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HomeMy WebLinkAboutSTORM SHUTTER (6) f/2C-015 , Florida Building Code Online 0 CC 3 ss q �t �CEi`�,`�D '�iu 02 -err? BCIS Home i Log In User Registration i Hot Topics i Submit Surcharge Stats&Facts ( Publications i FBC Staff i BCIS Site Map i Links i Search Ii Business Profess ib a"1 (11 us%PubliApproval c User e uiatiOn Product Approval Menu>Product or Application Search>Apoll a ion Lis >Application Detail F. e. FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-,Hardcopy Received Certificate of Independence Ft389 R8 COI HV ACCORDION CI NONHVHZ 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 Sections from the Code http:/Awm,floridabtaiding.org/pr/pr pp dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 112 7/20015 ' Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 rSummary of Products — ............ .......................... FI # Model,Number or Name Description L'F- 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ) -Drwg 15-086 (top and bottom)for storm protection ——-------------- .......... .......... Limits of Use Installation Instructions Approved for use in HVHZ: No FL389-R8 II A.S.S.A.-INC. DRWG.15-086.r)df I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.Large Missile Level "W.Max span is 12'm-7'for 35 psf FL389 R$ AEA„5.S,A. INC. P. .R. df i positive ASD load and 13'-0”for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-611 for 155 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See 1 Sheet 5 for other spans and ASD pressures. ............. ...................... ......1 .. ........... ....................... T---—------------------- 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only- (Non-HVHZ)- Drwg 15-085 (top and bottom)for storm protection 'Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R$ 11 A.S.S.A. INC. DRVVG,15-Q85.pd J Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 F089 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.od p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for 75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 i and 20 respectively of installation drawings for other spans and pressures. ..................... 1389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)- C (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RS 11 A.SS.A, INC. DRWG.IS-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P . DRWG,15-094.b for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Contact Us:: 1940 North Monroe Street,Tallahassee FL 32199 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cgayright 2007-2013 State of Florida.::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 mail,If you have any questions,please contact 850.487.1395. Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee*der Chapter 455,F.S.,please click here Product Approval Accepts: set-urjtvml�­,p.lca, Nftw-�_.',--1111 1011100RI-11 A14 hftpl/www.floridabLildirig.orgtpr/pr_ppp_dM.aspx?param=wGE\rXQwtDqvYYHH2vjvx53MwsXdCOtOXfHs6RTTCYUw%3d 212 . •. I - l.li F!r GENERAL NOTES: 1.BERMA H.K.AOCOROION sNU(IFR sYsiQ1 sHDMH ON INNS PRWIM.T EY NWA OOcVNI M 110. LUIS 6EF7i YGMED FOR C0MPlIM10E N ICCORMHCE WAR ATE 2014(3N EDITION)OF THE ROMA B1A1D0f0 CODE Ai6 At�DRON'Xi SNUi1ER SYsm MAY Be NSTNiID AY Hl6H 4110CRY Z02&S OEM WM LOADS SIULL BE OEfEIWA'ED AS PER SECTON IWO OF THE ADM NQAOMED COM FOR A BASIC WIND SPEED REQUIRED BY THE JL MICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE HSTALLED vent A DRECTOW=FACTOR Kd-OAL USHO ASCE 7-10 FOR NSTNEATW4 UNDER 2014(ft MMC40 FW MDI SNALL NOT E7(CEFO THE WU(MIN(ASD.) OSMN FRMIRE RATNCS INDICATED ON SIO•EIS 12 TIM 17.23.20.28 A 2110. IN ORDER TO VERFY THE ABOVE CONIXBON,UtTMATE OEM WIND LOMB WERIMIED PER ASCE 7-10 SHALL 9E FIRST REDUCED TO AS.D,DESICH WUID LOADS AREA 1; HV BINDER(it d& BY WAWLVUM I HOf BY Me N ORDER TO COWARE 7HIESE W/MAX.(ASO)DESMN PRESSURE RA727GS INDICATED ON SHEETS 12 THRU 17.23.25.28&210 GENERAL NOTES SHEET t IN ORDER TO VERIFY TH\T ANCHORS ON THIS REAL.AS lES1FD,WERE Nor GLA'N.5TIRF.SS£D,A 33 x nNcr6rA5E N ALLONABLE LOWS FDR tWNo LOAos WAS PJTGI USED N THEIR ANALYSIS.BERIFN SYSTEM C7p7pYJNE7Nt4 1-211 SFEEF 2 H.V.ACCONSIM SHINER SYMM'S ADEQUACY FOR W40 AND!ABLE TOSS!£IMPACT LAPD WS 8F7RH VETOFIMM N ACCORDAN E WRN SOCTON LOW OF TE AMC MEINTDNED CODE AS PER ATL SYS1EEM37 11 COLSONS 21- SHEET 8 REPORt4 -MV RUDE 1010214,01-03.(0716.01-03,ft6D4.OI"-0,f12t4A1/-45.#017.02-M/060.01-10 AND 00210.01-/1 As PER T73 201.TAS 202 AND TAB 203 PROTOCOtS ASSEMBLY 88-53 pH�S�HIECE[4 -FM WN00W BLAME 9/0505.01-08 AS TAS 201.202&203 F1ROTOCOLS AND 0723.0-08 AS PEA TAS 2a2 PROTOCOL. AREA��r Am HRW�NDOW A -HV BLADE©/04220-os AS PER TAB 201,TAS 202 AD TAS 203 PROTOCOLS. J{AAJ404.OEA" ` w ''� ',,,. TYPICAL SHUTTER ELEVATION&WES ON N.00KS SHEET 8 2.W SLAK@ANO W MADEOW 041H 2RIED TO WORK N LHON WITH EACH OMER N AREAS WHERE THE DESIGN PARES TWODON FROM FIND ZONE 8 TO INTERIOR ZONE 4.EACH 067AUATION DETAILS A-E,CONCREVOLOCK SHEET 8 WIND ZONE MUST BE CLEARLY DENRFTID IN ACCOROWOE WON CHAFM 30.OF ASIDE 7-20 STMOAR0.ALL MOUNTNO CONDITIONS AND FASTENER TIM SCHIMES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L,tbFlCCIEFWDCiC SHEET 7 COT!>WWONDNO WIND ZONE THOS SHALE.INCLUDE RDDNRADIIFNts NOR NEL SEPARATION TO G.ASS DIELWATION OF HIND ZONES 4 AND 5 AS W'FRL AB V/NJOfY OF COMPONENTS FOR W OM 1 CI NTERFIATE MAILS W SHEET B &2 ACCORDION SIMERS SYSTEMS FOR CRUM WOO ZONE SRUL BE PREPARED ACID CERIUIID BY A FLORW REGISTERED DAG04M OR ARCNfECr BASION ON SHOOING CONFIGURATION AND ASCE 7-H)SWOM AND SHALL BE SUGURIEU TO THE BUILDING OFFICIAL AT THE TOLE PEW IS APPLIED FOR. CIE NiF,t01ATE AITOW7EN0 MAILS W SHEET 9 FN BIADE&m W MMOM BLADE Q ARE LNDINEam TO WORK N UNISON mu mw amm umm THE CFNEIUU.LHOrAmm AND 001DRDRS OF USE IFDNGOFD ON SHHT:7 2& CENIFRI.WTE DETAILS NO SHEET 10 ERM CDNNECRON DETALS 1-6,0 WCRIEWOLOCK SHEET/7 3.BERINA H.V.ACCORDION PINS ON SCRnVA USED AT MADW OAKIOE AND FOR DIRECT MCUNF COWECUOM TO TRACKS Bf1All.BE f 14X2.76 AND 14X1.76 RESPEVIDIAMY,410-W MNNUM VMOMIA SPAN TABLES SHEET 12 SAS�APPPLGCATORS.REISTEREDSIM SCRM WITH 3S WON AAERICAM ITER SYSSTEMS ASSOCNVO�PINS Y S 8 R THE BE WWIRIGN i Of 1HENR WM BERM HEM.MINI COATWEO S!S[EM As MAINJFACRG.PED BY ANCHOR SCHEDULE-t76NLEElE&(ADCK SHEET 73 ANCHOR SC HEDM-CONCRETE&BLACK SHEET 14 4.ALL 6005-13 ppIIISKJp4 SFWl BE ALIITHIILI ASSOCIATION ALLAY AND IEIAPER AS INDICATED ON SHEETS 2 AND 3 WMNIM Yi1D$FREIWM FOR 6003-]D AIRDY IS 31.7 IaE AE10 36.7 W ANCHOR SLE-CONCRETE&III= SHEET/0 FOR 6W3-T6 l3EOY. ANCHOR SCHEDULE-WOOD SHEET 18 S.ALL SCRBVS M BE sTxnu Ss STEn.304 OR 316 Asl STILETS OR CORROSNON RA5wAW COATED comm sm&A4 PER M 50016 WIM SO Wl WL YGD STRENGTH AND 90 W1 NEL TENSILE ANCHOR SCHEDULE-WOOD SHEET 17 SIRE3NOOt&STALL COMPLY W/FLORIDA SUILOM OWE SECULN 2411.3.3.4. INSTALLATION DETAILS M-R,WOOD SHEET 10 0.WL75 TO BE ASTM A-307 GALVANIZED SIEn.OR AM 304 OR 316 SERFS SEATLESS STEEL MM 35 kWI NMMIAII YUAD STREN M. INSTALEATON DETAILS S-X,WOOD SHEET 19 7.SEE IHE MWZ M S MINS FOR ANCHOR SPWWAIM M W BLADE :1314,13,16,17&MA ETD CONRECEDN DECD S 7-12&X.WOOD SHEET 20 NY SIADE :26. W BUOE 3 QJ) WORIQD N UNISON:13.14&18 N;EA. 3: HV_.BINDS Q)ONLY 8.THIS BFWHAkM ACCORDION SHUTTER SYSTEM BEAM A US PATENT f6'779A82.COMFONEHIS OF THS APPROVAL ARE CO EREO.N.WHOLE OR N PMT BY U.S.PAk71r/6'438.1)9 ISSUED TO TYPICAL SHUTTER SHUTTER ELEVATION&N OT13 ON LACKS SHEET 21 EASTERN META SUPPLY.INC. NSTANATHON DETAKS AA-G6*.C;WW E SHEET 22 9.R SMALL BE THE REWONSIBiR1f OF THE CUMMIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUM IS TO BE AIIACHED TO[HAIRE PROM ANGRdpAGE.WHIRAC.TOR 70 CENTFRYATE DETAILS NO SHEET 23 SEAL/CAUU(ALL SHUITER COMPONENT EDGES WMOI REMAIN.I=FASTFRWO N CONTINUOUS CONTACT MR THE BUILDING TO PRLVExr WND/"WRUSIOK ENO COFBEN.`TJDN DETAILS 1-8&X o3NCRE7E/BLOCK SHOET 24 10.EACH UNR MISE OUR PERMAHFNt LABEL N A VME PLACE WITH 1WARMNG NOTE:DURM PERIODS OF MRM04X WARNINGS HM OWNM TENANT.OR CIFUM MUST PROPERLY CLOSE ALL WAKIMCAE SPAN TABLES SHEET 26 W AND HO COOERAM AND ENGAGE OR LOCK ALL HV AND NO LOCKS. ANCHOR SCHEDULE,CDMCREIE SHEET 28 it.wim 1PNUFAO mws LABEL SHALL BE LDCAIEO ON A Romy 1ASIBIE 1DCATNXN AT ACCOROMN mom N PGOoRDAHm WRH SELION 17106.5 OF FLORIN BURDINO CODE.ORAE LABEL SWILL BE PLACED FOR VERY OPENING.LABpJNG TO COMPLY MIH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE AM 4• HV MOM BlAt1t: &ONLY 12.BERRA KV.AOCOROIDN SNORTER SYS WS UWAUAMR SHALL COMPLY WON SPECS 40CAIFD N TNS DRAWM RATS ANY MAD2W AND ZOf m KOXATOO PROVIDED BY THE JURSOOM WNLIRE POW IS APR"TO. TYPICAL W8ND0'8 810E&"Ill W OCTAL SHEET 27 13.(a)THIS P.W.PREPARED BY THIS EICKER IS GOMM AND DOES NUT PROVIDE WWORMAOION FOR A SITE SPECIFIC PROJECT;L4.WHERE IRE SIDE CONC010NS OPM1E FROM THE P.ED. IYPK'.AL SHUTIM ELEVATION ���.,�SSHEET 28 (e)CQ�NLWR)RTHE CV DI w DET oAnEU 611E FOR D .PURCK%%ANMXTCM D MIAFETY AT SOLE I9 M LIFE SAFEW Of N!S RAP PRODUCT. BASED OH THIS P.E.o..PROVIDED HE/SEE OOCI NOT DEMAAtE AM 5: IN WINOOW_-_flLAl�F+SILONLY (a)THS P.EA WILL DE CONSIDERED IWUD IF AMM BY ANY MEAN& DNWAIATDN DETAHS,METAL SND PALLS SHEET 28A (d)SITE SPWFIC;PROJECTS SHALL BE PREPARES BY A ROM RDOLSTEMD ENGINEER OR ARCH13W%WA WILL BECOME THE ETMM&R OF ROODRD((E�O.R)FOR THE PROJECT NO WHO WILL• � BE RkSPUME FOR THE PROPER USE OF THE P.EO.ORDIITR OF RECOR06 WRNS AS A DER£GAIED DIGI NEER TO THE PIED.ENGNEER SMALL SUBMIT TO INS UTTER THE SUE SPWFC DR}M'm TUR moi. (o)ORIONAL P.E.D.STALL BEAR THE ALAE AND ORIGINAL SEAL AND SMMIURE OF THE PR4F>S5 WX EN6NEFR OF RFGORD TNT PREPARED ff. R M1DA BUILDING CODE N h Wocity Hurricane tone m Vj1\111 fl//AAIry 0 2015 EASLERtf FfETA SUPPLY,IMC. THIOBS DRAWER PERMITS IN hONLY BE USEb !7F EIORIDA .....,,``�� a jJf ,A'r��'�� BERTHA HV- � '... Accordion Shutter S stem A.S.S.A. v i#ADE T N r DTA,E T�r e A tF;• .. = AMertaan,ShtNlhr SyaierrLa 00CA!" l DAZE ORM BTI v TILUT TESTTNO Ii ENGINEERING COMPANY �SIAiEnc • •-~+ bus M.rA 3aL%SL N.Daa VfWW aW00.ROAM JS1 263AsIWeaIWn. Inc.Drit - aD 11-SH of/ialiB oAtL• 04 13 t TCF�� PMo t4:(30*e7a1-I&V.Fat:(300)871-1631 4288 Westroads Drive 2 DRAWING Na ORI :���` tplaxeaoLcoaN West Palm Beach, FL 33447 3 _ P.E. Sf4ifii�i�i�jOAKtE 6 FCR%.EDW MAK YAMS 4.6x7 1 HV SOLID BLAQE 211)( BLADE O O (J)HV UNIVERSAL FLOATER am RTWIER ED UNDER US PATENT/ 179 COVERED GM-7UNDER 5 ALL PATENT TEMPER USE QUALIFlED FOR USE W/NV BLAK tO&( ?BME ® W/ 6009-T6 ALLOY AND TEMPER Q W/ 6043-76 ALLOY ARD TEMPER 'SEE UMITATIONS 0 OF BLADE®ON SHEET 28 BLADE 1 & 8083-T6 A TEMPER • 6083-T6 ALLO ANDQEMPER .124' .045' �• .994 h 0 2 ® WALK—OVER TRACK• 0200 BLADE 1 &© QUALIFND FO&US W HV 6 BIADE(1)&n ®HV TRENCH TRACK QIbWFlED FO W/ F1V 8063-T8 ALLOY AND TEMPER 6063-TB ALLOY AND"fEMPER QUAU EDFT OR U$E W/W ® O Y 1��V_ RAINGUARD & BLADE(BOR 2 ONL. 8083-T6 61, AND TOWER 6063-T6 ALLOY AND TEMPER Q6M.I BL FOR USE W/ HV t• BLADE 1 &2. - VARIES 1.936• 6063-T8 ALLOY AND TEMPER L91Y k gJ• O8]• •� .003' ,�O9J• • i •d • 670 1 1.886• 1• 670' • 11 HV CEILING•HEADER1© HD CEILING HEADER/SIL 1S FlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED063R•TB E W AND T�PEI("ONLY QL WFlED FOR USE W/NV BLADE 1Q 14 0 SHD CEILING HFADKR,/SIU, SEE SECTIONS FOR VAU SEE SECTIONS FOR VAUORY. QUAUFIM FO USE W FIV 6083-T8 ALLOY AND TEMPER 6063-T8 ALLOY AND TEMPER BLADE 1()ONLY. QUALIFIED6fT6 USE ALLOY AND TEMPERO&O 6083-T8 ALLOY AND TEMPER COYPOMENT A B T1 72 BL'PUAADE X Y t % Y MIN.l Ali 2• 2• .125 1' 1• ae2 © r Y um. 1/8' 1/8• WO 3' 3• 0.6Bo ® r 5•WX 0.192• 0.192• W(g) • 1� �1QE AWMINUM ANGLES I® 2.5• Y MM. also. O.IW NYQ ®-CORNER POSTS QT1w FlED FO USE W NV FlED FO lkE W/ttV QUALIFIED FOR USE W/W ' BLADE & BLADE�1 & I BLADE (SEE SCHEDULE 6063-76 ALLOY AND TEMPER ' 6083-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEN ER ,1t1t6HN16161pE FLORIDA BUILDING CODE Nm High Velocity Hurricane Zone i ``♦♦♦�Q`'o�C�ry . ��4,' A 2015 E6rEAN METAL SUPPLY.OIC. 1r� •.9 r A■S■S■A■ BERTHA HVTM Accordion Shutter System ,e/^ V.BLADE 1 W1 ORA 0 N.V.WINDW OWE R N.V.BlAOE •.•�F * TILLR TESTING h ENWHEERINO COMPANY AmeHOan Shutter S�Ietems W. DEVAIPM d11[ DRAWN 9Y: M.L. 0 t$.� e33a I&w.3em 6l.a.3oe v3esla oAIMM Rpm&331 Association. Ino. 1 060 11-NI NA-V13 oAm M 13 15 P6an.:(sos�I-law.rox:(3oe)6�t-1x11 4268 Westroads Drive 2 ORAWNG No -ONAL6ENdg01 M-00MI9"� West Palm Beach. FL 33407 a 4 15-084 nom Il P.E. SEAL/SIGNATURE/DATE ..I"16' ° 2HEET 8 e 4.676* 4 660• 9 - .746• 93' 1 -306 14 1aFIATa CAST ENlYEL /4•_p P •� (2 .) BVaD PAKM �p- m TWNM e .31 21 HV CENTERMATE •� )a M3(actow ( ) AIJFlED FOR USE W/ HV BLADE tO ONLY ® -LS�SrKHV EGRESS LOC 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/HV BLADE(g&& 1 ONLY s' QUALIFIED FOR USE W/HV QUALIFIED OR U /HV 6063-T6 ALLOY AND TEMPER BLADED& ®ONLY. BLADE I ONLY. Q AUFlED FOR USE W/HV BLADE 1 ONLY 2J74' 8063-T6 ALLOY AND TEMPER HEAD 18' 9 af SCREW MOLDED Ll-f- RriEnNa 5r f O 20 RIVNUT* *SERIES 94"AUSOMM(2024-T3 AL1"MHCE nARGE THIN SHEET NUMM,PMr/0620.As 1ONUFAC711RED aY AMM PIAN PRONE OVATION HV MALE poiC,NIgRMAM CHOW 71DUORN.PAliWWM.NEW.10W 070H OR BMW- LOWER LOCKER FOR 1'T- LOCK CENTERUATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY ® ® "HV T" LOCK ® HV ALTERNA11VE 6063-TS ALLOY AND TEMPER QUALIFIEDFOR SE QUALIRED FO�USE W HV QUALIFIED FOR USE W/ HV BLADEONLY QUALIFIED FOR USE W/ HV BLADE 1 ONLY 14/I(y gV{pE 100NLY. RUDE 1 ONLY. 6063-76 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPEff 1417 1.9 2 •r� d181 3 0 - 083• yTj11A1NBRIRN 214•' •� 2' � ��� .214' FA. q .546• o N 0.875.WM. 1.125'Wt OP .CR QUALIFIED FOR USE_V LAD 2 QUALIFIED FOR USE W/ HV BLADE 1 & 2 606 - V AND ZEMMPPER 6063-76 ALLOY AND TIN. EMPER m QUALIFIED F &O 1/4'0-20 SS AE113.t1R 3/6'1-16 -6 ALLOY NO TEMPER �RN ACEVL TIAIIHSf (SEE OEINLS *I/2' *15' �° MWER OR KEY 1.57 Yf ® LOCKING RODA q1114*0 QD ED FOR USE W/ HV BLADE © 5• HD LOCK 6063-T6 ALLOY AND R ©tIV 3,�8'$-16 ACS " — BY REGENT HARDWARE MaRnSE LOCKS sERES 2333 HOOK BOLT LOCK. REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV GLADE lO,(9 ED AT TRACKS FOR PROPER EMBEDMENT QUAUF) FO 11W BLADE©&Q QUALIFIED BLADE 1 &O FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone ���`��\.'���,•:,r����ii''i ®2015 VSrEnN MESAL SUPPLY,ING. ucEA1 BERTHA HVTM r� tL E C O iwe. A.s,`S'.A, Accordion Shutter System *� 7� •�I_ American ShuHer Systems y ll W OR W/O ILS'WINDOW BLADE$KV�11, TILLIT TESTING k ENGINEERING COMPANY oEsc9 FM w1E DRAWN BY. M.L. �., STATE OF A: W6S KW.3WL S.Sh,303.NutµGAMM numn 331U Association. Inc. 1 01D 11-11 04/13/15 Doe O4/1V15 PhPW:(3W)37I-1530.Fat:(305)871-1531 4268 Westroade Drive 2 '••....:.••'�\����` tut..o d.— West Palm Beach. FL 33407 3 SWING No ' ONAL�` .` waTE®A T0.LE�IJr.P.G . 15-084 it `"``` FLORIDA Ite./44167 a SHEET 2e P.E SEgtJ�EIG�IA}l1RE/DATE 3/6'0 41 SHUTTER ASSEMBLY SCHEDULE FOR 4 3 HV 1 HV 0 AND HV Q BLADES. Q HV BLADE 1 3 1® HV BLADE 1A 1,as N 3 2U HV BLADE 2 R N 1® or HV LONG RECESSED NYLON BUSHING 1. N ® HV SHORT RECESSED NYLON BUSHING 31se ® HV NYLON HAT WASHER EXTERIOR HV WHEEL CARRIAGE AISI 302-303 SERIES 41 aT�• vJ a 0.870"x3/16" THICK NYLON WHEEL. i ! 0.188"0 AISI 302 SERIES S.S. RIVETS 3 1 or f 4 or ® HV 1 3/4" ACCORDION PIN W/ /{8 HEAD �` REQUIREMENNOTE TS) i 1Q® ar® ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ! EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ox =rQ(SEE SHEET' 27) Uo M, E(IMUN UAW TYPICAL SHUTTER ASSEMBLY (1)HV PIN®SHALL ALWAYS BE USED AT ALL EXIMOR SCALE: 3/8' 1• HV PIN®OR®AT BOTTOM KNUCKLES OF HV ACCOROWN SYSTEM W/HV0 OR BLADE'SRKNUCKLE. HV O ME 40.324 (SEE NOTE* FOR (2)W PW®MAY BE USED IN LIEU OF 0 AND ONLY AT TMP I" 3 REQUIREMENTS) DMOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVQ2 13LADE WHEN CORRESPONDING TO INSTALLATIONS•CO•AND'OD•, SHEET 22. •6j (3)HV PIN 0 OR 0 W/1/2.O.D. 1/16•THICK S.S.WASHER SHALL. Ht B'USED IM DIRECT MOUNT INSTALLAWN PER DETAIL X. WHEEL QARRIAGE DETAIL ASSEMBLY LAYOUT N.T.S. N.T.S. `111111111111°p//� FLORIDA BUILDING CODE Nm High Velocity Hurricane Zone ......•.•'•• i 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM IL E C O �ty�. A.S.S.A. Accordion Shutter System i ��I .i* V.BIABE 1 INOR V/0 H.V.wI M BLADE k H.V.BLADE 9 E`Q� TICCIT TEs71N0 ENGINEERING COMPANY Amertcan Shutter Systems Lv. X2,131 DATE DRAWN BY. M_L 0.767 AW.3MU St.6b•3w.1°R`"`a"^Oaa ems"331 AeeoclafloD. Inc. 1 ala 1t-w 04113115 ate oa/13 1s '•i���ss- .,,`•`G — Ph— (xs5e7�s �ye t-1531 4266 Westroads Drive 2 DRAWING No (yAL E West Palm Beach, FL 33407 s 5—Q84 ',''�//O/lllllllll„`11„1` WN-TM 1Jr.P.E 4 P.E. SEAL/SIQNATURE/DATE FLOROA U.144167 s SHEET a28 " ►NOTES ON FOV LOCKS AND CENTERMATES: A Y C e • x N U s T d 1.MANDATORY CONDITION jL•ONE tN LOCK Oar 0 90a BE USED,AT t j2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUf1ER SPAN FOR SPANS UP M 105',AFNt TOR 1457 TANS T ANY ELLVATIOLL HV W0R0 a MAY BE USED AS AN INSIDE OR CU3ME LOCK.AMUMED T0�OR cENIERLUTEs w/(2) 1/4`r2D x//2'LONG FLAT HEAD SS.M.S.LOCATION OF LOCK SHALL BE AS I CALM ON rYPLraL sHunER ELEVATION 2 }' fj;IF DESIRED,FOR BETTER PERFORMANCE 0 FOR SECURIY PURPOSES UP TO TWO HV �e R nM OR� YBE AS �IX D E(A(N INSIDE OUMDE LOC$.CONN&IIOB OF LOCKS TO Cama am —�" lOK.A OF LACKS SHALL BE AS RBTICATED ON TYPICAL SHUTTER ELEVATION. V J. OPTIONAL QW=W 12 Of"ONLY MEN M&%Mff QMM#11 QR UNITED MANW=MOM • is I)Y113N+D N.V.tOeKsh LOCKING RODS ARE NOT REQUIRED AT 11fbWE POSITION.BUr MAY ° 4 5x 0 m�4 4 USED IF OESIRED TO EN}1ANOE SHUriER PETi LACIONG RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). t7 4.ji6pp(AUAI ONE HV LOCK�} 1 BE USED AT CORNER C£NTERM0.TES FOR ANY SPAN !WD I MLATN3NS A7 ELEVATION. HV LOCK 2I °r SHALT.BE USED AS AN WISIDE OR INSIDE LACK, ILII ATTACHED,TO®COR!!ER CENTERMhTE W/(2) 1 4 X20 x /j2"LONG FLAT HEAD ss.M.S.TWO LOCKM RODS AT TOP& BOW= BE USED.LOCATION LOCK SHML BE AS ININCATm ON TYPaL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DErERMINm AS PER SCHMUES SHOWN ON SHEET 12. B' �4 •ONE ALTERNATE HV LOCK MAY BE IN LIEU OF LLV LOCK of OUR ANY SPAN ANR i list DIST TLD45 AT ANY ELEVATION.AL LOCK_ MAY BE USED AS AN DE DR DUTSIDE LOCK.ATTACHMENT r O 21 OF t/4""20x3/4'S.S.THUMBSCREW TO 0 OR¢ETA CENIERMATES SHALL BE MADE Wj 1/4"P-2(x3/4 ALUM. i RNNU7 AS SHOWN 6N SECBOtt FIVE:SHEE7$.6N LOCK SHALL BE USED h7 1J2 6F SHUTTER SPAN DR TWO 1 r Hs LOCKS AT 1/3 OF SN"M SPAN. ;NOTES ON HV "T" LOCKS AND CENTERMATES: 1_ SEE END •ONE ALTERNATE FHV'f'LOCK MAY BE INSTALLED M LIEU OF FN LOCKS OR FORSIDE ANY SPAN ACHMENT CONNECTION OFt OF t T% AT SUSING R NFORC NG rATION.ALT .AS USED AS AN INSIDE h SHOWN ON SECTION W.SHEET'B,WHICH Usi BE FULLH ON a r s x x o p a x v r x �7 SHEET i1 TYP. CONNECTED TO CEN ERMATES®AND W/ 1/4'4-20 x 1 1/2"LONG S.S.THRFIL'ED BOLT W/7/8"0 x 3/32` FULL HBGHf• WINr,NUT OR W/1/4'"20x/'S.S.M.S.0470 A F/4 4x 5/B'RMFUT.LOCK MAY BE INSTALLED AT MDSPAN OR 12` OF CORNER 1dMtp,1UM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCIONC RODS®TOP AND MOM IS MANDATORY. CEN7ERMATE t al�w©+ 7Om®m i0 +�3 oR 0 0+© o o ® �.,�� 11, AN,AN.�� AT:ONE VAHON.AL7 HD TECO L MAS USED IN LIEU OF 6 + ca B + + at HV LOCKS OR FOR ALN SPAY AND WSTALLATNXIS AT ANY EtEYATIDtt.ALTERNATE H6 LOCK MAY BE USED LOCK.ATTACHMENr OF HD LOCK @ m RESNFQRC£ME47 RLSER7 SHOWN ON SECTIONS HD8-MB AND W/3S EET 0.0•LOOK MAY BE AND�RWAt2E0 ATS ,•�+�u1.®+®pe�+�m�g MOSPAN OR 12'MAXMUM BELOW OR ABOVE MIDSPAR USE OF LOCIONG RODS®IS COxPI MY OROM- 1-YPICAL MHV BLADE SHUTTER ELEVTA ipN�I lJ N.T.S. 1tHM ttF7 FLORIDA BUILDING CODE Non High Velocity Hurricane tone Q\�.••'.tffi ..... tJT��i�� 9 2815 EASTERN METAL SUPPLY,INC. y �,c�N ' •;�� `—IA S S A BERTHA HYTu y Accordion Shutter System .v am il W OR Ito H.v Wrlloaa Ma&H.v eLADr American Shutter Systema vmea„PtnAw ORMGY: Md. 5r `^72�QF TIWT TESTING & ENGINEERING COMPANY Assoclatlon. In*. 1 aw 11-194 ayu/0e wtE acJt3 is O`•, :C: am Kr.Sas.S1,S1n 3A MW"GNMA n0WA 331 pt° ,(303)871-1530•Flax:(305)871-1531 4288 Westroads Drive 3 DRAwiNG No r ��1° °E West Palm Beach, F1 33407 4 15--084 P.E SEAL1 IU��iATURE/DALE nartm L'° f 4+sar 6 SHEET . OF 5 POURED CONCRETE POi1RE4 "•-�"`� POURED CONCRETE ANCMDI2S PEOIRREOR DR ETE DtAt2t CONCRETE ANCHORS 1 4•WE�.3/4-M RC QUIR E REQLRRm SCNtniitttE ON CONCRETE AN CHO SNEEf 13) (SEE SCHEDULE 13E)DULE ON NUTS f6•tt"O O.C. (SEE SCHEDULE ON ) 1. 1. 1 ® TAR 1/4'I-20x3/4'S.& w". 1 OR 18 RTE SCREWS rF USLNG 1/4!'-20 NUTS O 12'O.C. E . f2. a 'Max, - - 13 as 5 -- _.... �� . D sso'Afas OPTIONAL 1 II -OPROWIL Tf ssmle w sm �o , S Mgt sFPARAigN m CLASS (�9A. 1 OR �N'-.= me st7miE ou SHEET 12) E)OSfDlG ; aA3tsmA1® YIN.SEPARATION TO%A+SS 1 GLISS FToSifNc f-(SFE SCNEDULE ON SHEET 12} A G1Ass = BY WALL HEADER INSTALLATION HV WALL HEADER.tNSTALLATidN ' KH.SEPARATION TO CLASS E%IgSYti(' (�` ' "—'(SEE smmx IE ON SHEET 12)— Cm 2) 1 -Cm� , , --DOR 1� ' Met.SEPMAHON m cuSS CH (SEE SCHEIJULE ON SHEET 12) C1A55 1s 1OR MW m�rO yy�yy, ,���yy, , #$9Wmsg OOSRNG I ',�.•—oPTlaNiu. �' " OPRONAL i !I 1/4'Mas, _ _ ( 13 oR©5 /2' D. � ___ 19 -T,;. 3 OR -- 4 -- 1f4 f-Zt)x3f4'S-1-L MACIENE SCRONS(MING�- EO- - I VCONCRETE ANCf10fIS TRUSS HUD 1/4%-20s3/4•S.S PHIWPS 01\-.CRETE ANCHO 1 18 1. 1/4`-20 NUTS 0 12'O.C. (sFs SCHEDULE ON WT 4'F-22S0 N�Is (SFE SCRFDWE SHEET 13) Tea. CONCRETE0Lar34CONCRETE POURED CONCRETE SHEET iJ) . RFD CONCRETE OR REQUIRED {SEE SCHEDULE ON eT xQ d POURED caNa�TE SNEER 14)ANaTo� BY WALL SILL INSTAUATION OR CONCRETE BLOCK _ WALE,`�E01RRED Ij}rWALL SILL INSTALLATION ROTE FOR OM1319MM Or — — INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPMJV.SHUTTER •E.D.-EDGE DISTANCE ASSEMBLY ♦SEEEaTKx+s OF USE roR / A D 2 MOUNTING SECTIONS CAN 9E 014n3ttED (SEE SPEceTrATToNs ON SHEET 14) " "ON SHEET 2e �,IJ HV BLADE W ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE on Ni h Velocity Hurricane Ione NAQ lots EASN METAL SUPPLY,RD "O'O I1rrr`� " RShutter HVm `4 � \cENs••:�� /17EC UNC. A S A■ AccordionSystem Y,13UOE 111, DRY 0 N.V.YANDOW BLUE k HY.BLADE Shutter Systema ,rr,,,, DRAWN Or. ALL 71WT TESTING&ENGINEERING COMPANY Association, Inc. I me 11-191 04/13/13 DAZE. 04 13/15 M$TATE OF ' e33a N.M.3GR SI.54 003 171L7M OAMENS,ROeM 331 4Q.-c enoa.:(aass}er1-Isco.rme:(wa>�1-1sa1 4268 Westroads Drive : DRAWING No A �44�: .-maa.6TNcoae j. West Palm Beach, FL 33407 3 tr •.......• .� ES-0003x9 15-084 rrrrrfs`s/Q ALti�G''��, WAVER A T11R 4r.P.C. 4 P.E. A2r%IB{tibM'�RE/DATE �oRnn'Ls �'4,st 5 SHEET 26 POURED CONCREtE Fl"OnS NLSFNW N ♦ �-' ! mcgrrAwns t C NiCRE16 (SEE SMEBME ON SHEET 14) oaiom omtr OR t A HAAs REWIRED ED B B�2s� rO\R p � �o APPLICABLE E10.S,.Ni, ' /tors+� � E1sslrta ' LOCAMON Tnc srn�vs s ..-t nCR vW 12'asEM AKct R 8 IF=-14 APPLICAHE 4 APPUCAaEIF p t/ .a -t SLAAEH� REQUO" HEAD CONCRETE ANCHORSFINE (g S[HEDt>lE 6N6tt 9tFt3 )82t DR —�a --E D. (SEE SCHEOM ON SEEEt te) i1 jRENCN INSTALLATION 5 PW Q BY WALK—OVER INSTALLATION t��MR SPAKs M (d) W CEILING IN S7q TtaN HV FLOOR INSTALLATIONt Sam(ne!a Stir 12 CONCRETE ANCHORS (SFE SC-ULE own oasTkxE >�>p IXC" WL 70 auT �WNW"w vm,GLASS i —; ' Dt I t/4• ! UAX 6 3 OR 1® itOM314'NEX WASHER - --- / ej r14r3/4' trtX 12`O.C. Ulm SCREWYS O t TF7r SCRETYS O 9'0.C. 14+3/4`S0.S OR t/4I-2p ss us iii COtECIiE7E ANCHORS V s`o c. wj Kut O 4'oC (SEE 10EDHnE oN t t7 OR @1 t/2. t. 1Nn3/4'F.HL SAS. aC. EDGE AP�1Car CONLY2ETE ANCHORS KVEE is(b) POORURED ORCONCREX BLOCK ONsxEET ice) POURED OONCRETE (SEE SCHWAE ON ON BEET 1 OR CONCRETE FROCK StEEkT 15) REOUM Q IfV WALL WA i—QWR INSTALLA QH POFI= - Q NY WALL FLOOR.INSTAI,LABON OONCREM— p HAY RAINGLIARD INUMMOR t INSTALLATION DETAILS W/ t tM IABLE WHEN�Be �V BLADE tb>F PDR C4YeftiWTiOtr aF SE'CtSOti!a •6 A EOCE DISTANCE ADIACENT TO M OR.ERABL9 Dar ♦SEE UA�'[Ai"SOF DSE FOR I-SEE SlAr 4 FOR SWn 5f{UrFQt (SEB SPf CQ`rA110HS ON SHEEI'14) OR Etr1RNECEASSMOBLY memo"dH SfEF 28 MOUNTING SECTIONS CAN BE CON80 1 rr ANY WAY TO sat ANY NSTAtlAt16N 0111"rtE FIDRN#A BUILDING CODE m Nth Velocity Hurricane?ane a4�:......../4r 'Q� O 2015 EANERN METAL SUPPLY.NQ.�3Z; liar•. ticFn�s, BERTHA HVTM * � =Tl C O A(.S■S■A■ Accordion Shutter System Y.aMX A M OR 1/0 IM WINM WX h N.Y.Wa American Shutter Systems my.K ocumm WE I oRAWH er ML 9. •7f TILLIF TESTINO&EKO,NEERINO COMPANY OF As.aeta#Ion. Inc. t «a tt HN artsJ,e aAta w i3 is seas Hca xe.a txw aaa Kass.<xHroue r,aHHx est .� % PMMo:(70e?srt-taw.Fm:Caoe)eTt-,est 4268 Wostroads Drive x DRAWING No 'Ah 910, "'I;, At Wast Potrn 8eoch, FL 33407 4 15-084 P.E. SFJ1t�st�Pt ;RE/0AIE reams.v� !4assA SNEE7 SEE H01T5*4 LOCKING 11=®,w tacke-0 NOT IN r ,—IX�nNG Gins INSTALLATIONS _W,/ 1 HV *00 ALMMIE W,c«0 ON�a f/ BLADE CENTER ATES ��K"0 OR 12 SEE END WALL CONNECTION t0•�°R®•�^®•�� EXISTINtiGULSS D�jAIIS ON SHEM-U-&-2ff ---------------------- (J`lJ•®°"©`O'er 3 1/4- 7. s 1/r r Y,�xt/6SA•-z 8 + w « aA t • 5 a 9 ((003 76 AUO*A A t!2' OPPOSING SYMMETRYCAL ANCHORS�o txsNt31 r cCE*NTE * * NN.SEPAMM014 /tl4 S.Ns_o tz• TO MASS WILS, UIE fttt tEtlr. (SEE AT EACHE( P) IN ON SHEET 12) 5 5 Q vo' 2' � (DVB OUT * ����0•O�p�l tD•� �' VG 10•�"`Q+�°Q'®°' HVA aaanQ•�a® t0=�� rh'C'11E RD coNDHEIE OR +�•�a+©+�•�'^I t0•®°'©t� '®� �EXIS7WGCUSS .UGCWNl '�°"t(�.®"1®'®°" SYMMETRICAL————— — IN — ; 7 g°"( ` — GLASS 8 . 0 9+00.4(& a 9 IXISTIN N E S rnNMAW Qc1Ass 1 �•�"'�'�°"®'(®�" (SEE sGtEnulEMONAL 5 �N a INTM1011) 'p� (t"�'�JppO ON SHEET f2} SE CLASS aPItaNAL - �7 v (SEE SCHEDULE (tNTEI1IDR) --"—'- - -"-- -'---_—"- --_•---"_�_ ON SHEET,2) _ y QUT i ry O' * _ * Q oUT 6 1/2-MAX SLACK oUT ( HVE CCC��7"` —V ** ` 1• VQ t\tl+llnr ITE FLORIDA BUI�LORIPSL COM on Nigh Velocity Hwric6n6 Zane ``��\C�4.�...... ✓ -/��-' 0 2415 PaStEAN&VAL SUPPLY.INC. BERTHA HV /170ric O vnc. ,A.S■S„A. Accordion Shutter System BM f Amertoan Shutter Systems V ffiADE t tt OR 116 N.V.MUTE w DR &NY. M.L �[ TILUT TESTING do ENGINEERING COMPANY �'Ok O-=WPM 041E � Aseactatton. Inc. i tits 11-114 01/13/13 GTE: 04/13/15 H.W.3an se.Sr.3tb VRWIN tWAtM,tial at s1 4268 Westroads Drive 2 PAOne:(305)671-1530.fes:(305)671-1531 DRAWING No '''���g$}aNI�\���*�```` —..I: `�°xfa0D06�`�”lite`�' West Pa(r11 Beach. Fl 33407 4 p ��7A7711/N111f1N1\\N WALTM A.1EU7 Jr.P.E. —Ov4 P.E. SEAL/SIGNATURE/DATE "' r K1o' s 8 H OAF POURED CONCRETE POURED CONCRETE ,Potts@ CONCRETE POURED CONCRETE OR OR CONCREtE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REWIRED ---8< WALL REOIHREO BLOCK WALL REQUIRED REWIRED _1 CONC ARCH EXISTING CLASS '« CLASS 7 O 18`O.C. 2'MIN. T 2' E'S0571EFG GLASS 10 GIM{SEE 1iIL WARATI04W SEPAPJJM SCHEDULE ON SHEET i t ED E ( M OAND TO GLASS IBM SO4DULE f f 18'x3"NAV.CLASS(SM 1 ffi ffi 12 fdt MOM • 70 SWEDULE OE2 BEET 12 FDR SEE tt.ADEHS}AND {BOBa-Te}Gorrc. anoEslDO db1 CN SHEET 28 wR T!z' 2 OR . SRM ON SftF: P FOR ALAN.tCt.LoOcwSETRE { 1EaT i aAts@&O AT�E1mHER SDE 1u1N TlAOEs@ac QA ' elAtws@&Q) OF 9) Q I 4 USE f' R 2'MAX N f!2• TN T� (10x1/2'SATS. (AS APP xt/8"x0'-2" I JIOX112•SAF O 18'O.G ALUMINUM P ANGLE O 18`O.C. -�--- 4 (8083-TB AT MICHDCNr 4 , (2)1/4'r TAPCONs ANCNOIS TO SEE DETAIL xF WALLA i'O.G{RUGATE AT SIDE CONNECTION DR BIDE SEE OEX FOR i Qft\(W7B TO TRACKS �°•Q•pnp•�n SHOE •C�-V"�n B 1 •Q�n SIDE CONNECTION ,pa Q�nt�nCB3•'o'BD.O. SEE oETAL x 4 •{�-'�•_V�/9�-���•,j��,yyJy�01 a[��7nY.:I'�� ®°• '��8''� ,/�r� 6• � TO'TRACKS ©•0•®P'��:J_'S�tf`�' ®•1!•��L!_'��•�' ��YJ'o •�n �rOA•�y,•pp���nO.OB.®M (2.•ldn,(�rY:)1�J•©v !2.•�ndi,•!d_/1„®n s. 9 `Cy�4.J'n4'Y`� U•(�•X�Y�Y®9'_1�`'J`�a® ��LL„YY•�4�9`�9^'Av� o � �•�no aa�na�•+��`c�� C C9 D 1G END CQNN(Ee�CT10N +DETAIL 2Q 03 END CONNECTION DETAIL 4� POURED CONCRETE OR O R SPANS CREAM'THAN ue-O' 00STURT CLASS ONCRET am WAIT. DUSTING 4 4 VQ�12 BT/DE AND CONC 1/2'IAN_ TO CV65(SEE ---- - _- -'- --- V""V'� ON SHIFT ANCHOR O 1 FOR WOE LE ON LAND 0OR{� CONCRETE ---23 sSQA 12'D.C. 5 ON SHEET axe 8 p 4 ----- - - ANCHOR 016. "- - MO. -- 1 2 NTN. _-_ 4 • -�- E- _la NIL _ _ . OR®LTR@OR 2'M0L - BADESEE U8AUS OF UZ 0N 5NEEi'28 til ®OR�OR� OR(t?) �n©'O'O°�•®nDETAI.X POURED CONCRETE CR 8 n 8 CONCRETE BLOM WAIL o'CO O•®® n®a®.p•p•p� E, LLATION REQUIRED ' n ©•O•©n0.O•Q�n 1 HV,BLADE OR Q& HV WINDOW BLADE INTO •UT •�n�8,Uj'•®w Or �.�n i{ 1.I B.pn �•®°" '` `�" CONCRETE OR CONCRETE BLOCK WALL, �NNECTION D JAIL END CONNECION DETAIL® ®•®�®•®�•®aUB FLORIDA BUILDING CODE Ron Ni h Velocity Hurricane X.Ona `��1U •T+ Iltt 0 2019 EAMERN META.SUPPLY,INC. BERTHA HYD M /TiErEco tic. At. t■ ■At. Accordion Shutter System ? AmetiCan buffer Systema V.RUDE tviscRo o 0 H v.twr m K RUDE jr * T1LE1T TEST1Ntt dE EN0INEFWRO COMPANY ML STATE OF •'�� rias Naw San.se,su.Sas,vwcrt+aamTm,Tuonu 331& Association. Inc. 1 ofn 21-111 a/+yfe nME: a4/1a is fir•.---��- Pfwm={sos}eT1-law.Fm :{sos)eT1_1s31 4268 Westroads Drive s ORAWINO No lF.E. ` o-mt.�o•or•oxm West Poim Beach, FL 33407 3'r�ONA1.F�:a```` WAVERA Hoar.h.PE. { 15-084 S�Q!/WUitkffiE/DATE FLORIDA ua!ufer a SHEET s 11 28 sr HEDUL 411 SCHEDULE !9 MAXIMUM SHUT(E1t SPAN 'L+"OR 'L-" MAXIMUM SHUTTER SPAN* "L+' MUM SHunER SPAN*"w (1L).FOR�INSTAL ­­ow N®j�6L OR -L-- (ft.) FOR R 'L (ft.)-INSTALLATIONS + i1Qjg; & or or INSTAl1ATKNMS W/ METRICAL CONCRETE& W/ ONE H.Y. LOCK 0 or 0 or or S<Et W f ONE HV LOCKS MANSORY_ WOOD (t)L+:WXBAUM ALLOWABLE SPAN FOR A=04 HD LOCK®W/NO LOCKING RODS or ONE.HV LOCK or or A.&D. XpOSaTvEAILD DESIGN PRESSURE GMN CENTERMATES &�y W/ ONE HV 'f" Wj NO LOCKI RODS® OR W/ NO LOCKING WALL A B. C. D, E M, N. p, P. 0. L-:MNL AtLOwABtE SPAN FOR A GIVEN NEGATIVE ODS MOUNTING F. K At L R. S, &V. A.S.O. DESIGN PRESSURE RATWG. LOCK @ W/TWO LOCKING RODS®TOP & (SEE NOTE t) BOTTOM SEE NOTE 0 FLOOR/CE7UNC G. H, 1. 11 &d T.U.W & X (2)PROCEDURE TO DEMWNE MAXIMUM SPAN FOR CONCRETE&WOOD INSTALLATIONS O CONCRETE&WOOD MOUNTING WALL MOUNRNGS(TOP/BOTTOM)OR FTAOR/CEBJNG: DOM GEM oiMi wx.wSa wAc Asa uAa.•s0. CONCRETE vt� WALL MOUNIRJG FLOIX7/Ct7UNG PFEMM �•MOWnNo PREmm ���� GKN A POSFi1VE A.S,O DESIGN PRESSURE RADNC. Rom PAM4 R 1141114 Ft00R/Cmm MOLM7fR0 DEIERMINE MAXIMUM SPAN'L+"FROM SCHEDULE. } NOUNnNO Fau3 FLOOR/Ct1LING uw mNO 0"'43 GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. t+a1) to ors-} (f as-Y 1tPOR mGLNMttG i+ L- L+ (7) t-t!A) Lf DEIERMItiE MAXIMUM SPAT'L-"FROM SCHEDULE. 30 OR 16'-O' 16'-0' 16'--0' IW-0" 30 16'-0" 16'-0' 30 161-0' 16'-W PINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE • •»• 16•-0' 35 14'-10' 14'-t0' 35 f5'-2' 76'-70' 0 MAXIRIM SHUTTER SPASM 1t"OR"L-"FOR MINIM DETERMINED SPAN BETWEEN 'L+'AND'L-"o 15'-2` 40 13'-10' 73'-10' 40 14'-2' 15'-2' INSTALLATIONS NTO WOOD S1fAt1.BE LINKED To 45 13-1" 13•-t" 45 43•-4' t4'-r 105 pal.A.S.O DESIGN PRESSURE RATING. (3)PROCEDURE TO DE}1TDMINE MAXIMUM SPAN FOR 50 12•-5' 1r-5' 12'-8' 13'-Y 50 12•-5' 12'-S' S0 12'-3" 13'-1" COMBINATLONS IN BERl1m WALL M9UNhNGS 55 ti-l0' 71'-to- 12'-i• 72'-!i` 55 71'-10• !1`-so' 55 iP-t` 1f'-1Y w(FLoat(CElLMc MOUNTINGS- 55 t1'-4' i1'-4- 11'-7• 12'-$ 60 11'-4• 71'-4' 60 70'-2' 10'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 65 to'-!O' 7tY^to- :t'-Y it-i1' 65 70 to" 1o'-to' 65 s`-5` 10-t` RATING 70 10'-8' 10'-8' 10'-9' 11'-5' 7Q 10'-6' 10'-6• 70 W-9" 9-4' DETERMINE: 1' NV CORNEA CF:NFEEOMATE�3 MAY BE USED AT ALL Lt+=MAX.SPAN FOR WALL MOUNTING MNSTALLATIONS. P7570'-1' 10'-t' 10- !1'-f- 75 10'-Y i0'-i' 75 - 8-9MOUNTING INSTALLATIONS.LOC(GNC SPECfFlCJ1110NS tzt-FN%.SPAN FOR RLOR/CEILNG MOUNTING W-10' 9'-10' f0•-0' 10-9 80 9'-10' 9•-10' SHALL BE AS INDICATED ON MANDATORY CONOIDON/2 INSTAZJADONS. 9•_6" W-6' 9•-9" 70-5' 85 9•-•6' 9'-8- NOTE 15,SHET'5. FOR A GIVEN NEGATriEA.S.D. DESIGN PRESSURE 9'-3• 9'--r 9'-5' 10'-1' 90 w-3' W-3' RATING: DETEB'-0' 8•-9" 9'-2` W-10' 95 W-0' W-9' Li-- AX,6'--9' W-4' W-0' V-7' 100 W-9' 6-4 L1--MAX.SPAN FOR WALL MOUNnNG IOUNIJADONS. t2-•+MAX.SPAN FOR FLOOR/CEtLBMG MO(tNDNG 6-Y r-tr 6-9- s'-a los 6•-r r-11- SEPARATION TO GLASS SCHE©ULE "'STAUA"oNs. 8-4' 7'-7' W-7' 9•-2" ISO 8'-4' 7'-7'8'-2- T-3`. 8'-4' W-11' 115 W-2' 7'-7` FINAL M BET M ALL"Ls-k E SPAN IS EQUAL " THE 120 V-D' W-11' W-2• W-9` 120 8'-0' 6!-11* MNIMUM BETWEEN'Lt+'.'Is+','Lt AND 12^• WIND ZONE 125 7'-IW 6'-6` 8'-0- W-5* 125 7'-10' 6'-8• MINIMUM U (4)GO TO ANCHOR SOIIDULE WNH n AL MAXIMUM 130 7*-6- 9-s- r-7D- 6-t• 130 r-6` 6'-s ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 135 7'-7• 6'-2' 7'-9" 7'-9' 135 r-7" W-2- TO GLASS PRESSURE RATING TO DEIERLPME MAXIMUM ANCHOR SPACING. 140 r-5- W-it` 7'-7' 7-6" 140 r-5` 5'-t 7' 145 7'-3' 5'-9' 7'-S' 7•-3' 145 71-r V-9' 1 THRU 3 1" 150 T-rF4!-1 r-4' r-0' 150 r-2' V-7' 155 7'-0' 7'-2' 61-9" 155 7'-0' W-5" 160 V-11' 7•-1' 6•-7` 160 V-1 f' W-2- 165 V-10' 7•-O' 6'-4" 165 6•-10' 6"-1- 170 W-9' 6•-1 Y 6•-2' 170 W-9' 4-1t' 175 W-7- 6•-9- 6'-0" 175 8'-7" 4•-8' 180 6'-6' W-W W-f0' 180 6•-6' 4'-W 185 6'-5' V-7' W-6' Iss 6'-5- 4'-6" R190 6'-4' 6•-6" 5'-6' 190 11'-4- 4'-5' N V BLADE D 195 6•-r 4'-3' e'--5' S'-5" 195 6'-3• 4'-S .. 200 6'-2- 4'-2' 6'-4' W-3' 2006'-2' 4`-2' 205 W-1• V-!• 6'-3' S•-t• 205 FLORIDA BUILDING CODE Nm Itigh Velocity Rumcone Ione `���a�,�•r�g A.r�[(IT��, .4 2015 EASTERN METAL SUPPLY.INC. Q '��,' _ BERTHA HYTm G 1L ECO,� A,■S■s■A■ Accordion Shutter System s N SINE I W ORAD H&1L1}DDW KM a im RADE yr! ¢/h�/�l cirAmerican Shutter Systema AWN W-DnCFdPM OA1r DM.L , L TILLIT TESTING& ENGINEERING COMPANY AssacTattan . Inc.Ina. 1 ss 11-114 44/13/ts ntfe 04/13/16 -P STATE OF xs.sca.St.Ss No.VR=M ortM%Ateaae 334 PM1ot•:(303)671-1530.ra.:(3T)SWI-131,7 4288 Westroad6 Drive 2 DRAWING No e-®e1t«^ 0"g West Pelm Eteach, FL 33407 3 4 15-084 ,,',S$10NAL 4"``<<� WAL70 A tilt J,PJ: s P.E. ;A?) 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ALL P'ON15 _SO (106,fo-3 Iml) OR U. 14 1Z 10 D 0 e e a. 14 12 1 9 a 0 6 14 1216 D e 8 a S 8111E IAP W CAPNOTS 14112 11019 8 a 6 7 14 12 10 9 a e e 6 14 12 10 0 0 B 0 a A7)M INU M MEDMENF MO POURED CONCRETE OF TAPCON OR TAPCOH WON ADVANCED THRFADFDIM IECHNOIDCY ANpHWHS AHD TAPPtN+ 14 12 1O 0 8 7 2E sa 14 12 10 9 a e e 6 14 12 10 9 0 B 6 0 TAPPER+ ANCHORS IS 1 3/4•,AND FOR OWE TAP W 4•-0• 14 12 101 0 a 8 6 6 14 12 10 9 8 e a 8 14 12 10 9 5 B 6 S5 /CAP AICHDIL^S 1 1/2: 74 12 1 0 9 a 8 e 4 14 12 10 9 0 0 6 4A 14 12 10 9 5 6 4 30 A2)MINIUM D/BEDM ENT Or 1/4'i x 3/4•ALL POINTS SOHD-SET ANCHORS SHALL BE 7/6•IMO DE POURED CONIC ME.NO EOEDMFTT 74 12 10 D 8 e e 4b 14 12 1D 0 0 0 0 6A 14 12 10 8 0 e e 4.6 INTO STUCCO SOL.BE PERMITTED.i/4'i-20 S.S.MACHINE SCRBgI IISm SIiALL BE 1 1 2 74 12 1 0 7b S3 35 - 14 12 to 8 a e a a 14 12 10 9 8 7 6s •s1>: A1NC4s OF lfse wR /•LANE:MINIMUM SHOULD SRCCO EXIST.AND 5•-0• 14 1Z 10 9 8 B 6 6 14 /2 10 0 a e e 5A 14 I2 10 9 0 8 0 4b 9AOE�OM 9EEf as 1.14MMW FOR WAILS WITH NO STUCCO. 14 12 10 9 a 7. 4 - 14 12. 10 9 a 65 0 3A 14 12 10 8 i 8 3A 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANETS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WNL OR FLOOR, U 12 10 9 B 7A 4.5 - 14 12 t0 9 8 a 'a 4b 14 /2 10 B a a 4A 78 MCNIORS SHALL BE WHO DOM TO REACH THE WAW SIRIICTURE 8ElENO SAD WALL FB251Q AlIC110RAGE SOUL AL AS FLOOR, ON 14 12 93 7.5 45 - - 14 12 0 9 a 75 63 4 14 7 10 9 8 6 4.5 33 NOTES A7)&A2)AWN-FOR INSTAUATIONS ON VML SIDING OR EUFS WITH OR WITHOUT META,STUDS CONSULT THIS ENGINEER.FOR 8•-0� 14 12 10 2 a a a - 14 12 10 9 8 a e 3- 14 12 1019 a eA a 33 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 28A. 14 12 10 9 7A aA 3 - 14 12 10 98 7 55 4 314 12 0 &5 5A 4 3 141Z 10 0 8 e - - 14 12 10 9 a 03 0 75 14 12 10 85 a 5 4 - (8) TO DISERNG CONCRETE MOM(ASCI C-90) 14 12 0 6A SA 3 - - 14 12 f0 9 0 0.6 4a 35 14 12 10,8 7 6 33 3 -1/4•0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACRIRED BY(T.W.BULDM -01 _14 12 10 9 8 e - - 14 12 10 B a 7 S 4 14 12 10 8 7A 55 4 3 -1/4*0 x 3/4'ALL POINTS SOLO SEI ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&Spm%TY COMPANY, 14 72 f0 0 6A 4 - - 14 12 0 7b 6 4413.51- 14 OA 7 5A 4A 35 - - -1/4 BLUE TAP CgNCRETE ANCHORS W/U•lJr AS 1AAH8JFACNRED 8Y FLORIDA FASTBNERS ORFY.T INC. J4 7 f &3 7 4' - - 14 12 10 9 75 5.54 - 14 12 9 7 75 45 - - -1/4•0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASIFNEAS,INC.,AND DISTRIBUTED BY ALL POETS SCION.BOLT&SPECIALTY 14 11 7 Sa 45 - - - 14 12 10 9 7A&5 4' - 14 12 0 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH DE AMERICAN SNORER SYSTEMS ASSOMMOH,INC. 8•-0' 14 12 10 9 a 6A - -114112 f0 9 5 0 4 - 14 12 10 8 03 5 3s - NOTES: 14 12 95 7 65 3 - -114112 6 a6 6A 4 13-1- 2.[14 BA 6 6 4 3 B.1)MINMUM ERSDYEW INTO CONCRETE BLOCK OF TAPCOK UTNE TAP W OAP ANCHORS AND TAPPER+ANGORS 6 1 1 14 1Z OA 73 0 - - - 14 12 DA O 83 A - - 12 8 D e5 4 - - WITH ADVANCED THRFAOFORY TECHNOLOGY ANCHORS 6 1. / /4•AND TAPCON 13 D3 6A 6 '5 - - 14 12 10 a dd A - 12 a 6.S 6 4 - 14 12 10 D 8 - - - 1{ f2 10 9 73 45 - - 12 83 7 63 4 9•-a• _ - 8.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EIMDDm INTO THE CONCRETE 91.00K.NO 14 15 75 6 - - - 14 71 7 6b a 3A - - 0 83 4.3 3A - - EMBEDMENT STD STUCCO SHALL BE ppriOTTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LANG MINIMUM SOUR SKIDOO 14 12 a OS 4.5 - - - 14 12 03 7 5.5 4 - - O5 7 55 6 4,5 - - EXIST,AND 1•MINIMUM FOR WALLS WAFT NO SIUCCO. 18 15 3A 4 - - 14 12 0 7 5 4.5 - - /1 7 &5 45 3314 12 10 9 7b - - - 14 12 IO 8 O5 3 - - 12 80 S 410•_0• - B.3)IN CASE THAT PRECAST Srmie,PADTYLSr CONCRETE PANELS,PAYERS OR ANY VENEIt BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 3.5 - - - 13 93 a5 3 4 3 - - 75 S 4 3 - - ANCORS SHALL BE LONG ENOUGH TO REACH THE LIMN STRUCTURE BEHIND SAD WALL FUNISIM ARCFIORAaE SAL BE AS INDICATED ON 14 11 7.555 - - - - 14 11.3 9 5 a 4 - - 6 a 4 4 - - NOTES ILI)&B2)ABOVE FOR INSTALLATIONS ON VILA SDNG OR BFS WITH OR WI1HOUr HEMI.SIAM WO RT TH6 ENCNER.OA 6 6 - - - - 14 12 a 6A 55 4 - - 10 6 4 3 - - FOR 9STALIA7ON NIO EIFs WRN METAL$RIDS SEE SHET 28A0. 14 12 10 - - - - - 14 12 9 7 8 45 - - 103 7 SA 43 3A - 23 85 S 12 9 6 45 4 3 - - 9 7 S 35 3 - - - .(C) ANCHORS SHALL BE DATALED FDUOWNG ALL OF THE REWMNENMDOtS AND SPECIFICATIONS OF 71E ANCHORS MAHWACWRER. 14 10 7 - - 14 I03 7 6A 4.51- 1.5 Os AL3 43 73 9.5 7 45 _ _ - - _ 14 115 75 a 5 - - 12 6 45 4 - _ _ ro S]?SCFODULE BELOW FOR FDG Gr EED. SUS SPACING RELATIONSHIP FOR ANCHORS 12•-0. 14 12 f0 - - - - - 1{ 1Z 0 56 da - - - I3 10 83 3 4 - - - EDGE DISTANCE VERatc cpAGIHG 5".HEDUL FOR A�,HORS: tb 6b 43 - - - - - Il 0 S3 4 3b - - - a 8 4 3 - - - - MAri11Y AHCIOR SPACINGS ARE VAD fIIR EDGE DISTANCES fNOM21Tm Be".FOR E D.LESS THAN THE NOIG7ED,REDUCE NNCFIOR SPACING 3A 95 6 _ _ _ _ _ 13 95 63 5 4 - - - 0A 8 S 4 - - - - BY wMVM1 NO SPACIG SHOWN ON SLWEDUE BY THE FOLLOWING FACORS, 0 6.a _ _ _ _ _ _ U IDA 7 5A 43 - - - 11 a5 as14.313.A - _ - REDUCED SPACING OBTAINED ISMO FACTOR SHALL Nor BE LESS TWIN MNMUM SPACING NWATED FOR EACH ANCHOR TYPE 13•-0• 11 12 - - - - - - 14. fA 7b e e - - - 12 0 6 45 4 - - - FACTOR OS e - - - - - - 10 75 s 4 3 - - - 75 4 3 - - - - ACFl1AL TAPCON WITH ADVANCED TAPPER+ 26&s - - - - - - 12 9 6 4.a 4 - - - e5 7 a 4 - - - - EDGE TAPOD N THflFIIOfDAN ALL POINT SOLID SETT BLUE TAP w/GAP 0 0 - 13 95 68 3 - - 05 75 5 4 - EIM BLADE OR DICTANCE CAH.SPACING 14•-0. 14 12 - - - - 1- - 14 10.6 7 3.5 - - - - 11 aS 63 4A - - - - ED. MIN,SPACING-3• LOL SPACING a 3• MAL SPACING-3 1/2' MIR SPAN:NI7.3• 3 3/4' 4• f0 7A - - - - 9 7 4b 3A - - - 7 6 3A 3 - - - - & PglSD CONCRETE& ROE&13 8 _ _ _ _ 11 6 63 4.S - - - - 9 4.5 - - - - - COH�ETE•B YN FD.• E .2e IOL RETE OLOC% ODNCRE7E Iff LK .D3 C% MIL�•31E2Ittl BAK 75 - - - - - 12 9 8 - - - - - 9.5 7 4A - - - - - ' 1.0 0.90 1.0 0.781.0 0.84 to•-D• 14 - - - - - 36 1 e5 - - - - - oA a s - - - - _ BLADE WORKING 2t/2• - O.et 1.0 0.117 t.0 9 - - - - - 115 a.5 4 - - - - - 6A s 3 - IN UNISON♦ - _ fo - - - - - a5 e 6 - - - - as e { - - - - - 2• - 0.7t Ob1 to - 0.14 - _ _ _ _ 2A OA 8 - - - - - 0 7 3 - - - - - 1 1 20.35A35 a 4 - a 4A 39 7 - - - - 8 e 4 - - - - - - - FLORIDA BUILDING CODE Ym High Velocity Hurricane Zone `p\"`,`�`C�R A•Tlu j�A.,,7 0201 F15iERN METAL SUPPLY,INC. `' •'' BERTHA HVn s OSSA Accordion Shutter System = IL E C O �TIIC. ■ �I V.RUDE 1 w OR N10 H.Y.1MIMM BUDS&ICY.BLADE TESTING & ENGINEERING COMPANY OrIo47F1 Shutter Systema p7i11M M- Lf •o: $TATE OF ? was NW.3Nh Sy s1.30%Wtalall GWOM FLOM 371 AaaOClOitOT14 Inc. 1 ata f1-fu a/13hs w1E: o4/ts/t5 PIAan4:(305)871-law.Far:(305)371-1511 4268 Westroods Drive Z G�` anE 19.aom West Palm Beach, FL 33407 3 DRAWING No S/ONE�.�``` WALTER A TILT&.PE 4 15-084 P.E. S LNJIBkAIN4YU�iE/DATE FLOEmA Ma./44167 3 SHEET 4 14-OF 28 FF� ,675. ------ r------------ 0625 0625 .0625 I 1zro�aF�ce EXTERIOR I EDGE os s' I 1 A SECTION X—X r - iN VAN"BLADE SCALE: i" 1 I/ \ll .1875- Y 3•.oP1]JINO ,0625» 44 POLYCARBONATE IMPACT RESISTANT' HV WINDOW i BAYER MAKROLON 310.3 POLYCARBONATE \ °.°625~ RESINS. LIV—STABILIZED GRADE OR SABIC Ems— � INNOVATIVE PLASTIC LEXAN 103 RESIN FIAT i= / (SEE NOTE "F" ON SHEET 28). Ir R1.7500 I 1.3750"1 `I`I �; EXTERIOR / POLYCARBONATE SOURCES FOR (� w WINDOW / APPUCABLE RESULT 02.6750 V TYPICAL PROPERTIES STANDARD am srec»ooam /� REFERENCE wANa1L/six PtA= 1N07VM i {tC.tYNlptpl 3101 Mw 1 1 fl 5 3/4' = SPECM ORAVRY ASTM 0792 0.043 b/in' 0.043 16/10 i\ I ON CMECHANICAL' _ TENSILE YIELD STRENGTH ASLO D638 9.400 p.&L 9.500 P.&L 2748 'NTN. I 1 { r FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.sT. 13AW P•ei. 2 1/4' SEPARATION BEN 63.7500 FLEXURAL MODULUS ASTM 0790 310.000 p.ai. 345.000 p.5.i. liP1�C OPENINGS I I T .0625• 03.0000 NOTCHED EtOD ASTM D256 15 FT-b/In 17 FT-Ib/in I Y SNORE DENSITY ASTM D2843 47.2 X 64.5 X MAX SECTION Y—Y RATE OF BURNING ASTM 0635 C-t CUSS C-1 CLASS i .7500• SELF IGNITION ASTM D1929 1040'F 980•F SCALE: 1" I, l� AstM G755 TENSILE STRENGTH AFTER WEATHERING ASLN 838 9302 psi. 8840 P.si. J i QUERIOR ELEVATION 706U STRESS BEFORE WEATHER 9IC ASTM 838 8481 P.ai. 8880 P.a.i. SCALE: 1" I I. 110 BµIADE� EWE TYPICAL TYPICAL HV WINDOW BLADE .AND I I SCALE: 3/8"=1' POLYCARBONATE HV WINDOW DETAIL. ' FLORIDA BUILDING CODE tion Nigh Velocity Hurricane Zona 04`\`rfCp A.•T/(Z%TAyi� 0201 EAcrELLN METAS SUPPLY.INC. s�P•' CEN' •.`''% -�- A � S, A HERTHA Hv� fl INC. ■ ■ ■ ■ Accordion Shutter System V.eufoE t W 9R W/O IM w+M WA h U.WX On M.L. TICCIT TESTING h ENGINEERING COMPANY Afl16iIfC0ln Shutter Systems GESOR"M tan DOW Associdtion. Inc. 1 o1011-114 04/13/15 WI%* 04/13/15 STATE OF 43'5 xw• S1 �'300.1>cctaL Q4WM ROMM 331 DRAWING No oma. '+o�c Tom.:(303}871-1530.Ew:(395}871-tart 4268 Wastroads Drive z - .on•- P -'°, 15-084 n � o-mo1:EB-00067aa.mm Wast Palm Beach, FL 33407 a %I,`-y1•••-....-•'`U\ ` WR.tER Atdr.P.E , 1a TIUUT r P.E. Si`!{L�PKaNt�A6AE/DATE ` �`U`#M1w s 27 OF 28 y p�y �Ay� • R�.LtuRAnor15 cwt)CnFMMONS aF USE FOR RFxn4A HV WINDOW RILAW Q A G �• Y t.11AX.AS.0.DESIGN FWWNw+110.-!10 p.U. � Y Y Y 2.VAX SWJn R SPAN:B&' 3.AUAW'FD 14GLRRMIGS:A„D.D&H ON SkWFS 0.7.AS WELL.AS MO MMM IL,O.T U&W ON SFEETS L8 k 1& 5 o� 4 OIYO.S M- ��ADP -i IN C OPPO" 5e4n N N�Jn TYR EA.END . ♦ ♦ ♦ • ! ♦ 5.(N FIV WrDUW B1ME 1 SFWl ONLY AU.01P A/41ODMUM 5 OP'fAR1f.S {3'I NOLFS}FDR 4 PFR AT SPAMM SHOWN ON SNRT 27. MAX.5 1MNEgWS ♦ ♦ ♦ ♦ ', . (e)MIKN=F%TOP CR Ba110U wa OF w wmw mme(Rl LIM 5 AY W 81 OF ANY 3%1101E FDR SHALL BE Sr. WWOM BLA11E® (D)FSRST OR LW BLADE LOIN#Ofn fRD2 SORTERS AT ENDS UAY BE FN WDIDOW BLADE f ♦ r t s a , (0)W WNOW BLADE©MUST BE USED AiMM1E TO A SOLD IN MADE(D ♦ nomotow SNUnER'S WVM. (Ej C17FS SFWA.NWAYS BE D1S1Al1ID ADJACD1f TO A SOLID NV . . ♦ . GIME,AT DnEER s1DE OF 7HE3L SEE Env ! (F)POLrr.NmoF1ATE LN'WEuav fy SHlll BE INS-LED 50 7 TABS FACE SNE NfE7tlIXi Of TILE OPQ&NU BE1Na Pft0i67ED.NV PWADED E cct*UXTM ♦ ♦ is q ♦ , s • ONLY RMALLED AND WCKM USM A tN SFI W TOOL Uf AW&. DEFAus aE y g FULL N1flG#i(P' qtf a SEE ANGOR SPACM SGEDIAE FDR NSK AIMS MO MOOD FRM/E lflrJ BULDNCSAON �a AS UVITED BY SPAT AND AS.D DOM LOAD(SFE NOTES p I 2 7.SFE MCHM SP=Q SCHED=FOR MMUMONS afro MM g tv CONCRETE OR CONCRETE HOCK WALL ON sfEis.13 8 14 AS UWM BY III Il [ ill SPAM AND ASD DESIGN LOW(SFET 11 fWTF3 1 k 2 ABWE). ( a I&AIDLIAA SEPARATION lD atAss SCFEpnE PER AM E-19M SYP 7O RF��REUa7RDAEl4T5) W a�a1�_r.rI MND ZONE uNWAN SIMARMIM 10 GEASS NUMBED WI I THRV 3 1' F7OS11210 GIA55 ��ON -- SEE 9C1fDUE t14 Dt2 FDR BIAOE(fl 4 6.2W ` . E ' A ' ------------ ---- ANT--------- saF FDR axFsu)h� 5 �\ ALIERttd iMEBNdTE.S Sci+FxrLa/�(Q(TFRtOB oNLYl 1 \ 4 ANQ W/ fSEE NOTE [A� n I CFNIUtWOES®,®t` •,,. �„ ' �,''la+nsa�-• `~\1\2 PLAN TYPICAL M HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE SHUTTER* -----'' N.T.S. FLORIDA BUIEDING CODE Nan High Velocity H1NTIcane Zona O 2015 EASM UEEAL SUPPLY,INC. ;. BERTHA HV7m _. A.S.S.A. A FTTMEco �.�NAccordion Shutter System American Shutter Systems Y.13>ADE 1 0 U.WNW ANY.MADE f, M.L TILLIT TESTING & ENGINEERING COMPANY Association, In*. 1 OLD 11-114 04/13/15GATE 04/13/15 1= MW Kw 3ea,,St.SW 305,Vfb;MA MOCIM FLORA 33161 Phene:(305)&71-1530.Fm:(305}&71-1531 4266 Wastroads Otive Z DRAWING No �jnTeocoaeaoom West Palm Beach, FL 33407 3 t,\\' fa-a 719 15-084 Pira SS,.......RC1``�.' 4MLRR A DUR Or.P.E. 4 P.E. J[Rit r r( T� FIGRGA Lie 044167 6 SHEET INET 2