) 4 12 RO 5 5 6 1- 14 22 to 9- 6 tI5 5 475 t4 12 10 8.5 8 5 4 - 1/4-6 TAPCV.1 OR TAPCON WITH ADVANCED THREADFORIA lECWIOtOGY ANCHORS,AS LWtIJFAMRW 6f LT-W.BUXOM - IS F, sa.Cz 1 1-7- 14 1 1 9 a " ±,5]2A 14 12 10 a 1 5 3.5 3 1/4*0.3/4'ALL PUSIRS SQUO-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7--0- 14 12 to 9 9 a I- 14 12 10 9 8 7 5 & 14 12 10 9 7.5 4 3 OS 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS UANNFACTURED BY FLOR;OA FASTENERS DMECT,OTC. liZ T2- I '-i-66 4 TT 12 9 -r-5 6 T4 MS. 7 5-5 4.15 - - 1/4'0 TAPPER*A%CHCR5 AS MANUFACTURED BY POWERS FASMNURS.MIC,.AND MYRIZUTM BY ALL POUTS SCREW,BOLT&SPMALIllf It IS 90 SS 7 it 12 TO 9 7,5 !LS 4 1- 14 11 9 7 7.5 4,5 - COMPANY OR ANY CITKIZ APPROVED LICENSED OR AUTHORIZED VENDOR RE=MIED Mw THE AM-PrAn SHUTTER SMISAS ASSOCCIAM,W� R 71- 7 6 4,5 24 112 10 9 ?,st"1 4 14 12 2 7 6 4. 3 -4 Tz- 14 11 t4 tz to 8 6.5 5 33 NOTES: it T2 11.5,7 3 14 32 8 5,5 4 3 1 6 5 4 3 - ELI)U,44AUJA Vk(TIMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W1 CAP ANCHORS AND TAPPM+ANCHORS IS 1 1/4 it u-IS 9.5 7�S 6 - 14 12 SK3�55-6 IS 3 - 14 12 1 a 6 I&S,4 1-I- WFIR AINAUCCO 1HREADFORM TECHNOLOGY ANCHORS IS 1. -I---I! -0 14 12 110 8 65 5 4 8 6.5 4 14 IS Tots 0 - - - it 12 t to 9 is 44 8-5 7 " , 4 - EL2)feM-A EY2-=IAV,*T OF 1/4'0.3/4'ALL POINTS$"-SET ANCf4CRS SHALL 6---CNTIRELY MKEDDED SM THE CMtRM BLOCK,140 04 at 7.5 Va. 4 11 55 i--S 15 - EUDEDUVIT INTO STUCCO SPALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREll USED SHALL EC 1 1/2-LOUD Loulwix SHOULD STUCCO 4 - L UIUMIUM FOR VIALLS WITH NO STUCCO. 11h i13 14, 121 L OS 7 &5 6 44 7 " . 14 E)JS(.AtV.7 I fi,f, it 17 9 7 1 VO I It 7 64 44 1 5 Its t� 2 E.3)IN CASE THAT PRECAST STONC,PRECAST CONCRETE PA%TLS.PXVERS CR ANY VENEER CE FWS)ON TICE COVIN-5 WALL OR FLOOR. 12 To 9 1, T4 2 TO 8 3 _4 1 SCMD SAM WALL CUTSHES-ANCHORAGS SHtAU-BE AS MICATED 0' IG# SIRUC311RE. 7Z ANCHORS 94ALL BE MW EN OTT 70 REACH THE UA. ti T4-IT5 is 13;�% - - - ISMS 15�51 5 4 3 to 7Z 5 4 3 1 -9-1 STUDS MUSULT INS EIV51NEM T*-11- 9-1 NOTES 8.1)4,B-2)ASOVIE FOR INSTALLATIONS ON VINYL VD14G OR FIFS WITH OR W1.40OT'US tz ffs-9 1 126" 6 5 4 4 t 65 5 4 3 FOR t16TAUARON INTO M WITH METAL SNOT SEE SHEET 20. o 14 1 " -r ZS- - 14 to's 1 $.5 45 19 14 -- -- -- (C) ANCHORS SHALT.BE INSTALLED rOLL(TAING ALL OF THE CECOVUEl-tAlIONS A10 SVJC*==f[S Or THE ARCKOWS vAjIUF&CTU9EfL f2s 12 .5 4 3 - 9 1 -.5 &S 1 3 74-TO'-7 it 10.5 7 : 4�5 - - - MS 8.5 5.5 4.511751- (D) SEE SCHEDULE BMW FOR ECCE OWA14CE(EA.)VERSUS SPACING RELAIMSHP FOR ANCHORS. 9 -1 4-5 14 Sts 7.51 6 5 - - - 12 9 6 4SI 4 1- - - -f4- 12- to 14 IS a 1" 55 10 6-5 5 4 1- - - EDGE DISTANCE VERSUS SPA SCHEDULE -QjN0 IZ--W it a ;66--4 S-4 - - - 6 4 3 Lank(LM M.CHM SPAVIGS ARE,VALID FOR EDGE D.STANCES COCATEO BELOW.FOR E.D.LESS THM4 THE I!XIC=.REDUCE ANCkOR SPACI!4 8 5 4 - - - -I EX UULlIPLVMr SPACING SUM, Ott SCV--DULE BY THE FOLLOWING FACTOR;. 13 -S S 4 0 .14 10's 7 55,4b,- 1 3-5 REDUCED VPACWS CalAnTED USTNG FACTOR SHALL NOT DE LESS THAN V"ltlf b 5 00=0 FOR EACH AtItHOR (PE - 12- 9 6 4.5 4 13'-0, 174 FACTOR TAPPER+ TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP VI/CAP 7,. 5 - - - - ACTUAL 4 1 9.5 7 5 4 - -=- EDGE TAPCON THRMFORM TECHNOLOGY Will SPACIN'S 1 112 9 8 - - - - OtCTANCE 7 r12#1 I I IS TO 45 To IS To To 7 PC 11 r�7 tO.5 7.5 5 4 (D BY BLADE OR E0.0 &5 5 1- I- - film SPACING 3' ML SPACING Y MITI.SPACING 3 TIr Lilt SPACING 3* 3 3/r 7, CONCRETE pOLM CCTcaE t Fus_7 I- - - (1)HV BLADE W1 ETE: ML M-3 I/r ICL M-2 1/7 --i--7 -!-I "!��4-5 OWED-MOCRSE PWW COCRETE OONTir BUICK POURED CONCRETE PO Corvul UOCK Srn 4 - - - - 7 a 34 3 - - - - CONCRETE BLOCK IM EM-3 I/r WL M-.2 11r CD%CRM BLOCK 10 6,5 L*6-5 Cla) HIT WI UN-M.3r 13 ---4--ssTTT I- - - 9 Is's 45 - - - - M FA. I Co. NDOW - .1 - - - 12 9 1 G 9.51 7 14.5 1-I- 1.0 0.90 1.0 0.78 1.0 ME* to 10 6,5 5 1 1- BLADE WORKING -0. 14 -n.Is- 2 1/Z' 0.81 1.0 0,67 1 a 9 A5 65 L4- - - - - - &5 1 5 1 a IN UNISON 0.71 - 041 - f1b 85 15,5 9 16.514.51 1- I I-1 0.91 0.43 - 10 17.5 1 5 t I- I- I-1 1 1/2' OM 95 - -Z 6 14.5 it I I 7- a 1 6 1 4 1 FLORMA BUILDING CODE(Non High Velocity Hurricane Zone: SStii C:017 TILTZECO,vc. ,,lbi A 02017 EASTERN METAL SUPPLY.INC. -,IN N11 ........ BERTHA HVTU 0. E C 0�it4c. KV.MAM#1 W1 OR WIO H.V.WHIM aADE 110 A.S.&A Accordion Shutter System American Shutter Systems ut) Damprioll TILUT TESTING & ENGINEERING COMPANY Wt5 R,�M-S�S�1-05.Vll=a CARDOZ,FIMOA 331C Association, Inc. OLD 15-C85 OF (30S)871-1531 4268 Westroods Drive z DRAWING No QRIp t4l.-C�.[,- {lest Pa!m Beach, FL 33407 ...... U`PEB-0000719 17-107 WALTER A.T. ',.P.E. !- -- /4 FICIRIVA Uc.f 44167 SHEET P.E. 9E DATE 6 13 OF 20 'R Ott I *1 1��i 4s;11 iz;a1zinin;31;31;3 rz izIn;3 rl i3 I= ni.,ZIA an a 8 a's a S a 5 6 6 a 5161;a a a SIGI 5161 S 8 5 is as I– a Slaps Sig a a IS a 6 a r, ... . .. ...... ........A.Will..1. ... .. ..... ........ I lit III it T.1 11 11 to TO... ...... I lit I-I I I I III I I I I lit Illp I I I I I I I 7Tr, I Met t.... Z A P —SE Z;T�E� 0 ;t 17 R. ————————— ———— — �0-;I".'W.��. &0. l,�. gn- ; RN —, ––– : lit I lit I I I I IIIIII I I I I I f I 1 7 1 1.I 7 7rt, , I I g Is 7 Trt.l–, :TI 1 1.ll� I 1-11 1- I I I �p I I I I -FT) ,110 q C)W * "" Im 5? 08. 21 @,-, 0 OM MM zc CC) a ROM :c -41 O;z INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & a HV+ BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIQNS NTO WOOD WITH HV BLADE(1) ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FOR MAX SPAN & A.S.D. DESIGN PRESaURE RATING FOR IN TA DE (1)& VA WORK IN UNISON 7 T�4�OCTAPW.j CR TION WITH B [NO I ADVAIiCFD IL =.z.TECHNOLOGY F7 1/411 TApcct4 OR TAPCOU WITH ADVANCED THREADFCRM TECHNOLOGY W/ 1 1,12-w. PM-_n;vjw'j I T—1-- AGFA W/1 1/2'Wo.PENETRATION OF TPAMED AREA TO MyMil, V2L SEPAROM4 To VOCOD tM*M(SEE TO GL'ZS _00R gt HEADEP- SCHEDULE ON SHEET 15) TK gn 0-1%rtEt 15) 1/4*0-20.3/4*S.S,VACKffl- I (SEE SCHINQ E .7 NIAS @ 0 12'OX. 1 Wn. MAUS(D CR I r urst-jr, OR I F 'X%L7 OR (WALLFLUISH --<DOR '0 TAMON OR TAPCCI1 PATH ADYMCED HEADER RECIAQED 114 THREADFORIA TECHNOLOGY%11 1 1/2 E05,TZIC Z Wtea.SW:PAXIO`l Min,.PCNEr"TION OF THREADED AX�A TO MA TO 0 WOOD HEADER. 0 CLASS; E,SCHEDJLE OU 9fECr 15) Sci-EDIME 0114 SHEET IT)— _4SS(SEE -FAW41GN Ey4TING Z"STL st L '.4'CONT.SILL @ .INSTALLATION PLATE REOD. HV WALL HEADER @HV WALL SILL INSTALLATION @HV WALL HUDER INSTALLATION 1 I - WARATIDU 70 GLASS (5�qC SEPARATIC14 10 CLASS SCHEDULE Off SHEET 11) .1 t— =13 I SCw_0VLr ON SHEET it)— ORS, YY SEPAPATIZU TO CLASS t C=j 2 (M SCHEOULE OU SHEET 11) 1/4-0-20.3/4-Ss. lao(IIE SCRn'S 1/4-0-20.3/4-S.S. '-20 UUTS XNE SCREle's z USING 1/4 1/4"-20 IWIS 0 12* ci Ir D.C. O.C' OR OR @ @ 27.4*COUTJ U000 ftq--- Ira- 108 13.OR L-Eq t ,"7M7 TO k 7 -'7 1 1, "M 1 1/4-0 TAPCON OR TAPCON WITH ADItMICED T"IIE40FORM TECHNOLOGY W/1 1/2- PENEIRATION OF THREADED AREA TO 1/4. CON OR TAPCO14 MATH ADVANCED 1/4'0 TAPCON F 7DIT: REOV, III (SEE SCHEDULE ON SHEET 15) TWO W'00a HEADER. CQ(q FORM TSCHNCLOGY W1 1/1- k�' TAPCON %%ITH%V -SEE sliErr 4 FOR TYPICAL 14t..FENETRATM-4 OF THREADED AAEA INTO PLY`hIOCO FINISH 1/2'VITI.COX THrEADFORNI SHUTTER AS.Ella(.Y. (SEE SCHEDULE ON SHEET 15) zY1=4C MCI-r.4' STMS 0 IS'D.C.MAX. W/ REWD,FLWwCQ0 TO OZ WtiEOALL THRUDED AREA IMO COM�,iXED Of ANY t',AY TO SUIT t/2-UN.COX PLYAWO REO ($a SCHEDULE ON Slim 15) ANY INSTALLA110N. IAV_-WALL SILL INSTALLATION E7Y'r".5 vf:L 2.4'SPUDS 9 16'O-C,MAX.REDD. ATrfCfSO To STUDS IN PLW=7� TO 13E ATTACHED TO STUDS 411 ACCORDANCE ACCSR=� ME V617H 111Ti SSC110.1 VC6 OF THE F.B.C. S_wCTr.-j 230e CF THE @HV WALL SILL INSTALLATIONT—..%of L5 DF 10N FAC_ FLONA BUILDING CODE(Ron High Velocity Hurricane Zone, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System 70kc o A.S.S.A FM RADE#1 W1 OR W10 KV.WNDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shuffer Systems Irv.III DESCRIM" DAI`C Association, Inc. I OLD 15-M 7f2r/1 DATE b7/z7/17 6355 xv.Z601 S,_T_3175 VKWIA G*DM FLM-331tt .-"':XORIDN Fr—a (_305)S71-1530.Fe -.(305)871-1531 4268 %Vestreads Drive 2 DRAWING No -3:Ult—ft.L.— West Palm Beach, FL 33407 5 17-107 ..........�*S\q "10 WALTER A.TVAX J.P.E. 0 FWMA U�0 411,67 5 P.E��9)DATE SHEET 6 OF 20 -----INSTALL-ATIGN—I)ETAILS ONEXISTINGWOOD BUILDINGS FQR�HV & 9 HV* BLADES SAS APPLiCABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BMEIn ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD F70R INSTALLATION WITH BLADE & W WORKING IN UNISON %;40 IfP"'011 2-Vtj'— 'IZEADFOR" TECHIN11cm I:., 7T. 4 .C-a ttasm* 7=0 eEw aCOLVZO. CEL(IF APPLVB=) OLOGY 11 FENETPATBON 1/4-0-20.3/4-S.& SCTF11MM�101111�sv. Of , ED An-EA TO PHLLPS 7RUSS HEAD TO BE CERTnW BY RF DKISITINO WOOD HEADER, 15) REGISTERED W=_-CR OR "ISTItz, WOW all NUTS ARCHITECT PRCQ TO R/,FTE-R 0 24- H (SEC SCHEDULC TRUSSES CR 0 12'O.C. SKITTER INSTAUATION. c4c.PEOU, OR re\ 3e 15 V.1"0 TAPCON CON WITH AMWIXEDI SCFF}f 2 TMEADFOW TECtC4OLCaY 3/4-Loox,Tw, 1!7 S14 4. EO CO--, 1/2*W.,FV.-EW,%TVZr1 -5/ C011LALOV.ILSE Or THREADE 1)AR ao (6063-T6 AUXrf)W/ M SCHEDULE ou SHEET 15) )a 5/1 O'd LAG t�cwws 10 EXISIVIG VIC 0 6'O.C. 11 or or EACII RAFTCR OR TRUSS r tim LOCATE LAG ScPEWS AT @ or PAIMMOTH OF D35111M WOO @ 171,1P (D I _j r L-vasTirr,Lwf 2-,4" 1 _j fr..=01AL L'asrinc—1 OVEN HOLE AT EACH CLASS f(CIZER,PCO'D Fa:tI SEP&qATIOIJ TO GLASS 2'W^ STUD TO ACCEPT PENETWIC"OF THRE4= MSTING I CF.Cat'LE ON SHEET It) rLAss—,' .5/1 LAS SCREW AREA.VAUD FOR CENTER aE �R F TWE_ LVSULLATICUS VITTH 72pa WC SrMlotx. 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V/1 1/2"?X,PENEWTVI R AnFO PE ETRATION OF THFiADED G 17,O.C. TECHNOLOGY Idl I IIV Mk,FEMEIrAT-ON OF THPMEO ABEL *OEID ARTA TO ^%-=�,HEADER.(SEE CF t�,R& EA TO EMSTIN� HEADER. AREA TO EMSTNG%000 i4EA11M{SEE SCTWJLE ON SHEET 15) SCHEDULE 014 SHEET 15) (SEE SCHEDULE 0:4 Si 15) 1s SEE uMO HV WALK—OVER INSTALLATION OVO HV WALL SILL INSTALLATION I @)HV FLOOR INSTALLATION FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone�, ............. 141 e" 02017 tI.TECO.RIC. 02017 EASTERN METAL.SUPPLY. INC. VIC ENS.". V, BERTHA HVTm Accordion Shutter System A.S.S.A. KV. MAE#1 W1 OR W10 RV.WHOW MAX '01 American Shutter Systems IEV.N� O=;UpMM WE MYN By- LC_ * ; TILLri TESTING & ENGINEERING COMPANY 1614.:1-.y zj;�. FLORTA 3316f Associallon, Inc. I OLD 15-085 G7127/133 Wr_ D7/27/17 Ph— (305)671-1530.I-:(335)873-t533 4268 Wlestroods Drive 2 DRAVANG No West Palm Beach, FL 33407 3 'AL WALTMak 4 17—107 ........ rw;m,�L;,-j 44167 5 P.E. S AIG RE/D.ATE SHEET 6 17 OF 20 END INSTALLATIONS HV BLADE ORt1 Ai WINDOW BLADE INTO 21'x411 MIN. WOOD STUDS 2 if 4e+.R'OL9 ' �sTilSiS QLDh �^'2'aa•l[:+L aO00 [fYilL , \ /♦r a c OG \ ' 1. •t ROfA sfws. � � w 6S watK.+rtu) re1RArG 4 r� �_' to 112'OOR OXMI ct= t ' h PLYWOw r 14 [/ f ;; --pC31aG f9a.z' I I as2n:cuss .1 t // ` ; i; - Mitts Cms's!', ill `f ei •�\I r i t r� / \ �; _ L._ m•...f�EOJ t t , i [rtL Srrtt'Kn — .� ur:,1t+aasr�ra Pts / {• o �.-.z/2-WN.Nf - t0 LUIS 86t�„•4tL DA'if� r4tR•JCA. ra. w.t'"•` J # 1g at 9Ela tD 4I.K`4£E tfr rirl.C.'+Y w 4A.2 S`3� 1r 1D1 v:<r tprta ,--q 6f +h6i3'wu. •azsr...,'_ ta• 19n 1'" p[w s a"ao nr`'v ez lfr_ rs- .-1 11 MR W has 19111,�rz. mc,. cac �:c�m /1ll4L LLLSEA PLtaOJ3., .!T NVL I � D[S;zT t9[CA r""- al 3EOr 19[Ori J i4.tiL[�UtE 1JY ra'SM '� 9CtS(1+h ! fSK.L3(}1t tU1 t 9•UPL N eO+1L9 sat r^a t 0 .>gF r rm 2•uu. r �_ - �lot/2•sus. ! {( _ 016 • t,J _ _ . 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PeTI'LtFAIY,,'Y D 12.O.G ta1 t19YAC5A'[ �_•� w DY5 OYe r� q ♦ SEE kT,fiNS QF USE FOR a6t:fJ/•`sO1RJ ..(+!• _ I. - tfa•r�'e 1g)fDIE�YgCa q I tatst.A.OE�ON SHEET 19 S9 04" a91 Oh __"_.��i 1+rot rua Dem i e /j t y +'+ W 74V�e[ , ,2, 1 f> — —_ _ f [ _ 4 ''i! 1 •II-GQ- >!4•Cs � ^`.^wcnaa�! ucw 'Y 'ay^'G•Q{s•�3£x- CZ9=@TR(Gcv`t3 VIEW Y a Cs-f3 i- - n eca� rirsrl a9 L G f'Z7J e3. PLAN £3-V•Of DETAIL END CONNECTION DETAIEND CONNECTION DETAIL t2 FLORIDA BUILDING CODE{Non High Velocity Hurr;cone Zone ,'\t;�,? +L..... j//�. C2017 IILTEC0.WC. 02017 EASTERN METAL SUPPLY.INC. � '1s�cBERTHA HV Tf.I A.S.&A. Accordion Shutter System FM SAE>t w/OR w/o KV.W)NDdN RADE • American ShuHar Sy sfems TUIT TESTING & ENGINEERING COMPANYtry.r: OEstmvmn DATE OaAn:+sr: L(-- Association, 615514-W.!6,^a.s1..--M vc,nu r.�m15,rLow.u1e Inc. [ OLD 15-OES /27/17 Cute 07/27/17 �Ci FAc e.(305)871-1530.F-:(305}877-7531 4268 Westroeds�Utive 2 DRAYANG No s�••.,, \ —wi tit $a Q 17-107 L.— West Potm Beach, FL 33407 s uYLTER A.Teta u.r'.F- P.E. SEAL/SIGNATURE/DATE noROA Uc.I ut87 s SHEET s 18 OF 20 -------., - -- - - ---- � — — --� --�-�`✓ ��°`Yl UUI +fENERAT. TATIONS AND CONDITIONS OF USE FOR BERTHA SLADE ACCORnION SHIM WORKING IN A G ' 62E! VaM ,. `'' ( 1,MAX.As.D.DESIGN PRESSURE RATING:+110,-110 p.J. _ 5 2,VAK.94UM SRM:98' 3,AIDED LS0 ITINGS:A.0.G&R ON StTEEETS 6,7,AS WELL AS a NOUNIUM U.0.T.U&W ON!SHEETS 167 17. ONLY C£tiT£FtuTE5,,/ {807H W/ a OR ARE AL1.05YE0 nSTN Q1 ID.4 y et 5t 6 UST 9E OIN A CE UCED WAY ATaiG�YO CESSS CASSIDE O OPPO`.dt.'G £. M.°.FA E1ro I I I ♦ r I r' S.(A)HV W IPWAI BLADE/(�n SHALL ONLY ALLOW A MAXIMUM OF 5 OPETa.M n ff (3-0 HOLES)FOR 9F PER BLADE AT SPACHMS SHOWN ON sF M s. 4 d+AX-5 Xawas OF VVLNY' CO RCL NCE FROU TOP OR 8D1r04 E00£OF Fi4 1Y1NWW BLADE I I �i. I I r t♦� OF ANY'YC HCLE TCR�4 Si:Atl 6E Ir. All.LYRED AT hY • I VZOID70 BLADE c t (C)FiRaT OR OLAG£COM7.10.CUT FRCU STARTERS AT ENDS MAY BE MY ? WIN NDOW OLAOE 1q ♦ • I • I � ;n ♦ s (q)WWl4170W BLADE Q)MUST BE USED ALTERNNATE 70 A SOLD tN 6u0E�Q THROUCHDUT SHURER'S WIDTH. p•IE J� jf'��J AATE..SH.SI.L ALWAYS BE INSTALLED AWACENT TO A SOLO W t r I ♦ r I 8-� l.G BIAC£t AT FilTICR SLOE OF THEM. t� 8 ZL `i.G SE=Er1D I __ ((EI a01EOCR OdATE t4! EINU N©51 PR BE iNISFD.KI SO TFjAI:MUSTABS FACE tL+E CETER:6R OF TLS£CPEhttx,BEN:Y,Pr<41ECTE0.ITN 1YtJ11CW MUST Be t.0'« CACNa •+ • • I u a ONLY tr7ALUED AND LOCKED USING A MA SCnVIO TOOL PROy1DCD BY ASSA, OuAa.S ca SKETS •_ ♦I `X"aa INC. 10 do 10 TYP�, g'yrgLi FULL HEC1dE. ( 6,SCE ANCHOR V=G SCHEDULE FOR 0STALLATIOtS INTO WOOD FRAVE I PIP d KALUv.OS ON S126T t5.A5 UUtTED BY SPAIN Acro DESIGN L04(SEE NOTES P P 44 OEIi 9g_ i&2 AB=). 7.SEE AMLTtCR SPACOtG SCHEDULE FOR EU^TNSASXINS tM0 POURED j " CONYRETE OR CCUM1E BLOCK WALL.ON SHEETS 12&13 AS UMDEIT BY SPAN AMD DESaO:N I=(SEE NOTES t&2 ASOYE).11 11111 11 If I if 1; 11 111 1 if 1HI B,WVUU SEPARUIOU TO CLASS SCHEDULE,PER ASTV E-1996: (Sx'E PLAt!FOR REQt01jWEtf S) Ly.TCP&BMWW Ty OZt�G,er,i aIJU SEPARATION TO GLASS # --zillNddtED Y.IOIFf 1 1HRU 3 1' tttt'FIFAR'0iJP1 TO to 5'a ELEVATION SEE scF�tLD a!c�T tt`CR mAtdP 4 6.25'DUSTINGC..ASs _ A'ro k'N 7F9s Sk£ET LCR MFOES0)&LA) -a __ 'r .C? ANb WI&TJg OR rj1 (SEE NOTE 4 ABOVE EtffERMATES WJ- ?{EXFER(OR ONLY) \ \ \ ` �4 5 '204 SYUMJCE'LTEPUA3E5 W/22,-,��25 Arco '�•�,� „•''/ Wj0 i�(sft Nc­4 AEOM) PLAN TYPICAL X17 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE ILA SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; - '. 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